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SUB200100178 Plan - Approved Stormwater Management Plan 2001-11-28
Vicini-Gy Map: 1"= 100U' 0 1 & A F'LANN[FU,> IZ�ESIE�'E�1N7_IAL COMMUNI7'K F' L. E3 L I C I P`iF� O �'E� M E-N 7T F`L. ^ ",e-3 y:r NS, iaY +rr r— t-e p<�i wed may: AIE X MAL � a THE CO>COMI;'P.NY Planneno Civil Enoineero LandSGEpe Architects NOVEM10EK 1, 2000 ��vi5ed 1�ECEMF3EfZ -4-2000 .J� N U.'tzY 122009 MACH 10, 2001 AFKIL 17, 2001 .J U N E 28„ 2009 JULY 2`7 200� OCTO�F=T�. 2�O„ 200� -N O' a 7719 o"_- G fi VitC. APPROVE Albemarle qounty Engineering Nbk Works Date: -- -... a Eiiiw: ; i --- Ey: Signature 0 1.00 General Notes M 1,10 Road Sections ® 2,00 Phase 4A Project Area Exhibit 3,00 Redflolds Road Plan & Profile 0 5.10 Courtyard Drive Plan & Profile M. 3.20 Heritage Court Plan & profile 0 4.00 5tormwater f rofileo ! 5.00 Sanitary Sewer Frofilee: Exist. MH C to MH#8 M 5.01 Sanitary Sewer Frofile5: MH#8 to MH#11 ■ 5,02 Sanitary Sewer Profiles: Ex. MH A to MH#20 ® 5.05 Sanitary Sewer Profiles: MH#20 to MH#24, MH#21 to MH#29 M 5,04 Sanitary Sewer Frofile5: Ex. MH#6A to MH#2, MH#10 to MH#14 5.05 Sanitary Sewer Profiles: MH#23 to MH#26, MH#21 to MH#28 6.00 Water Line Plan & Profile ® 7.00 Erosion & 5ediment Control Narrative M 8.00 Erosion & Sediment Control Flan Key 5.10 Erosion & Sediment Control Plan 8.20 Erosion & Sediment Control Plan ii 8.30 Erosion & Sediment Control Plan ® 9.00 Drainage Divides• ■ 10.00 BMF Analysis Albemarle County Engineeriq Public Works ■ 11.00 General Details Date: e4 y,-, r 2 11.10 General Details File: ct ■ 11.20 Erosion & Sediment Control Details;; yy ■ Filled Sox Indicates Drawing Included in Set `SHEET KEY- M \ Q c :. : . 3: r , 1 1' �' ) ' fir- . - v _ - i ;. i \ \ - *er r , �7! ,r 4 1� 1 < r i o � r t Sf , . , .. r t i , r \ J 1 Sf , \ F \' r , F S�' O� \ _ ~. - , ^ ,I . i „ / 1 1 6 _ i_ , y , f , \ , /, f 1,1 \ K) : -. \ �i. 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',. i ` h Y !. t � Y' / / J� ti t `,r 4 g / i 2 4 r` !/' 91' , � _s -, \ r eS�' _ ; r r ' \ ti c \. \g. at a' O r f ". t ? i �'`, S ,✓ , , - p 5 f i . a. i 0 0• A f \ 4 r , \ / 1 , 1 b s�' f' " . �..�, t , , r � +, I ``0 -. _ 1 V l n 4.�% \ , r — �\ Y 4 i .: t- .X .:, .,:.,, .. , y� . ` VJ f- ya \ ,r .,, ... .,- /,. , ,. ;: „, , ,.. e �+ sF - �� 1+' . , 5 y f:, \ _ \ I , , \ ,, , ....,%r , , i .,,. .. _ ..f- - ;,. , , -.. , 1. , \ , ..'.'. ,"'S ::• ',.; ., V . `< L -" !., - - _ , I \\" :ti` ,f",'> , 0 a .-,. z. - r '` /`, , .. t.. _.. .- ,, - , t 1 %.,: -.., > , ; I . j +' _ Aft f r , , i f 't s,- \ _ Ch } a N'r f r<. F r "> {• rF V4 0 h. ` r' l �o �. Ci - , • \ > :- / m ,e r • e - , a / / `\ 3. �°" _.. r ,, 1i -, x- ., , : , ✓.i -_ ` 11' ' Y�^ {I,, ., \ .. _ -� A , °\ \'' `,,._ _ ,,. 1� ,f,• ?. r; 1, __' ia" boy o!'¢ ', s `. k ,'/ - rI :,' :,, - :,� . it 1�'i / - .-.-' � "� F ? ,oad - ' 0 \ r y 5eo .,.. f / ,, \ 1 / \�, ; r ' . r 1 oP \, I : _ f. I: fs G Ii + i J J r, �` I \ < ,. „ r E, - yv�� I �.. , . s 1 I i < , , \ + / [� , 1 r . i t ;_ ,, r .. ,. e ,. 1 I .... r \ I I _ ��% I1 {f 4 ;z i` '�. .ttrr ';� I t ;: I' It ! f `:. er li I \ ii � \ i r `, : r' II , / / \ •v / \ 1 j '\ , y - r-j .., CRITICAL 5LOPE5 5V316:111=100' Os r: s r J s + s r , r ' • O �' �; FHA5E 4A -� LAND DIG)TURDANCE AND CRITICAL SLOFE SUMMARY: Phase 4A Area = 27.977 Ac. Critical 51opeo Arca =1.4 Ac. Disturbed Area = 6.56 Ac. Total Disturbed Area in 25% 51ope5 = 1942 5F Disturbed Area in 25% 51ope5 Located Within Flarined Building Footprints, = 0 5F Disturbed Critical 51ope Ratio = 0.16% Disturbed Critical 51ope Ratio Within Planned Building 1=ootprint5 = 0.0% FINAL 51TE PLAN NOTES KEDFIELD5: I'HA5E 4 1. Owner/Developer Redfields Development Corporation 1 Boar's Head Place P.O, Box 5347 Charlottesville, Virginia 22902 2, Landocape Architecto/Engineers/Planners The Cox Company 220 East High Street Charlottesville, Virginia 22902 504.295,7131 3. Parcel Information Samuel Miller Magisterial Diotrict TM 76R1-1, Parcel G Deed Book 1062, Page 127 and Deed Book 1140, Page 653 4. Existing Zoning PRD- Planned Residential Development With Proffers ZNIA 9,5-OS 5, Planned Land Use: Phase 4A Single Family Detached units with an average of 0.237 Acres per lot Number of dwellings: 62, and a maximum size of 0.459 Acre lots Gross residential density: 2.22 dwellings/acre Square footage of recreational area: 0 sq,ft. Acreage of Open space: 10.551 Acres (37,7%) 6. Building Setbacks Front: 25' Rea r: 20' Side: 6' (Side yard setbacks reduced to 6' pursuant to Section 4.11.3,1 of the Albemarle County Zoning Ordinance and the approved PRD General Development Plan) Zero Lot Zoning: Front: 10' Kra r. 20' Side: zero option 7. Proffer to PRD Refer to ZMA 90-00 approved proffers; Redfieldlo General Development Plan & Zero Lot Line Option 5. Datum and Benchmark Reference A. Boundary, easemento and plat data bared on surveys by Kirk Hughes and Aosociateo, 220 East High Street, Charlottesville, Virginia, 22902; dated January 17,1995 B All elevations based on U505 Datum C. Character of bent hmark: Traverse Station Disk D, Benchmark established by: Coast and Geodetic Survey E, Benchmark deli n 'o ' g ati n. Moorse,1965 F. Benchmark elevation: 511,70 msl. 1929 9, Parking Area Analysis Required: 2 off-street areas per dwelling unit, Provided: 2 off-street areas per dwelling unit, 10. Street Design Requirements: Refer to approved VDOT road plans and plats for street deli n standards and g construction specificatiorns where they apply. 11. General Construction Notes A, The abbreviation V,D,O,T. made hereafter referro to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia, 5. Prior to comme e nc ment of n cons rut ' wit ' a t tion hin an existin ublic ri t-of-v o do to existin ro r fo Y Y g p gh ,ay, :.:eluding c nnec n any g ad, a pe mit r said construction shall be obtained from V.D,O.T, This plan as drawn may not accurately reflect the requirements of the permit. Where airy discrepancies occur the requirements of the permit shall govern. C. Construction inspection of all proposed roads within the development will ue rri <dc by the County. The contractor must notify the Department of Engineering (290-5001) 45 hours in advance of the start of construction. D, All materials and construction methods shalll conform to current specifications and standards of V.D.O.T. All excavation for underground pipe installation must comply with 05HA Standards forthe Construction industry (29 CFR Part 1926). E. Erosion and siltation control measures shall Ibe provide in accordance with t ,', i, roved erosion control plan and must be installed prior to any clearing, grading, or other construction, F. U on com letion of fine radin and re aration of the roadbed sub rade the;:o r e soil Three 3 co ier, of ntractor shall have CBR test erformed on the sub ad the test results s II e s b 9 9 9 9 () ha b u mrtted to the P p p P P P County. If a sub grade soil CBR of 10 of greater is not obtainable, a revised paver -sit design shall be made by the design engineer and submitted with the test results for approval, G. All slopes and disturbed areas'to be fertilized, seeded, and mulched. Maximum aiios%,8d11e fill or cut slope io 2:1. Where reasonably obtainable lesser slopes 4:1 or better are to be achieved. cF H. Surface draina e 'c ri ht wa or within and i e dischar e must be retained within the ubh easements rior to acts t ante V.D,O,T. All draina e outfa I ease r 9 p p 9 p 9 Y p p by ( g I menu a e to be extended to boundary line or a t n a, tr., ",iroat to ro na ural watercourse, I. All curb inlets sha I have a 2-inch local de ressio mote os' ' I rove draina e to the inlet. All air ' ) p p p g y d inlet rim elevations shown are approximate final elevation should be determined after final grading at the time of the final acceptance of the p' ject. h locatio J. Guardrail locations where shown heron are approximate. Exact lengt , nand appropriate end treatments will be field determined at the time of construction, P.dditional guardrail may be required at eerie or ' .T. t e Direc r of En rn us deli nee it' locations not shown when 'ion of V.D.O h to is deemed necessar . W , m the opm g g g , ,/ hen guardrail is required it shall be installed four (4} feet offset from the edge of pavement ses to seven i fee to the face of guardrail and roadway shoulder widths Shall be irrcrea 1 �. K. Where urban cross oections are inotalled, all residential driveway entrances shall conform to V,D.O.T, CG-9A or CG-9B. L. Where rural cr000 sections are inotalled, all residential driveway entrances shall conform to V,D,O.T. standard PE-1, (Urban Standard CG-9A orCG-9C) e ditch ma be, re uired to stabilize a draina e, c ne M. Paved, rip rap or stabilization mat Im i y q g has I when, in the opinion of V.D.O.T., the Director of Engineering or his designee, it is necessary. N. A minimum clear zone of ten (10) feet from tthe edge of pavement shall be maintained on all residential subdivision streets. Additional clear zone may be, required depending on the category of road design. 0. Compliance with the minimum pavement widtih, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be. strictly adhered to. Exceptions will not be allowed, U on co e 'o r c io t street name of n shall be, inotalled the e I P m l ti n of the roadwa const u t r d ve o er at all rtre p p y , g by p et intersections. Signs and the installation thereof shall conform io "Albemarle County Street Name Sign Requirements". The developer shall be responsible for maintenance of the oigno until the roads have been accepted into the State secondary road system, Q. Road plan approval subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation then approval of these plans shall be null and void. a , Traffic co tr I r ns of barricades shall be installed the o,,. e o e e ' R n o 0 other regulatory sig by I p r wh n, m the opinion of the Director of Engineering or his designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest edition. 5. State survey datum used and reference a benchmark. T, Use V.D.O,T. standard CD-1 or CD-2 underdraino under the oubbaoe material at all cut and fill transitions and grade sag points. U. Location of all signo to be Shown on the plan, Stop sign, street name oign, opeed limit sign, etc, (speed limit to be, posted 5 mph below danger speed.) V, At intersections/driveways and other points of critical otreet grading, contractor ohall ensure positive drainage or all otreet oections, curb and gutter sections, and driveway entrances, 12, Future Phases It A, See the approved VDOT road impro✓ement piano and revised PRD General Development Plan to ensure coordination of future roads and infrastructure, 13. General Water and Sewer Conditions A. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper service authority officials at the start of work (977-4511). B. 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, C. All materials and construction shall comply with general water and sewer cone'truction specifications as adopted by the Albemarle County Service Authority on January 15,1995. D. Datum for all elevations shown in National Geodetic Survey, E. The contractor shall be responsible for notifying "Miss Utility" (1-500-552-7001), F. All water and sewer pipes shall have a minimum of 3 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc, G. All water and sewer appurtenances are to be located outside of roadside ditches. H. Valves on dead-end lines shall be. rodded to provide adequate restraint for the valve during a future extension of the line. 14. Additional Site Plan Notes for Phase 4A A. A fifteen foot (15') landscape and buffer easement shall be provided for all lots in Phase 4A which have rear lot frontage onto an adjacent road (see easement plat and site plans)• B. "No Parking" signo ohall be provided, where required by county, and posted by the developer in accord with all County and VDOT requirements. C, Side yard building oetbacks for all residential units have been reduced to oix (6') pursuant to the requirements of Section 4.11.3.1 of the Zoning Ordinance, unless specified 1,,! zero lot zoning. D. See Grading and Utility Plan for location of proposed private sewer and water lateral connections. E. Coordinate locations of water meters with individual property driveway access points. F. Owner shall be reoponoible for maintaining an accurate as -built record of all utilities to be dedicated to the County and shall prepare and Submit an ao-built survey upon completion of construction, G. All utility construction activity shall be coordinated with the approved VDOT road plans and profiles (March 10,1991), where applicable. H. Owners shall maintain an accurate record of ao-built sewer and sewer lateral locations and inverto to ensure that all residences are properly sited to achieve gravity oewering. 1. It shall be the Owners responsibility to ensure that all house siting in Redfieldo Phase 4A is implemented in accord with all applicable governing otandards, codes, and design criteria and that adequate public facilities and storm drainage shall be provided per the intent of the Phase 4A plans and plats. 15. 5tormwater Management Structure A, 5tormwater management for Phase 4A will be provided by the stormwater retention ponds located on site that are currently being used as erosion and sediment control devices. � `��1/ ! ■ !A " - ,ice �Cl�_ THE COX COMPANY !Tanners aw Engincere r..ar rua.ayo , t, r.., n,.u:°i%o 220 East High Street ChaHottesNlle Virginia 22" (BO4)295 701 ..,,, _ tz a® s, ZZ 00 Z FZ rrrr� 3 •-- .� ®y M ""` (\� I Z Job No.: /]f //�J�JJ(/�/ �V —2e �H OF'N FLANK V. COY A CERiINCATE NO. 7119 rssi0N�4 EN Date: Ooraber 20, 2000 Revision: December 4 2000 January 12, 2001 June 25, 2001 Scale: North: 1 "= 100' Sheet Title: Genera! Notes / 51ope AnaIy515 Sheet No,: C n 50.0 ft. R.O.W. .0 ft. rL 3.0 ft--�� 16.0 ft. 4.0 ft, 1-1p INSET Typical Cut Section ft. R.O.W.- Curb Line 0 ft. 3.0 ft. 16.0 ft.---- -7.0 ft.- Typical Fill Section F=1 +� cl f i e I cl -s Road STA. 39+85 TO STA. 48+20 ft. R.O.W. 38.0 ft. 3.0 ft. 16.0 t 4.0 ft. �T� 1:12 Typical Cut Section 0 ft. R.O.W. -38.0 ft. Curb Line -37.0 ft. 3.0 ft. 16.0 ft. Typical Fill Section INSET B -7.0 t-7 1:12 5 ft, 3.5 ft. INSET 1.5" ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.5A P 165 LBS. PER SQ. YD. 2.5" ASPHALT CONCRETE BASE COARSE TYPE BM-25. 0 Co" AGGREGATE BASE MATERIAL TYPE I NO. 21-A POLL TOP CURB SEE DETAIL BELOW RIGHT SUBGRADE CBR 10 INSET B 1.5" ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.5A 9 165 LBS. PER SO. YD. 3" ASPHALT CONCRETE BASE COARSE TYPE BM-25. 0 6" AGGREGATE BASE MATERIAL TYPE I NO. 21 -A ROLL TOP CURB SEE DETAIL BELOW RIGHT t� SUBGRADE U' CBR10 Curb Line --0.5 ft, 0 ft R.O.W. -30.0 ft. CE Curb Lin 29,0 ft. 3.0 ft.--- 12.0 ft. 3.5 ft. 4.0 ft. 1:12 1 4:1 INSET NSET rT C Typical Cut Section 44,0 t R.O.W. INSET C NOT TO SCALE )f V� "6 (,CAT- CVCP- r--i\ 2" ASPHALT CONCRETE SURFACE COARSE .0 ft. TYPE SM-9.5A @ 165 LBS. PERsa YD. COURTYARD\, 7" AGGREGATE BASE MATERIAL Curb Lin, DRIVE TYPE 1 NO. 21 -A -29.0 ft. HERITAGE 6" AGGREGATE BASE MATERIAL COURT TYPE I NO. 21 -A 12.0 ft. -7.0 t ROLL TOP CURB SEE DETAIL BELOW SUBGRADE CBRIO 3,7 Typical Fill Section Cc)urtyetrcl E)rixfie STA. 22+00 TO STA. 25+20 Heritage Court STA- 10+00 TO STA. 18+20.24 AIE X X%Z AELA- WE COX COMPANY 220 E2�r Hiah Street 2290,1 ('004)2957431 PHASE 4-A Job No.: 99-2c'-30 G F"ANK r? Cox CEK7-1FfCA TP C-1 1719 Gate: October 20,2000 P,wiebri: February 12 2001 Jtin-- 22.2001 5EPT.- /6" 000) 50010! 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I", - � ,, ". p � z ': - , , ,,, , , " ,., - � � . - , � I '� I I I I , " * , , -,-- - L. .8-"-,,-- \ LOT 20 " -�', \ 1, � ` ` , - , . \ I � , , ,." -, , - - ".", - N , LOT 21 -, -, � , I - - - 511- / --1 - -� , - I , , �---- I - -11 1-� . . . . . . 0, " I I I- � , � , , ,� - I 1 � - I I � , , , , " � - I - I -1 �. , .1 - � - I I � , . . , , . " - .. - . , , . , , . , . , , . , , , - . , , z � , � � "" - I - I .1 , , I ,p I �, , , � - L , � � - �i, , � . , , , . , . , . I I , - , , , , I - , , � , , � -�, � - �, � - �, , - �, � - �, � , �, � " - I I , - - - - - , , � � , � � , � � , � � , � � , � � ,� - , ,� I � , � , � � , " � . � I , - �', ��, I , - I I " I , - 11 -- -I,--,' , ,�� ,-� , .11 f , �� , I ... �, ----�- �, 1. �1% � ,1 ,; 1� , - - 1: , * ,� - -, ,,, �, - '-- - -- - I, � � , -, - I . - , I -, �, N��, , I \- ,� , ;1 , ? ),. I - " ': . - .1 "-.- - -- � .. .... - I.- / - .1 ' / , I� -.".", � � . - I - - ', " ,�, A: - - �11' / " - -,--- �, ---- ' I'loadIX , I ,� / - i J,11 � - - ",. � . - , , - ".�� - --" -- ; � - - , -.1-1 � "I , , . -, -- . 1. -, I , ' ,- " , - - � - , , , -1 ,-,,, I I , - , - I I I- - " LOT 19 , -1 I I 1. , , �` " - , " '� 4' �; � " , \ ML I _-; - , ., . � 0� � � ", ,,, i , �, - �.' i, i , %, , '...- ., I - ; '. L � � , , . LOT-69 " � -,/' �/ . ., , "" ... ... - - - � --.11 , � -,,-�,,, I �,", 1�� - I � . :, � I I " ') ! ? I "I -1 _L , � , ddo- - - - % N - I I I " - , ,., � - I" , � , �', '. . �-1 'L �, I � I 11 - ', _ I , -� , " �� . -, . , .. , I '\, , j ; / I I � � I ,- 1 ' ' � � L �,� , / i�l -.- - ".-I - -., I ,,-�,',,,,�', -/ Z � 1-1 �11 - " 'I" , " �,�� �� �- -1 .-I ,. I ,,, , , , , e� � I -1 0 � -.- -,-- --- - - - - �, - - , p LOT 5-�' " ,,� 11 ; .. I � - - ,.-., " � ". , - -1 - - . 11 � � - \11 1I I I -,,, I I I � - I , , s , , " � , - 11. - - "Ill III,\ I . , �, - - ,-- I '' ,, , , \ I -- -, , , - 11 I I i , It 11 ! -1 -,I'- ,L,':,. - - , I K, 11� ,;., "-% 11 , . . I , 1-1 - , I" -- � , - -- -- -- , , - - ", `� . �1114 'I, I LOT 18 1� tr � � . � � ��. - I - NI& \'�\ - � �� -- - , - :. - �,,\ .1 I Z� � . , _, -', _ ,- , , , , , I I I , I -_ '11:�-\-- 11 I ,---, " � o -, _ - �'�, I ' " - �'2' "' -z �",, LOT, 70 -, . '\1 "-' � � � ; j i ,� ; r 'T ;, - - i ,� ft- - - -,-I-- -, I., --,,,,,, 11 I I , '-- , .-- - � - I � "I � - � e. " ,� -1 � ; f. � ,f , " -, - - � ," � � � -,-, , ,-/ , I F , , t . � " � __ _ " � - - �-; ` --'-�', , I � " +� , , 1! �' � ,�i :.., .� , , � � - " / , _ - -1, i�. e . , , ,�, . � if , , I I I 1�1' , �j $ 1 1 i ,r ,t , i ;' - , � , � � -1 -- - --- - ,�� " � ' -�%' - 'I', ( " � � � � � L I- - 1 -N,"", , X11 I- . /, -�.,,-,--, -, - ', , j -11 � ) 1 , � � � 11 , .� . � -1 � - - -," !" ", , , -' - ' I " , '1j .��' � , � , � - ,.-, - .-., <., - . , � , , LOT - " - I ' " ,' 11� , 1, 1� 11 � I I I I ' 1 " - \ '- " LOT 6 -.,,-." ,,,, "Z t ," � � , , , , ;, � 4 i � � � ; , . , "I - �110 1, , " , . � � � , - , .- I - 11 I" I . L j "'L., \ " , -- � , I , 1. - - - , 1, -1 � 1� -- "I . z I , ", I I -1 , /-111, I � 1. ,1 � , . - ,- I - 11 _'\' ,�&-Im, ,- ,\�) I " �. I - -1 � �- � . ,. , . , , - �\ . , -,-, � I l-, , - 1, I I I I. 11 --11 - - )�, 5 , .. I ��, ,� , , " 11 ,�, -, - , - 1". I .. , -:�, I \ - .11 � --. -� , . - - I -1 I , � , I , � "", - � " . , " -.- - -.� /.. , , -- � , , I ... 11 \�, 1�1, "I I ,� ,,, ', - � I � � ;' ` - -' i '� '� � ' ',I - ., i, � % � 0 '. 1 ,� I , I -�, + -<' - ," , 11, " � ,,,� ,.,- , -, , , I " '.1 ,�,�- -, ,-, - " - , - , - -, I , ",Zzz , , I � , ." , I ,� , 1',� -, ,� "... I , " -, , , � " , , 11 W� 11 11 � , ,:, , - . , , " 1. - �� ,- ,,� e , , , � I III", 1� ".,�,� '.1 LOT 17 - - - � , 1. I . . , - 1� - 11 �. " 1, 1, - - I - - I - I I - i -1- -I-,-' . ' 2 -- � - \ - --. . � ,- t" \ �-� -- �� I \ , '. " I ��, I � I . I 11 , , - LOT -` I - I - 1:��,- - -1 , '1\1 � 1� - - ,4 - 11 ,j � � 1, , " � - ,- � 1� , "�, . ,;, -.-, h- --, - -- - -', � -,,�z �� " � ", , - I , , \ - , / I I 11. - , ". - - - , � �, -,.,., �. , ".- - , � , � , , � . \ � L , , \ .1 " 'r , , I " - - ' " � 1� -�, -.-1 1-10 � + 1, LOT 81 \ (51 �,- " - , o ,� , I - -- , - " ", I "-, �, , \ � , � I / " .1 , ,� I - 1. I " '� -- -11 ., . ,�� , - � �,�� -,.,� ,-,' - ". I , , N, 11 I . , . , N , -.. L 1� "' \ - 1-1 � I I , , - I , , , . - I � I � I - "I'll 1, \1 ,� , , \,,,--,, LOT - 1� - " , - - � , -i- � � ,..� " w . � - - -- --- , Z I � ,� -� , " , , -.- \ \-- I" � "I-'/- ,�,-,, "I " " , + ���.... 1, 1. \. , , - , 7 , ", � � /. - 7. , " - , , , - I I , , � , , , \ - - -6701. - 1, .1 "I 1 -,$� I" .. , , 11 11, , , I " - -: , ", �% . , I . , �, I I - 11 , . "", , -1 \ � � '. .\ I 0 � : ,- - '. - �,--� "-�� �. " , - � ,� � '-, 1K , -. � . I � I--,, -11, , .11 LOT 16 S, I � - ,� ,� '-', - - - �% %,- . , , ! - - I , I 1, , -,�, I I - ,,, -: �, 1, �L , , ', , � - '- -- -.".. " ", - , , . \ - -- - - - , , . \ , - 11�1 , , , , , , ,� -- - , � � .L_,." 1-11, 1 r. � � , 'I' \ . � . ,, � � --� � , , 1, � � � ,,, � t I , , _, � \ -.I- , ,.. - , ' , . I -� --- -1 , - - � L ', _ � � - "I -- z . I . �� I I - , , , � , " ., " � . ,� . I , �, -� ... \ ,- � I 1, � ,,� - , - , 11 1 � 11 " I - - . � %, -;�o' - I , � , , \ I- , � , _, " I ,1 I , ", , FHA5E 4A FKOJECT AKEA X HINT :� , S. , � � _ --.- " i — —: �, --, .1', �, . -, — I �1 I " -,,- ,�� , , 0 1 '1,11��� � -_ L" , , � � � , � - ���, \ LOT 80 .1 -, - , I F / � , LOT 8 - I - I � I , � I , , - �---- �., 11, -- -- ---, � - � .7 I ---, _ _ - � - �, .1 11Y 11 �, " � I �� 11 - - \ " � 1�_�, - - , -:?�q", 1\ T � ; ..- , -- . ,it \ \ --, � "I - , I . z - �/ � ,� � 11 i A - -- � , 1\ � Ir I ""', �, �,., ' 5 ca I 6:1 " =1 00' � \ - � - , --' , � . �' \ ��, - LOT 15 ; I z I � z -, -I- I � I ,/ \ LOT 79 ", . �% - �-. , ,q' , 1."�,\ t LOT 73 . -1 LOT 9 .1 -. I � 1 I , �' \ , -"`� - -- , \ , I I , 1Y . il" I � I- , , \� , ", \ OF AMW AL X VM MECOX COMPANY (tanners Civil Emjlneero I -------,.,-�-- , ,p. 220 F4,-t H4ii Ot;t-e,t ChaHcm----,Vxe Virginia 22902 (eO4)295701 =A , -, - � sl� i� 043 Z�� , o�% .z �2 q,) ;-Z I k1l ) - -r tz- rl�l 11� � �2 LQ %--, I z " -t.�- ""1 k/ 1�) 41 r% z z QN - 14 1�- I �14 I Job No,: 99-250 1 — , F111, . CER77FICATE 1-719 L/ 0 N A �- Date: October 20,2000 I Revision: --I Pecotn,vor 4,2000 January 12 2001 June 25,2001 July 27 2001 1 5GAC: North: pf-- 100' 617% U7 Sheet Title: PKOJECTAKEA EXHIL31T Sheet No.: WON { i ; a f tl c i J,, r 1 '" T'` �" ...," r ..._ / \ `"-. _._„_.- .._,. ; / 1 �r „ 't. ',' / -'"' / s�' `' / ^'f '`J '✓, `, l �. 1't" `. r y�^^ J �'�~ ss,,,ra ® ..l "\ Uk r Sf j r i , 3 ,g y'- �' o \ W r /� Y. j7�' ;� ''d �r f ' s� �"� /"+ _ /'" ' _..,. •ems \ •,, \ t ..- .x�' ,a � -.. lI{ ��• ' °' / s� �� / vv .�" � n-„.- ___ __. __- L �, � � ? ° n ti ( £ tt t j' % "--- -_--• "'' ,°"" .dr -�. _ -_,,-Q s"�s.",.w-- i-+ - fY"`• ,`\ 4 '''� \. '�v \i '9 '� `' '°��".��'�._�CIRCULAR t; I t i 4 iS r i f �. r ✓� _y f i ti If ,I s &>f; (; i1 W�( f 3} i a' !"} 'f !,fj' ', sma/ y... t t / r � -" __ ..-.• ✓.' .\ \ .a"g ,/ /� ....., _. _. t ` n/� a _. `'`• „_. / !! ���N�,``, �\."`s �- �s�a"�/ / /1 '' _ i'' ✓ __� . � — - _ . -Dc -= t O ri5t 1703746" °41'59"YP)SY. �}. t ,. ."c '`.`✓ " I I $ I i I i �' ` ',,.�°t 't t� j r °""a--...�.* `y I/ , 55 ,. /' '✓P _ _ .w..l-. _.,.,.- .. _ /'- hM .f'' ;r t \ �"/ ` f �� �, / .-.-�_'! ... _.,.,.» __......_.,. __-„ .-,_. iJ"r _ N _ _ _ c / `. "'%r h �1\}r\ft•� ! /� /' rI� % — w T i - t , i " ,. 'i�i CIA R = 32_5.0_0 , ti 72 016 AP r..-"�\\\,� �L "...-C� , ..-•--,.a" .'r %. '' " ,� ,' ` _ ..._ C=_�E'i4:3-_. ____ _-`._ w.._ _...._._ .__ �t r�a-- �_, .�\ " _ _ ._., "" `�..I.7 _ _ 6j ,i'`ay7�j .r! ` r/ . \ 1 ` '- ,e"b. ,,r •'`' ., r' C� . L`` ,Y-- '' _ Y .t r g _ E = 67.43 a� nPl Sta'� 49+70.45 m \ } I C } I } /' O4 i C� 1 i — o r " G - a� �' % •� „"� � � - _ - cv � � - 68 1'0 37 R IN \ \ \: ` p''� , t �' \V ', €. � ` V 's. � ! j � �<.`"�- ., � ''�`"w.,` �, �' b,\ ' .,„-., � /' /'• f n�` '' `1 /' f,-Cr+I �` .���r .T--•^"' _,_, '`�{`�•Y p _ ..._. .___..... ._. _. N:. ._•;..'.k. _ '^ ._. ,.. �. �r.1 Y ', '; t :, t t rn' `_ `..w �/- Q p ';/"- ., ,y,�°- /` �✓ Q / " '� ,'1Tt,I-Y'�pp�� cuI- �^ , `� .� ., l •^.,..--., ._ �. `, �. L✓?JG� b \ \ AOv S '' rf ! �, i' (na \ �FH/' .P. �Mu_Y iv } i .� '� •� ', tt .. `� 'i S i W� � �., > i _ l.4 s� f ___..--- � , � rf � •f' ft. J`� ,r� dd`..n � `� � f / � --' l ' 't '% qq � I r - �• � � . 44 � - f' s /�� ' ,,.,k.,.,t y `� ,S;t t } j• qZ . .i >l j ` 1 `/ 1� Sew. Lat. a�O F _.`� i'� r�" ,% J / „/ `1 ✓;1t 14 \l, r`V. %'} ✓. r �-`- 1, , i 't 1 -i "�' � � � _ ._ ___ �_• — �`' / �- � �- ` t , � �' �r�,, , 4_ - � lS r!•. \ s*?� v' 71 : , , t,t, t` ��>.�% i` �,;✓� � % / f rr� '�' r � _-.- ,`:�`; '� § { � i $ � � I } t � ` �,•--•' q �---_"�,..... �'" ..� `••d i3 M N �'` y' e-, '�` r ` f `' / e'' / % � �• �,\1'� �v�t.4ei'`e ,S 'l�l \ \\ , h _` .`",�-. t % �' °� , 5 ''� 7 'i 1.1 ' 1 � � � � \..,. ; --'-.' 1 t Y- i _ _'--"'-�`"" �'• 9rp f'° � 1! ' /! '�' ,•`F / /• >, i9 „w": ��:t l' t�\ t k't. t �. t�;t�, t, t r i •t ''`j;. 1 ',.- �,.p,,.sh r* �v' LL r ' / t to �t `j` i i 1 �- ,. ° ! � ( f i e.r �• / !� `' L� ,!' / r �Sl; ;ltt��� �;., ' € � f } CIRI� 1R Sj� tL, ., `�s;�, + i�A,,\11V h�� 1 �,\ ,� i f•. ;'�"' o •v YYat.Wt. a ff f tl ,� ii?�\: \ ,q, IE ✓'-'�`g. 3 I S 3 ®� h i1 `i / f !� ,./ '° w,=z y �''^' / %' .r ' f' f �' b ••� !t �f _ 7r i0!!1 �G: � �'10'V0; �ws� J*� ,�` f �� l / ` ',�`O "m., � p � �. _u_ _ , �I . � v-,r �. ^' 's"r- •'�' r %` ({�� / � -., ! ^ 3 \4 i T� =11 LF ` 1. z t Yr % ' {V / geoack �Q _ / / v` ✓ i' A 1 - 11 (` k. \ ? I A` 4 r.. , V I t 1 r / r t' 1' �t3 5 I0`tk• 42,+2-1.05 �`6 j� 4, �%1y,�f l >s ri aa�f ,��,_= 352� i� .«, _-_.. � !'' '� = 25°'2�`1 "R %- -�% l8' 1/l,�C.�IP �, -'• -- !.� p" �,! J �� i / // / i •� i � � E i t :� .�,`; � rf / �' '+f ./,/ 2+0. ' % , t,-' /•J ✓.,, -V. `3 (t •�"t �77f _ _ '� �` ! . ,, '� ,% "� ` � ° N 25° 749 n cr � ; ' ' �' ," �-- � � '' '•, � .t y '`, �O Y Cyr iI ) r ,� Mdf.(typ)� } REYQV6' EXI&ING i EIJD SECTION & TIE i1 j 1 / Im VO Ex.18-NCP } .. 1Ss f DC 17110'00" ';+= i �(j f r �, yQ°� `C °� ' �, ✓ f ` - w� / T 122.82 Contractor to verify exising waterline and pavement �'� ( ' j ` ° F _ e - R� 0:00 4'' termination points. New construction to begin .at �� - _ - 4 �c,s L = 4`3.74 ;' `c 'O Q t \ _ z_... °, Llml S p approximate sta. 39+85. As -built elevations at existingy" 'o� ' { f �f1aS8 _ .___ t ..�°`' ,� ,;;%' w So f � .� �--'' _ a► "' _ ` � / �' i w o • � -:� f ,, . ✓'y s: -'- - t i 111 i�} } l l i V 11 t 1 I i i t'i'111 ! 111 ! 1 i 1`! f road termination shah be provided to engineer prior #-- 5 f - `> >.. j ►°� i E -`9 3' t v �, \ 2^!` :•' �.J� � / 4i '' / �v0 ,.,.:, �{ �`' °w, 1 \ (!'� .,`�'� .y� � to start of construction. a•,, Stop Sign 2. anti"., -t� ..� .- ` M....-._. •N' .\ ''a„ ° ....._.....-._ }.�`:"�.. }', f' f; /f ,,.g„�," `� f,, / Roll top curb detail shall transition to CG-6 detail s a - �� , ! ' ;' \ ' ! f _ �4 /,' :' _ ,-�, "" r %° $ , '. ; +\ { 20 ft prior to and 20 ft after curb inlets. See ; E3C�WL o ! 1N -- C �,. _ • '' ' j `r`.. N A p e Bernd O detail on sheet 1.10. / I / RI S#a='�89.54 '. \ � f f ,� ' / �s `,, _-- •ram-.__ ,' ., --`• 1 ,,y' �' .�, c, I II � � �, i a ;t•ir � � � (b7 �. r 14 '��' f / o`er �\ t' . % � ' \ .►- `` ^` ---.' 9 !• j Da 1 \ ' CA e E �3 i .n /` CYi ;' PI A i CA I E �' I ?{ t ?► Q4 C7 ,!� 0 \ N Lin '. /� /` U! r �' Existing wash rack meter to �' f% j • . ' / _. c. 1 `' �� N , r t" l _ 1 'r Nr� - \ ;I Q be used for Lot 16 water service A - \ th .. __. �r` o��' \ �' _j. `a' 565 560 555 550 PER 540 ft thin 535 'Pl; E_ 1 41 a T REDFIELDS PHASE 4A: STORM DRAINAGE STRUCTURE SCHEDULE (Number, Type, Length) Str. #1: EW-1 Str. #2: DI-3C, L = 6' Str, #3: DI-3C, L = 6' Str. #4: DI-3B, L = 4' Str.#4A: MN-1,PIOD, f2t" Str. #5: MH-1 Str. #6: DI-3B, L = 4' Str. #7: D1-3B, L = 4' Str. #8: Connect to Ex't. Str. #9: ES-1 Str. #10: DI-3B, L = 4' Str. #11: DI-3B, L = 4' Str. #12: fAR-f , (1109, f-IM Str. #13: DI-3B, L = 8' Str. #14: DI-3B, L = 8' Str. #15: EW-1 Str. #16: DI-38, L = 4' Str. #17: D1-3B, L = 4' Str.#18: MFI-i, MOP. I'101 Str. #19: DI-36, L = 4' Str. #20: EW-1 Str. #21: DI-3B, L = 4' Str. #22: DI-3B, L = 4' Str,#23: MH-f,#IOP. 121►h Str. #24: 0I-3B, L = 4' Str. #25: ES-1 Str, #26: DI-3C, L = 6' Str. #27: Mg -I, MOD. j?)M Str. #28: DI-3B, L = 4' Str. #29: DI-3B, L = 4' Str. #30: MH-I, map 121M (See Redfields Phase 4: Storm Drainage Calculation Manual for supporting documentation) Redfields Road 39+85 to • • 130 mph Design Speed SCALES: 1"=50'HOR 1" = 5WER RM 4•t 555 550 MR 535 ten> enlrle rr I ` r •i!O '�.oi 1 E ° i a0G i Icu j s,� ....�. '''�""' ! 3 i ! .,__.,_."- "__.{ ck$} _ i i� # i ..,._._._,....... ^-' .._..._. E ; 1 I "in ._ T 1 7 i i i Q ,^ p-�- R-T 33 ! 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I(�j.--_, t 39+00 + 40+00 + 41+00 + 42+00 + 43+00 + 44+00 + 45+00 + 46+00 + 47+00 + 48+00 + 49+00 + 50+00 + 51+00 + 52+00 + 53+00 + 54+00 '• ` n i 3► M� ss lk THE COX COMPANY rlanners Cfvll Engineero landscape Archite� 220 Eaot Hlgh Street ChaHon-'evllle Wglnla 2296E (004)295 7401 Job No.: FkANK D. COXIJK,, ZKRFICATE NO. � 77t9 O NSSIONAi Date: Novemher 1, 2000 Revision: January 12, 2001 March 16, 2001 April 17 2001 June 26 2001 July 27 2001 SEP 10, 200l Scale: Horiz 1"'=50' Pert. T'-5' Sheet Title: l edflelde Ko,�id Profiles Sheet No.: IL ME COX COMPANY Planner-- Civil Engineers LanAscape Architects 220 East Hleh 51:rewt Charlottesville AgInla 22002 (e04)260 701 Mp Id A iff m Job No.: 99-250 1 OF FRANK P. COf JR CEK7'IFICA7-ENO, 2779 7 81 il—0 N A Pare: November 1, 2000 Revision: January 12,2001 March 10, 2001 April 17,2001 June 20, 2001 July 27 2001 ':;CPT- 161 �)20i Ncqd IV) Scale: Horlz. 1"�=50' Vert. 111=51 Sheet Title: Courtyard Drive goad Profile Sheet No.: 5, 10- f, AF W 3bXZ M M I 7HECOXCOMPANY I A�' V i - - - - '' - � I � 1,;� __ I I - - - I. � , il - , , V I � _�_ , 1� 611, --- ; I I 14 , - - - _ --- - I , / / "I �_j I , I- - I- I \�,� 71 . . _ " __ -, _:�_�_ , - -_ --- - __ --- - __ -_ --- -_ - � / �, , I , , A / N. LO) 'I" , � � � __��-- -, , -- � 13 -- " -- � - -- _ -.-- - - ____ -_ -, - - / / / 11 1�1 L.andgcapeAtvhlt� "I., . _7 f/, , j ,� , -/ � � , -_ ,_ __0 - ,- _ - -- ____ -, - 1/' � I / I I I 1�0 I 1. z , _-, - - - - _ - - , 11,� A � , I - *_1 --- - * \ I 11 i i I 0 � ", 1�vll I . - -, - -, - - - -=: - _:�,_ -_ -_ __ � /' I � � / / __� _�' '" w -_ � � ,�, I 9 I I / ,,� -7" 1 11 ( ...... 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I / �\ 1 41 � Z' -, - " - -"- __ - _1 _ - - __ , __ - __ __," � I __ __ Str. #2: DI-3C, L = 6' � \ ., Z� � I 1 � I . \ � " ��, ; \ 2/11 \ \ I � - 'Z&,-- --- -- -- , -0� --- - � __' , " """ __ --- - ".- ___ __ -, - --- 11 \ I I ; \ I . I \ &-,0i_-- -- - - - �_ - - 9���____, __ --- 0 - \ 0 5 \ \ 'k � � - � 4' �_ 1-1 - _Q / ___ __ --4;+14W - ��_, __� .1 , -,-5,2 - , --- __ - --,--- - _ - _� , ,\ I - \ , . 1, ,\, ", �1 " I / -1 ,��Q,�- - , - , .. - __ --- Str. #3: DI-3C, L = 6' 1 ON, - . .1, \ ,*** � I � , , 11, � I ,� \ ", k_� � "� - - " , __ ,_1 _\ __ If % �. . lk 0 � ", __ - _1,_ - - - W�,� , �_ - _� __ __ i I v 1 �_ , - __ \ �-X_ � ,� 1 1 .", I ; I � \ I A�/, / - - - - - rx�, - ---- -- - --- --- - - -- -- --- -- - - - - - - ,--- Str. #4: D1-313, L = 4' "' \ \ \ _� . ,� \ ,,, (it - I - ... � - - - - _ 14A / � _(_�k) - y \ , \ , \ � � r/1 1 � I 1 " ; , '.1 ,�_ , --- I— -, - - _!Z4 ." � I \ .. \ \ - 6,,r88, / - , � , t __� �, �', I k I I I % . � \ `_ -, / --- ,-- ,- - 1�1, --- ____1 ,�, , __� __ --�- - - � � � I � 2 "I _` .1� __ - __ --- - - __ 1_1� -1, . " 1- - -1 . I \ � \ \ - \ Ii , 1 1 11 2 , " \ ,,, - �_� - __ � . .- -1 7� � __ - Str. #4A: AW '\- . . \ � \ U. k 11, I � t__ , '3 i f I f 1 � I I ,,�: \ \ I - -, - " __ - --- - __ __ � - , - - __ 11.1 - - ---- _ - ,,ADO, RIM '�' - '� � - , , ,p - , - -"-,- __ -,- -, __ n; - - - -, __ � . ��i\� �,� 41 1 f, \ - "� i 1 7f � I � � I " �"_ � __ ,______1 �. ", - � , - . . \� � � � � - , I I � .-, 1, / --- -1 , , ,� --- _� , - :7 �_ - - __X� "" � ,-_4 � - I --, /, . . - � - - � - . __` - f _::� I __ - __ " - Str. #5: MH-1 I I i 1 -� I I "', �_ ) ____ --- --- - ,-- . �:71__ - �_�, - _ -, __ - - , " � x C , tt � I -�- � � � % ,�\ \� W I I "" I � ", ", ", 1�1 - - �_ � - __ - _ _� - - - � I - - , __ Str. #6: D1-3B, L = 4' 'i .. X \ \ � � . � . I , .' " 11 � ,� � ij � --� . I I I " ;I .- - - - - ____ - _ _ __ --- __ - - __ , . . . I - - __ - _ - . � __ __ I . I � t - . . , - __ I \ 1% I , 1_� __1 - 11 -, -, , --- \ "S' co 7� . 1 (6�0� - , � - ;` I / i / I 1 -, I" _ __ ----__: -,-. --- _ I \ 1, $�� <01, . -1 i 1 1 18,901 1 / " - , I " I - �� 11 1 -1 __ __ � - - - - - __ --- - f I- I-- '_ -,- , _._-- -1 __ � ____ Str.#7: DI-313, L=4' - � �_ _,�, "_� *, ,�", f � , ,- ,,�', -, - _1� - - _- �_ � '.- " - -, - ��_,_ - � � ') , - . � � F' I � '-k .1-4, / t , - � -, - I,- . _/ __ __ �O ___ / -, I , , _ , ,_ - -,-- ]_� , I � , , - � I % \ -7--f�". ,� -, ,-, J'l 1-11, -1 - -, I , _: � _�_ _� �, - 1- I,, - __ - ".. -, \ (:: ) \ s9 6, / � \ I \ I 11 " \1 I 1 � � I I I 6� t il \\ 'k " % _/ -4. , ., 1. ,� I :1�1 , I " _� - - --,- - �,, - �_ . - - -,j,__F_z_._ -1 _-, ___ - I � . - Str. #8: Connect to Ex't. �, \ _� � I I I I . i , , , \ L, 1� I _� _. — , , ,,,-- __ - . __ -, . - _ , 8- 1 \ I I I I I " - - - _7 " \ �t "', ---I, _:� __ 7_7 __ ',,_ I,- . - , --- --- , I , - Str. #9: ES-1 t I \ � \ N I , � " I I I ? 11 I � ". .1% I �, - - __ / / I i �_ - - , . _� ` - 1- .. I , 14 ,� � I I" \ I I'll , I- - . �_, - - :: _��_ ( , '711 S ____1 - \ 11 _1� / i, 1 1 t 1, ".. , .. -, \ I 1, I 1% ',,/ � � 11 . I ____. --- __ ( - '11'. .F*,� / - Str.#10: DI-31B, L=4' I . � I - , ',1 I., - -(-- & - 8, v 1q, - I , _,, __.- . f S -. `.", 11 , % / 1\ . � � ,\ � � _ I x � ___1 f r 1 "' - ��, ,- - 11 , /___,��__ --- Str. #1 1: DI-313, L = 4' 1, , � ,� I iI _-, 4P409, \.F . , \� \ ,�� �, I � "I I / 1, /I , __ _: " , - I - - _1 �._, __ " \ � � . �� I __� il I I _,_:�� . � ,/ ,,- X `fl . 1w, _, � _ --- . - _ -I.: -- I \1 I, 'I- 11 , I 1 r2 -, , - - __ - _,� _.S� , 'I \ T___ " i 1 1 / I 11, " , - . 1� . _ _1_1 - j I- --- . I "' \ "k 11 . P _� I � \ I , I I I �� _7771 , - . " ,,, _YF - -, __ Str. 912: M14-1, PAW. F-W _____ - \ , \ i * �__ / I . - 'N I X, I -, __ --- --- � 7. zA-2D -933 -J - / Str.#13: D1-3B, L=8' .1 �l , - , - . I . � , , . I I _ - I - - , \ , � - 9 22 S.5 , '�, / "' ' I- I � 1 ,856 S,'.F - . 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I i f I I ! � ; i ' to - i 1 I i ; I 1 1 I I i I I - I I i 1 i I I . I I I I I i 11 I j I I i i i i . I � I I I I i ! i j I I I I A T_ __ i _#_E:�Ii�, I \ � � i � I i I 11 I t — . I I V ',A w - I I I i 1 1 � � � � i i ! I � j I i I 1 1 I - i i - __ I I � i I . I I I I i � -+-- __ _ __i__ ____,__4__ . - - - — —.-- — __ __ _____ _-, __ r - — --- __ , � __ I 11 i ___ ___ -, __+__ __ __4___ _-1- I_- __ I---,-- __ -I--- __ __ __ ____ - ____1___ -, - ___ ___ ___ __ � . __ _ __---4------j 1 _T___ --,-- - - __ 7 - __ ,--,--. -- --F-- III _ - I I - - I . . 1-1--i- I _1�0_ - 5�-- --- --+ --t--�- -- __ - 11 ___ -1 ----I I I � _ ____ - - --l _� 1. ! I ___ � --- _ _-, . I—— T- I _ I I 11 , I I � I i � I � � i � � i 1 � ! I ; - --- _4__ --- . I I i . i i I t i I I I i i I I I 9 I --- _ __ __ __ -, __ J_ - _ __ ___ ____ _1_ ---.,.. L i ! Is � . —.I-- __ ----- -- -_ ___1___ _ .___1____`, I __ __J __ ___ ____ __ I --I----- __ -----, 4___ I --1-- ,--4------ 1 1 1 , � I I � ,%S`� I I F_ __ _ T_ I I , ____ I � f I i _H_ 11 -- -- --- 2 - �1 ___1__I _�__ .__ ---T---- � il, 1 ( I I Y, I [ i i � i I I i f I ___ ____ ___ - ___ I i ; � I I I , , ( -,- __ ___ ___4__ ___ ____ ___ __ +__ 154 __1_1 � � f ___ I _ __ __ __ __ I ___ I I � � ___ ____ ___f_ __ - ____ ___ -, ' t_�, __ - - __ - __F___F . . i I I— j , - -t � i -�_-��[--- -- I - 1 1 1 i � �--- 41 __ 1— -'— __ f __ ____ � --- I I I i I I i � I I --i- i __ - __ ___ I _f ___ -4--, ; � .__ I -4-- ___ � , , 1 3 1 ----I-- I ; I i . --f- --- --t 41- __ I— -,--, -----)-------r----4-- __�_ -f- I I . 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I i I � � i � I i -, __ ,--,T- _____ -,-- I i , I I i 1 1 1 % I I i I - -j 15 I 1 , I i ___4 -1. , I 1 i I I -"-_-I ---- , __+__j__ __ i ; I I -t __�___ ___ ----. __J___[___J___L._ -1- __ __j - ___�___ --J---1-T_-_- - I I - -,- - 4 ------ ---t---" ---- -- -- ----- _____ -r-- i 'IF I �_ , - - -14- 1 __1f____j-.__,r_-_,- _1_ _f____t_f_ -t-----j --r - I I I I i i I � I i i I ___ --- __ __ _____ ------ - i I i i 1 i i j f I i i � __ --- __ - I 1 1 ! i I i L� __+_r_ ----�— -- ; -f--- --t -L -,7 — I i -- --!---! - - - 1 I 1 ! 1 1 1 I __+_ � I 1- - i A i [ ll - � J 1 � 0 -� I i I I I r i I ! I 1! - I I ! i i i I i -I- --- -- " i 1 ,�� 1 i � i I i I � . I - i ! ! t I I I ! i I . I r . � __�'___4___ - ___-, _�__ 4 T I 1 1 F_ i I I � 555 -./ A... 555 i f j I � I I ; 1 I i I i � I i i I I � I i I I . I I I i . I ! j I ; ! i � I i � . I � i � L_ loul qj �1 FAq AV I 1 � I 1 1 i i � i - - I I ; � i f I I -i I i i i i i ! ! I ! L_1� I I ! i � i I i ! 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I i I i [___L__ __ i � I � i __ I i � CE nine I L i 1� i __ 1 - _ ___ - _,_j.._1.__-i _ - -11---r-i --- � i I I ,_ - _J __ ___L_ _1- _ I---"- r 1 7-- --..- .-T I I I � ----I- 4; � ___ +1___ L_ ____�__ ____ ____ I ----- - ---t- I __i___ __ ___ - - i , � _ ____ ____ I � I , ; $ i ! � ! 1 � i __T � - I __ _ _, _ _.,,,_ _ -, _ j ___ - ( I—- , _ - , __ ____ 1 1 I I I - - 3 -_ -_ -_ --- ______ --- i � /0 ---I--., - 3, 111 --- I __1 � _ , 4___ � _1_1__ __ If IL _1 - - -----I - , --- __L___L._ I— _.- ____ _ - ,- _1__ __ ,--4,-.--,- __ - -�-- � L__ __ . I ---I---- I I � I I � � I I I i I i � i If . I i I I I I I � , j i --- -A � I I i , I , i I I I . - i __ __ _,-- .-----,- -+ 1-1-1 _I___1_1__1 . _j , ! I i � I 1 i � I ! - � � j __ __T____ - I i I ....... r-r- - - i --j ------ J- "----F-- i , I i i 1 1 I f i i � , JA I, i I I I I i ___ __ Lj I , jf - 1 , I -rr-1--7-1- ___ __ � � -1-1--41-- __ _-_-_L1_ _-__!___ ___L wi " _ t---+----�-__.__ i .- i 1_+___ ____J1___4 ___ I t __ __ _ ____ -1F1____11 � � I i � i 1 550 - _4_1__11____ 1 1 i i I , ----I --= ----F --- _1__i___ ; _ _ -,-F,-T- �6 ! ; I � F I I , i i i I 1 1 1 1 e i i i ! 1 I 1 L I I 1 U , �, I __ � --- i1__..],,___)' -,-,-L--- ---!-! __ - I _J ___ __ _J\ __ - --,-,I-"- 1 I I I i ) I t I i � - ____ --,--,-,- i 1 � � 7 j J � i i 1 I i � - I I __ _ _ ___+__, __1 - I I 1 I I I I I I 1 I i I , I 1 550 � __ '___iF 1",R::::N(F I ',,- I I I \i i I i _ __J I . j I I I I I , i T _ � , ___�_ � i i I I i i � I i � I I ) I 1 1 1 _ i 1 ; I i � . I I � i � I i i I i I i i I I � � � - I - . i i'+N - I i � . � t ! ! � I � � I � I I � � ! I � � i I i I 1. -1 - _L_�___ _ _ -1-_ - - __ I __I_ __4-- Dat-e: I i I I 11 -.--,' I I - ,---.,L---- __ _+_14____ --,----4--.j---- _-4-- I , _.___ __ ___1_____ i i I I I— 7 . - _____ __ T_-__" __------'-.r-- - ___ -,-,-, - -1 � I ____ ___ __ - I—- ___�-___ _ _ i --1m-- _ � - � � � , . __+_ --- _____ I � I 4-, - - d-__ _ - __ -� [-----. -------T,----- ! ___f___ __ � I ___r__ - I I t k _j _+_1_ __ i_______1 __ - I __�___ __ --j---r---. __F___T__ ___ i ! i I iT- � i I ) NOVEM13ER 1, 2000 i ._,�_,_� � -,-- i � i i I 1 � '__ __ � , � t I I I I i I 1 ____ ; I ! �. __4.1___ . 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I I I i 1 3 � ___ r __ I �__ i ____1__�___Z___4_._ -7 __`____ 1___, � 1 i - I , I I �__ __ __ - i i t __�, _-__-_I-_-,----- -- __�_ I - ___ .,__i _� -1--t-----�--N Z---,- -� - _____F __F____1____ ____ -7-7-77 ,`-�, ----T ____ __ I i i ! � - -jr __ __ - 1 1 I ___1__,_�,____-- -+_A_._� - ___A___t___1j___11_ __ ____4______i_1__r_ I f _ T__1___ I .- T . -, _,_ --,--I- ___ I— I __ ___ ___ ___+ ,� I � ---I---- ---r 4 1 1--, i 1 ; ! ! --1 I I - -4-1 --- -----�-- ��-q�-- ----4---, � 4---�-- - ' -"---',----�--+.-��----,�'.-,-t-� __j__1,_�___ - � , ___Tr__-f� 1 -------!--- J ,---+ _1�i�T J0VE 20,2001 l i i i I I j I 1 J_ --- 1_1___'1__ ; _�___ I __ _-4-4---i _1 I , , T, I 11 - -4--�_+_+- I - i-44- ! _ - f i , -1 I I - I I I I I i ; T� 1 , 1 - - 1 1 1 1 I ( I , _ � I I i - I i I ! I j __ � i I i I -1- -1 I , I j I � i 545 14_�__ __�_ - -, -4--li -.-- ---+----if ---- 4 L 1 1 i ,� I I 545 1 i i I I i - - I ; I il 'I � I I 1 , 1 I I I I I I , i i : I I I JUL Y 27 2001 � � , � i � I I I � I . 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O �- o #� w /i C C �` M ■ M� 1 � �l � THE" cox COMPANY f%amners C!V(1 crlgkleen, L,�rG3G.til;P; A eh rect5 220 -apt High 5treet' i harlatt-e5viile Kirginra 2190V (SC4)2 j 701 pNASE b �A, �z z 6EK7-Irrc/s; E �� F- . S.S 0NAL_ Date: November 1, 2000 Rovi5ion: January 31, 2001 February 12.2001 June 26, 2001 Juiy 2% 2001 5EPr lo, Z�l scale: Horiz.1" I ( _rt. 1 �' Sheet Title: Storm ,aewer Profile_ Sheet No Storm Drainage Structures 1,2,5 & 8 (See Sheet 3.00) Length (ft) Length (ft) Storm Drainage Structures 2, 3, 4 & 4A (See Sheet 3.00} Length (ft) Storm Drainage Structures 5,6&7 (See Sheet 3.00) Length (ft) Storm Drainage Structures 9,10,11 &12 (See Sheet 3.00) Length (ft) Storm Drainage Structures 13 & 14 (See Sheet 3.10) Length (ft) Storm Drainage Structures 26 & 27 (See Sheet 3.20) 4, 00 of 11 da ��p i �- -�.... -- ��� . ,, -' ® I NLET r�RE� ~ \ a = �".. > �fj/! ry OUTLET AREA �� ��� '� \\ \ / / ' j\ � o / 1 ,�/ f ,\ � . ! j `�� ors � "�� -- ! ,./ .ram T s �d YE�JT QFT I DNAL. 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'pp�f °�\\,tt flit 1sF .}'`, t\ t.xr- ` f 4slljtlili f`il I .,t\' /,r i111 z \\ 1 J. r _ �,,. c.r. t 1 'I>!J f f Ate\ ' I, : 1 ," � i, I I P 1 1, i t \it, * / f / t� ' ' �� f ,f f - f r: ��� ��� °,�.. � a 8 ._.__ --- \ Ioi O ", \\fir\gym\i w ;ca', , - 't'F' '1rrr'r:,; _,..., \ ', tt„ f' r 4 -;a € I _` ' -- t F , t,'n g;t ,_ '>(.. -'' ..-'" I'd 1` i t! -l: , : S :it r♦{ t "i , i.§ \, i , -' tip.. r' a \', , ✓ -, ' e- Lars Lara ►qrm - �-, ®1 ta'ao Wr 91 Wr4 I Wr 1. e Wra / IF LOT to ® Wra d1*tm' a tAr 1T " ��v �0 O ,af 7 as wa �%r ao Wr a �wr 79 Wr a iar ri \ / ! �/ / \�i4 BMt' ANALY515 MOOIZE'S C12EEK WATERSHED 1 "= 200' Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan..-Redfrelds Phase 4_ _ _ _ Water Resources Area Development Area Preparers " ..._ Hal Jones Date 30 Oct 01 Project Drainage Area Designation DA_#A __._ _ - --____ - L storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 0.05 + 0,009(I) Pj small storm correction factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, A 18 5p� C pollutant concentration, mg/I or ppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency, RR100/L(post) Rv(Pos1) v - 0 20 203 9.� 0.05 is cover <= 2 _ _0 RR % RR Area -3 69 16°/ D vel ....._ - . 8 38 5 Dri 7 /o nki 6.99 , „ ? 70% Other cover > 20% 11,22 8 80 78/ Dnnktn Water W _ __ _ atersheds i 9 12.8-- ! 9 5.- 75%t Other Rural Land �_._____ ._ Interim Manual, Page 70 rev. 16 Feb 1998 GEB Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan Redfields Phase 4 W ate' Resources A e r a. Dev elo meat A Pre arer: Hal ones J Date: 30- Oct 01 Project Drainage Area Designation DA #B L storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 0,05 + 0.009(I) Pj small storm correction factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, (__A =_ _96`00 C pollutant concentration, mgA or ppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(I)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency, RR100/L(post) nvtP 5111 v I _ _0 35 _363_1, min. values Redevelo ment C f 0 05 t 2.46 0.06 , 3,31 cover > <= 20% Other -,b d .lb (" 14.4d 42/0 Development Area -- - a 24- 1 17.38 ] 15.29 88%, Dunking Water Watersheds - _._ _ _,_ 3.31 , 19 86 ! 17.05 `86°/ Other Rural Land Interim Manual, Page 70 rev. 16 Feb 1998 GEB 09AI Y/ IVL l iKE �dj3 i' 'L111 i L]_ !� THE' COX COMPANY Planners Crv11 Etrgineers Landscape Architects 220 East High 5trcet Charlottesville Ylrginla 22" (e04)295 7131 PHASE 4� �) �- w-, I Ilu ..! k� Z4 V r{Q�. -` 4. Job No.: ^ ^ 99 L 00 o����L� H 0 L/ -/ � FRANK D, COX, JR: ; A CERTIFICATE NO• � 7719 ASS/dNAI. �' 0\ Dale: October 20, 2000 KCV[ tote: January 5, 2001 March 2 12001 August 15, 2001 %cam 2tg,o t scale: 1" = 200' North: shoot Title: ,5jWP An,31y�i� Sheet No.: CONC. A TOP SEE DETAIL GATE VALVE OPERATING WHEEL K92111 -qZ' DIA. CON WATER WALL CA INSTALL DOUBLE STRAPS PIPE AND SECURE EACH END TO CONCRETE SUPPOi 6'— 12 " M, TRASH RACK WITH NO OP LARGER THAN 2.75" IN ANY DIRE INVERT=z RIP 5PLILWAV � (b ,4 CROSS-SECTION AT CONTROL SECTION TOP OF DAM ELEV.=494.40 'qVERT=473,00' RIP RAP A % 0 /0 o 0 I !Jr 11 it rT if \V 0 0 Ji If N if v yll A f, If ff If P y" A/ j \i If`ltrlt I f I t f j 1 t, r# j t g a f i j' r ! l r i/ 1 1 If If tf If Aff I /,,V f J1 t /v;tf v If A i /V / v /V 1 P., Ir A V I V /I j AIf f liiYPd "f f Q , exi f i " -, /j ) Ihfif 1jr jfA it lit y 1 If V Af /I/ P M A 1 V If 1 Ik v f/ 0 PV j; �v' A% Iff n I y q If If it If /' If If / if If f if i f V If 0 % If Ar -Ar 117 a _vc A ME COX COMPA IV Y 11--inner-4 CA41 Engineers Landscape Architects 220 East H10h 'oprmt Charlottesville Virginia 22902 (804)295 701 PHASE 4A zsV 4-A ZZ 1% q) 41 Job No.: ,9-2 ,950 � V OP FMNK,9, COX JP.. CERTIFICATE NO. mo to ASS/ 0 N A November 1 2000 Revirglon'. J,mj,aty 12,2001 June 29, 2001 OctoPcr 29 2001 Ajevep,&-r �,q " 201 Alovwbev 50, �l scale: 5hen 5WM Pond A V POD CROSS-SECTION AT CONTROL SECTION TOP OF DAM ELEV.=504.50 CONC. ANTI TOP ELI SEE DETAIL ON GATE VALVE OPERATING WHEEL (L NOTE: STEPS N01 2_7" DIA. COI WATER WALL C/ INSTALL DOUBLE STRAPS ON PIPE AND SECURE EACH END TO CONCRETE SUPPORT TRASH RACK WITH NO OPEN LARGER THAN 2.75" IN ANY DIRECT INVERT=49( RIP R. 4 VER T= 4 6-9.2,5" . , ■ Ar 'Ar X%Z t i 1a =1L_ THECOW COMPANY Plannet-4 CA41 Engineers Land --nape Architects 220 East High Street CharHttesv/lle Ylrglnla 22902 (W4)295 701 m Job No.: 99-28D Date: Noveml7&r Z 2000 Reviolon: January 12, 2001 June 26, 2001 October 29, 2001 �ov�MlJey �,��1 Scale: Scale: 1"-20' Sheet Title: S+NM Plan - Pond S Sheet No.: 10.20 - I , , �,, - - 7-, � 11 / , /- " �,/-7,",-, ,` Atf,��-��;-,,,�,;,,�, 1_".' `<X1,Z 1, I � . ; '1' - � / I � - --- -- ------ - - - , --- ____,_ ,-, --- - - , .11 I I " " � , , ,�, , �, - - - I - - I --- - . - / I � � I �: , - ----- " " 1, , 1. 17 ---- -- - :� � " ---,. � - '. -1 � �� - � , �it / / ., �/ : �, " \ 1. -- --:�', --:- I , I ; - - __L_-_____: , Z,__ ,�', __ - __ 11 / ,- , , ,-• � - __ �, � , - __ _,.�, - , - _� I" I I " / I - - -, -,- _ - - , __ - -1 - _:-_:: ,,�� �, ,,'- - --- - ��, / 11 . ��i�6j -,-- - �: - - '-, - , I .1 11 "I. 1---, I � �, � " -_ - -- _ 11 , � " j I , / / , 11 " / I / -----4- -- _ 11 . ,� " I '_ __ - " / / I / / , ", -1 �1' " I / - " ,� -: - - ___ - , 1� / 11 - - _-, / 14 .1 I - � . � I I / " 'i � I - - - - or, 11 i , �, " , �� �, , z / , / / ./ /I , ) - , - ,,, I - --- -11 , - 11 I / � /, ,� 1, 1, , "� / / 7 /� ------_-- �� - , -- , � , " .. . 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I ,\� � " I � � - � ...... - - " " \ \ LOT \ Ir ,I'X,,� I " _. 1, - - ,�\'-"'k/-� �- - V5",4,, IN �, k � � % , " ,�, , , , 't � - , "- . ,� _ - I, �\ � - ,�, , , -- ,� " ,��, \ ,- * � I �. __ - \ . � I I , � ", , " , \ �� \ % \ 4aN 0,;�',Mzlp,,� , - I , I � \ I - ,,,',, I % " `XN�\ ,\ � ' 1 4f 1, "; I --- �7, - - \ q �, \ I F "',-1-11-11. - I , .'� , 11 � " ,X ' \ 11 � -11 I \ ��, ., , , , , e CV _ - '\"-' , LOT k .1 ". ,." � \,,N,,"N,-\"�,, , 0 � I%\ \\� , . � - ` I , -1-0 1. .2 1 " , -\, 16+11- �_, Mw,,,' -,, � , � 1, . �, \W#_ - -A 546, _ _ - -- - 1\ \ LOT 4,�-,, ,��;- ,\�N' � I , I �, \ � � ,* I 1, I - - -_ � lb_,_)k�_ / 1� I 1�11% , _N�, V . 'I, , 'I-, , I I � \ , �\ N 5� � 'All 4f \ ,� � \ \ 1%, 41 - \ , I > - \\�,,, - - - \% \\" �, - - , ,� 11 'X __ - 11 , . -, . �,_, \1 "I t, LOT 43 ��, \ " I ". '. W,-110w \,V� % \ \, I % , oy, __ z '. . � � " -,.-, - " 1/10, \ � - .1-1111, �_ � �, "��, - __ ,-�.M! 1, � 11 � i ,�, x -z " 6<" \ \/�U, ,.� , _)� - - LOT 6i ,. / \ , M, ��, , '. � I � \ I k 1, I , N - -_ " , \11 \1N, I , 'I, " ,% ,� �� ,.%,, �, � � V , �, \ :"jv , ,;" � ,,4�1 7zxt�, �, , . ,� ,, I � , ,'� -�, �/, , \ ��, - , - _N_ I , - ,�� , �, " " � .� � k � � ,,, \ " % I \ I I \ " �, -, P,/ </,�,� _�� . \ �e__ P, .1, --- ;3� * - �� ,/ , - \ \ '>r�' a 1� n/ � , - , . , - -,(p � r, - �,� � 'm \ .� I- 17",�>. 1 1 , . , I' - I \� -,, f7z 11 ,- III, 1�1��� 1� , I , , ' , . _P_�- I , - - ,,, % � � " , \ � \ , , \ \ , M ,.:--� , LOT 42 '. \ , 'M - I - - , , I I , I 'V$�, - ,� �, , , " � 'i �� 1, � 'k ,,, N � , ) - \\ , . A - (�W_',' �,__� _: - _'.. I '. 11.1 m -,- ,-'I' '� "' , �', N , `�",�� , � 1 �.,,�v-% N , lz:�:,� - � lii� m� , , ;�, " ,v I - -- 0 I �gew "am i �', �\, I \ %_ _1W ,� , -,, ,�,,_ N:-, - -, � N, I- I - ',V__� I Y. - M, I We, 1� � "", -�� � 0� - ,,, 1: , , -'s"I" I "", " � " ,�, 1'1� `�,Nl p� , , � /,?/,- I I __ -, _-, i --I- I . - �,_. 11 I LOT , 11 - ?.,�",1. % ,� , 11 , - IZI- �, ; '_ 1� ,,, "� I \ , 1, , " , - ,�� •I I I- _ - � -1, _4�, � - I L,. I I \ _------,- -1. g., -� , I - , , " _X_ , I -, - - . I � � . I *�,, ,�, , � " ,*,-,,, , �, 1 7 ` V \ I .,I � " \,% \ ",\ - I - 1�N_:�,Z,1161 � " gr % \ , " \ , ,,, \ \ \ " N ", " - W, I A-1 - , - LOT 63 ' , /,o Il�_ \ ' ,�� _,� � , * M , � ��, \� - __;� - � TV, ' , I � - - , , �g " 1:, , I " ,-, I- __ , ,,,,--, ,,�,\,-'v'\`\,\\ ,� , g 't, , " - - , , 1� / 41 1 7 % IN •_ P. -,,,�� _�., - _ 11.11 , , , I WOZ -," , "', " "I - , V , , ". 7 � , " ,�, -I, 1-1.1 - 11 � I ,,�, 1. i I %� "I I /'�� \ 11� �, ,% . 11 I � , ,�/" - , �>;;-'\- - - I , lv,� \ - , " - I i , I ` - , ,� �_s;, � ,�, , , ,,,,, ,-, �� V \ \ �,,, , , I •" . , ,� _11 � V4, LOT 64 --- X lzk ". LOT 40 \ \ 1, , _<1 - "' _�0� Y , _ , I I ,� ,,,',.�, � I - ,-- -�,,, ----.---;,-',' 11, � - , I \_L,� 1,'X\\\'�� , ". � - -,,� , -, " -- , , I - � , . , >��. �� _, 1� _"- I W *` � ;�,�,'�--1 , � � , 1'\ \ �', I , - � , I 11.1 - ", \ - - , " , . __ ��_ � - .� - , - - - L � I � I � � - , - . " � �� , - -,\, 1� I -- � '-,�,F-_�� ----- ---,,,, " \\ 11 - - �� -IN " I \\"% \ �k �\\C� \ , � � , 1:1�� 11��11 I � "", ,,,��,',' , -,�- c I - , � " �,� I ,� \ , , , - , - " ,�, I � - �. .1 - , ,z t I \ ,>W_ , " - y 1\ ��-- \: Q�1\ )o #0 I � �, , � , , , , � , ,�, �, - � �, -, >; ,<� - :�_�� -,\ ,� , p I "�""� /I ' / I/ '.�,�,,, ,� , �` `�, �-- "--" �- i k., , - 1 - I, , �', - I I I " I '�, � - - -_ -�� 11 I" . 11 I - ,,, I 1, N , -1 I , .,< -_ , - 11 - . � , -X -- , -- -/,,/' I , , , _� I ' , NN �, IN , M� " -OA I \% - - , ", - I I �-,� I I L,j \' " . , -% - 11Wit''. , _1W I - - � %1- , V , , I 1'� I _ W ' ', -", I I , - , . F , t , , � 1, , 1� I - 1. - \ _<� '� I 1� , � LOT 65� I �11 \ 1, , � I , If' " �11 \ �� , " I'll I *1 � � I , iLOT 3i ,,,�,, � - , �L , - (�V\ ' \ I ' " � - � � , -, -, N1, ,-."/ , , I ,),�' I , , �, " � , � � , �,A ,,I p v 1. - I , \ \ , " " � 6?_--,'-, "", I . --.-- � I \,� .- I --� � P.-., - 1p � of "I ."/ -, -`-�,,-�,' !� '- I \ " 1� 1� I" � �_ -,- - ,_ , "., , LQ� \' " \ 1�11�1' ---,-,. ll'/' - - i " / , / ' ' �__�_ I , 11 1, '. � I �1 I 0 1 , k ��- "\".,� \, - - "k- , . * - -�� � �_, � \" "I � ,� I -,\ ,\,, 1� 11 ,,, ,�� ,,.e z- �, \, - - . - I - , .;, "I - - 1,i I 11 ,� ." 1,�,_ �Z_ " \ �,�, __ ,.� , 11 ,_ ;e " ,/' LOT 66 '_#_ - - \',� I 11"11 "I '___ , -, , , _;�, , ___._ :, . .1 'I- -, LOT 1-� I �.;,' ,t , \ I 11 � 11, I 4" I" � I , - , , "L , -,,,,•\� ,,,�, I \,--,,, , - , � � ",,\, ,\, �el ,- \ - , I , I ,,,- - " ��,,;S� \ I , 1� . , A -, I - , , -_ - " %. - i ; r �? " ", - , ,<1" � 4 1;1 I - I ,, \ �, , , \ I �. V '�' ,- � ,� , � , 5�; � . I I � I *_,� . / I ,,, - f - ,2 " _��,. -, " -, "\,\ V:"� - -,:� -_ \1 , 11 � - -, -- \ ,,-, -�, -\: , ,,��, , -, ,�- - , 4' / / I � �."\'\�_�11'1, , ,-,,, \ & 4T,�1, �, . I \�, � � I - //O� / / - I? 1"I�l I " � "I , - I I I I I I > %�;%. \ . ., " 1 " _ \�� I 4F - - / , ", _ I �-�,, - , -,,, - N , � I N - -I--- � AD . / LOT 37 �, I- / - I I � '� . -"'- / 0- 11 � ___k � , K,� �P_ , I " � " -�, , ,,, N,-, �� ,�� 1, , , -, �, I , , 1\ - , , -t -- , , , ��'11 , -, i � - -,_,�: � 1, � I r - I ',, - � -, � , ; � �, , it - .1 ... / 11 � I , _ ; , , \ )� \� I � , 171� -\ � ", i I - 11 -,----,-,,, 11 , -\- - " �,- �,�-,-, -,- �".�, ��,�, �, ,xr�---,r il� 67 ' I ----" - - , & I I I - �- , I , 6- , ,�� � e � , � , � ,,�:� , ,,, - , &Q��\ I � � A 1, - - / - ., , , N � 1�111 �,�� , , " ,.- -, V � _// ✓'I ,�', I- ,,,`,,�,�� ,-�:-_ �,Z I . I " � ,- --, ", ! N r. � � . � �, / � / - .e - �_ - 1\ I I , 11� ---, ------, _ _� ,'. , , " . I i I � 1� , �', ., I— ---'- I �, � , \� % \ W " ";�� � k �, -,�, � _-, � % \ , , 1 \ ,�_, I / I , .. - I / � � " ,!- I �. 1, , I I I I.- 1 � I LOT I / I , � ", . \ I � - 36 7 / I - , , " , , , , � " , �$�N " I -1 / , �Z�,.-� ,� I 1, , I , , 11 , so , -,,,_ I � � i � ,z �. , I t . .,; , I" � 0 � ", , - -- --, , " �,, , " .,, \��t:��) L,, , \ � _:� � 1�1, Z-1,_ * -, - � . . ,_ N; I- , � - 4� � , _� 1\1� - -_ _ Y \ �- - --�- - - - --:�, - , ,v 7�, I " � 1� - I � / , / � , - -,,��,,: 'k, _,� _\ � I * I 11 I �, ,�"" ,�, � � , 1<,�� , � , � I 1>�, I I I - � \\, � �_. k I \ 1k, I �, - � 11 11 "I, "I 1 1, < , - - i , "' . I 11 ��, 11 ./--- _. I I / , - � " K,�-� , ,-' - I - V \ � � - `' - / (D / \ - -- ,'\ e , 11 " - ,,,�'_,-"'� �,, �,� � I / ,_� - , , , � �Mf,,, ,�- ", I I A 1,/� " , � �\ . , ,%�,',, , " �, � 'N , (�, ; I - / / I i - \1� , I � 11- " - - I 1.4, Nq I .1 I - - ,\� � , -- \ , A \ , , ") 1 i � - /,, I 11\ , - . U / / ,`-,", � , - - - A I \ ,-, V - - " � 11 i LOT 27 / -"",\,�,,,�,--, - ��- \-, <,, �., i � "', I� 1 � _11�1 1 -1 -,, / 11 LOT 26 1 " " , , , ,V,\ N � i f i f � � . - '1� " I �� , , , ,� .1 " .>, � , - � 1< " � I 1,\ \, \ - , I � i . - '--��,,,�',",\ , \ kl�_ - / - �, , I I \ , 1 6, 1 N\ 1. � -11 : - _,_,, - , ; 4, � I I � ,-, \,� I k 1, Al - \ , -, -, -, IN N I � � '.1, I - � '�,�,�;�"S�, , , 11 - ,� - - � V " LOT 35 / �/ 11 i / - , " ; I q " k , �� � " ,� \, 11 -, ','��'�.',�,,`, I" 1�,, - � ,\ � ,� - \ I I � � 0* -,x,% , -, \\,�,M�\', '\ � 11 -.,, , , , � � , 11 -, � , ,� ,� "' \ ,� , \ . . . -, , A -_ /;_�ft_ , � - -, " " 611/ /�, 11 � ", " \ I ! �� � V, I ----_1r--'-'\,_ I -., tol -�, I / .11, \ 11,4 i " � \ I , 1, A - � � - - V` ... . .... ,�_- /. K 1 " , ,� - - It , "\'" � ", � ��, -, \,NRI', " \ % \ \, I \, � \ N_ - \_` �, _", k, k k \1 , ->/ , 1� * -- , , _�"_-', L- -, . 'N ", \ 4 11 J / , ** , ,% , -, -Z- - � -, - � _ , \ . _'� , , I Nx,\'j �\,, , " \ , I �, , - " ,/ - I - - _'� -,- __ A 1`�, I � LOT 29 ", � / , � - -,, , , , \ - , ,-- - I e , " - I a / I i LOT 2 , -� . I , '1 _,\ . 1 '01:,;._1 I ,\ - - -, --\- - / " - , , " - �, - � , I \111-> '' I , 11 ,- I LOT 34 1 � - � , � I -1"-"-' N . I N , / � / k 1. ; 00 ','',-,'l,,', , N I � , I , , - � - / / -, \ 1, I . , . \ , -- , , I" -11, ---%If " . 4%* /I I 11 / \ , , , , -, ,`-��-, '-," " , � I I %, ", "', \\ � �__ ", -; '!.'.��-� _� � / I , '\ I "I , , \ , .\\ , >_1 - , , � -, ,,,�,,,,,,v'�, "�,�,�_1�1'1 I 00, 11, Z , - ,, . 1, ** - - - ' " � '� '4�, 'I ",\�'�,�"%",�.,,\'.� 1, -��"\",\ ", \ . 'k, -k , ,� � I - - __ / \ I ,� � ._� �, orpv . I � N '" " -, �, � kN-_ 1� A-- - � - , ','� V I LCv- ,30 , ,, _�," , " , , %--:Zz � -� , \ \ % I t, � " , ,,,I \ - / - " � / 11 I \ � " � ) \ / I . LOT 33 � � .11 , 1�1 11 I" I , . I I I � A� \,� N k I _____.______. I _/_ I I 1% � I % .� , , . 1__1, � , '-� 4� - -,-- ,� I I I I ",-) _ _." 'a..,, - -�,�x��-\"\,-L�,\-,\\�,, �,�,,, " I I , 1 , , N, /,,-. � I / -1 - - ++ �`"' ,%� 11 / I. , , _!, I � 'V ,-, �, �, -, :,-"� -,,-,',,'-.,-� -. , � '4,, 1� \ � �x I-- _�_�`\ ��, I 11 I _�,_ � �, - \ " 1- _/ - - -% I \ ,.\ \ I ** __ - _ ** " 11 , ``�''" '�. ,-,- � "%,,,'-,�%,', t \ .I- - - -- ,,-,- - I I , "I . 1, ,�, I', , "I �,__, , "x \ ,'I , � I' " ____ - , I . --- I \ " - ,t,' - 1% � 11 , ,� 1� � �\ I \ '11X1\1%1 * \ \ "� - - I /, , �� , , ,;, � / .1 I'll , / , __ - ", � " -, -,1, " ", I I , " I -, "I, 11 \- � . i I , x \ i\,'� \ j\! , , 1� , ,� -v�,,,,� / I �1. 1� , 11, -, 1, I , . 1, jk � 1, -- -- -/' , " �- -,\1 I 1, ,� 11 - - � - � - \ q� 4�, .� ., , , I ff I --k- LOT 25 ,* �\ .,t � 32 , /'\ / I/ 1. , ,, 1\ " " \ , , v - Nl\\� � \ \ " --.,, '.� \\ \,, / " - -_ - 1, ,I I ,�,_..,,,� 1�, \ 1/ � � ,'I � ,�f �14.1 " `- 11, LOT . � I & - i� �11 �, -1�, \ � %, , ,,,\' �, � `',\, �1p \ '� , 'I � -11, - , k -. .1, \ -,, /,��, 11 .�, ,� - ,--,,,% \ �, 11 I #* 4* , '" \ I 1, ' �' N. \ - . " �N AI � - - N, � -, V - `\,'-',, - - - ,- � I I " \ �, ep- . - 1� ,,,, I 11�11 �, 1 �,- , I i I � N I ,\1 , \ I "�. - .. � 4� (R � I'll � ," \,,/' , -, " , � -_ 1, W I - " -,,,. : I "� I � " \ .1 )� �� 'i V \, \ -� -. ) - " 11 �, _�, 1111�,","% \, - � , , i - _ I -,--, _ - - � . I Y, / 411 .11, / / " .-,, " a - *, - I - N , , I ,% " �� 11 A /- 1, I e 11 - I . "- I \1, �, \ N ''I �, ;,,?,�,,,--:,1 - �/ - �,;p " " / LOT i / I N�q,-, �, LOT 31 I �� I � I , I I V I 11� V, � \ IV " 11 - - Z�_,- - , ) ,� 1 � k, � ,- , -) "' " '. ,� 7w el_91� � , I - ___ , � I , " I , � \ , , -�\�,N, / I , �j � i I "I �, �r . I I -01, '1`9 '\ LOT 24 , I 11W , " " � - , " f . 1, \) � I // , \ OL�' ,e -, I / 11 I "I 1',\ 1� , � � � \ `,N� t " ", � � % k " � � I 11�' " \\\- I'll \ f , , - \,\ � . � I ,,, � I i ;, , . .�.�,,�� � , " P I � t-� d / , .1 \ -, I \ � _;� - I �N 0�1` � , ** " "I. - I- , ',I V��",\� � - "I V 1, "W , _, , 11 , �, , " � � � � �` - � 11 J, � I/ 41 - , , �,_11 / _1� 11, 1, " " � � .,. .1 I I I . I � , � � , I , - , , " � , - , , . ow '111 I " ,� I ,• I., , � , \ '"', , X " A , \ 1\ � 11 � ", i ` - /11. ��e /.�,l 11 % 11 1� " \ - " " , ,� , 0 z I -r-7 � � , 1� � 1 1 J�f I - I.. � I .1,1, " , IA , � .... �, 11 I INV I XI , - \1 I #* V�000, 1. 1 III 1PAKW?`-";, • " - 11 , 111 -_ __11 .. " -, 4wok;ws 11 \ A , " � "I � I - \ 1, I 11 \ , � , , I � tt, ' I �'!', t 1 U10,AU _j,T/1 , \ � � I , 1- 1 �1� I 0?, � I / - " ` , , , 11 . I N , - , - 4 1�,�, / * " _,;��, ... I I/ �\ 'I I, LOT 23 \ I � _�\ --,__, 1) I _0 % 'I - 1.11, #10� "♦\N '\ , , I ,so Aft 'e, " j t � 3 �, �, � I , % \ �, I � �,,��, ,. -/ - ',, � '1�pl I " ��Pl \ � I ' " I � REDRELDS � L-AN 'TRUST ' I \ I Al __11 � I 1. , _��1-11 L ... " ", �/ " �1�1, " _ _�, - 11 I'll, 111\ - � --- - --- - � - r � , ,_�;� , - * \ A* 1� ��- , I I � * 1, ,NH27'--, '. - _. _�- - I 1, V,',' W, 0 1 / ftr 0 \� \ , IX 1 I .1, I -- /w , , - I " ,� / Aql� � 1, I I W � 1 � -�_�,,'__ . -� I / 11, -, , t � ,I � , i 1 � I 1, '. 1, � l � ,'� " ! �, pal,106A , L, - __1 � ;_ Z, �111 # ,,- _+ \ � L 'i�il ,,�� j _� 1� -, - � LOT 22 � r _ � 1 -.1 N "I z , \ ... P.13 11P J 68 J( AW- - ---"'- _,?, . 11-�, :'1, 1� s I 1 , I jv�,14b, . _� , _PL - I , I __11 I , , .. 1� N �,_ , , �, , � "I ,I " I , / -- ,'�?";I � � 1 � i � ,�-, ��,_ "'.. __r I � I '11'\ "1. If1 " '! i IH\V)il4-,I 1 �O_-,V-�- 1 I/ �,`�, ", �, " _:_ - -- __�,. ,$,1 'I,i � +\ �" / � ,"N J,, , I.�V, - - -_ " I1�, �I �II I s 1i i � ,I �, J, I I I I I � -,� � , - �� \' / I " -- � � - - - 1�r \ , 1 -, * I Ntk,� , ,,, A) ,LOT 21 1 1 I I �,,.e, �, 1/ - , "", 1�,,�,��,_, . % " J", '11j,ill"i, � % ,� I- ,� , , I , "N .,� , _� -, & I 00 I , I ,��I , I , � , I , , / � ,,, 1<, � % ,\ i�l " I'llI , � i"',I -, `Z��,��,,/ ,-1 , , �, , �- � , ,,� - - .- -- -� 11)p , 11, I ._11f,1 - ---" � , , ., - _. ,--� 0" , , , - . "\� s - -, " �_ , ��.. - - _"' , , / , � ;, , . - " LOT 20 ,� 1� � I I " i 1 ,$. 1 t�: , - ,,�� ; <1'"'� I �� _111,111 - ; / Or "I LOT 3 , �,, , � �1) " 1, I / ! " ". I ; i " - , ___�z_ ,�� \ � \ , \\ , , � ,__ ,�, - ,( ., -�,', I iL� i j � i 1 - -�� - --.�w --- , ,O z Y, v , , � I ,f j I I , x " - - ,tpT,613 " \ 'I, 'k -11 " I,, " ./ I . I E �(,�Ili�,'[,ov, , -,--- ,-,'l , ,,,,`� �'. : " , ' � . 1�1 )�V, 0,,. m .1 ly , , 11 " " '� I " ; ,� � , , , ,;,� ., - , �D � �__ I I �, / 1�, 4" " Y / . - - ,_� ,�� �� - , , / , � , ✓ " � , .-,. __ _ V,4- / I _,� "I , .1, 11 1� , " , J - - � - , ___ - I� �. � I \ I � 1,.� " , � I , 4 ' ,� - / � , , I -- I I /,/, , , ,,, "', � ,_ -- ,:- __ -_ - "a , LOT . � � t� ". - , I " I- I l , / "I " - , I., N �, "I I 1� I -, , ---,----'-' _1 i 1�. - , , � / ', � \ � I %, / ' / -1 / _1' f 't � ,'� i ! i 1 " f I � " - f, - , , � , ��__ 1 I 1, Ili ', , ", " ,, / � It' " "I f . � I , , t _< , � _ , \, � . / .+/ I `� 11 1, V, 11 - I - , , I /� 'I\- - - -, _-.,.`� \1, I , . \ ,�' I ,-1, I 1, . , � - �i .ir; � ! � , - , ., " I / -, � z _ ,,,-- ,�, �, � , , ,/ / / , -_ I at.. t 11, _� ,� , 1, �, 1 1 � I I . , � , I �, " -_ -_ - I � ------ __ - t , \� � , � " � --I i f� / " � - / I , I , � . �', , __ , , ex &V *�,\ 1 4�',,�, _V -1 I - " _/ �_ 11�� """ , I - - - - \ '% "I f , ,,, N, 11 \ I , '� � I / , / / /'/ i w, � , , I � , , � , - 1�' �, I ,,� - -, _;_ t � I -, ��jt� I' 11 ,,, ; 1 ,3 � . % , , / / - _ � , ��,� _�, I ---�. ,�' 4�, \ I " " , �' " / _ - , , __ _ -_ - , " , , I/ " - � ._ - - - - �7 � . / , , " -'I-"------ .-- '/ " I 11 ", " jf '? % , � - - *, , I " , \ % I I � , LOT 19 _ I , , f,e i' � I - .1 ,,,I., �e . ", -,- , 1�' I " �1, ". � " � I t , f I- I . - - / I �_ "I. f / ,I- ��, - i� j, I � I � 11 LOT, I 1� I,- , ,,",,\,, ,11, -, I , - - , / , , -�--- - -- ���� '. ,�, " I b,o a " / 1", ", , , I " I / ., _Q'9_ -�, , I I-, _,,,� , ,.., _ , I - . - - . � ,_ I- /I , - -,1, �, LOT j \ -1� /I / � % AW 1 // - ", t , I _- -,-- I : 'e, Zbed I I , , , J�! �, " - , � � - �. j 4" - --fto-1 - - _ �_ � \ \:"��, 1. �' ! ,, I � - , , I ;,'� ,j , \ _ _._. _ - / -, �, ,,, ,,,. ", , I - , � � I 1, t � " , " , f I I � , - \ _ - � - - �,�, - / /,,?"'- ,. 1, , , ,�, ", - I • I . \ 5 , � - ,� --� I ,� -_ 1, i / / I/ ,, I I I , - � "I _. - ___ - - - I , � , - I �,N . - _,�- � , __ I " , 11, , , I z , , � " , ,,, : I , - - - - -, 't , v / ,� � , . / , - _,_ , , , I',- ,\ , I " -d�,,, �11' 11/ " I , It �� �/ "I , , ?, " " " j � � , � , I \ - , y � , I , / " �', , j IN, / - I .. � "I' - , _ - .- - I 1� 5�1� , X, I ��\ I I I , �, - , I I I , I - " I W., , I - - , _ , / 1// , \ 11 ,; I " , � I " , ��'I-,' 11 I 1 �, , , � " " " --- , " " -4 - - x �,� .��, I � ., , I A , � � , I � j I � � , , I i , - - ,- - __ - , , L' 11 - .1 •/4, I'v " - I � /' � - \ " - - - -::,- N� f , , 'LST 70 \ / I ,�', e� . LOT 18 " / � t ! , , I I I ? , , I ,- ,� - , --l-, - - , ,./',, � 't / �,,t - / � I / I \1 � . . �, 11 �, I i a I / , I � , , _, - -11 .��,�, I I \1 6� 1, " -� ". " -1 I I " ., - --� - - is - * , f _. - l, � 1�� � IV.. / . -, / " , I 'A' , , , � I - _1 - - , I , 4T .11 ,, , " i i 1 I � i / I � I -, , 'i ! � ��!I,' " � " I - I- ___- - __ - - I'1� , , - - _�il )// �, � " # , 11 I - � 1� "I �, I - - �� , �6 / I �__ - - - - 1� ,�, - I 11 - v " / � " -, � \ 1-1\ \,"I", " " , � �: I/ - I : �/ .� I- 11 I 11 11 � "I ,� " .1 .1 I v I "I 11 4 /11 I , , - , 11 I � 11 � li);_� 1 i � �,.'� � ! I � ,� , " � I , 1 -� _-�---- _ //� / '_ L__ 11 ,/ ,,/ � 1�� , , I LOT 6 \ "'. . i � 6 ,� I I � . - f �, ,- , -, _,;-� - .� / I - . I x "' ,_ " , %,,, \ % . " � , � *'_; 1� ,,, - ", _'11 I -- - - K,_ m ... `/ / 11 '�_, - 11", , - I i " __ - � _-, , � � ,- IOT,41 -,,, �, , _ � I - �� '? , � � 'I � 1, 1. � � I � i ,� ! I , , F , ,,- , , �,p X -, - - _,_ - - ,_// 111 �'. I . #+ - � " , � 1 ,�, I , , , �. �, , S)� I , � - � " I " - -%,,- " " I ", , " � , , /! _- I ,,, /. �, . ,- - v- " - / '/ / �, 11� I � ,- ; ; � , k , , �, � � i i I - //,"�,-,�, x - N, 4 I %, % I .1 � " � � � ,� � � 1 4-, , , / , Z , I , _� � "I, 0 "I 1, 11 "�111 "I __ -�, �il ,11'��' " 11 � -, - I' , , , " � �, - __ __ - __ " ,� -, ___� , , � �� LOT 17 -11 - I , ! � I � � " \ � � , � " �% � , � , , , - � , -1- - - "' , , / ,'% � - � I I \ 11� " .1 " I " , I ,X,, - ." �` , 1, __ I # I 1� �zl -1 - " X, " I - " 11 I I 'i � / ,_�7_�'____ \," -\ , X, - -- -, - 11 .1. -1 4 � 1, " - ,-, , I 1 1 " \ � \ � � . I , , I -_ - _� i , "r ,� ______ - \ - - - .. I , \ �11 "�"". � \ ,�, . 0�, � '_1 :1_1<1�1_ __ \ - I I 1� ', . , - _-, ; - I -,, 1, \v, �,_11 ,� "I "I � / /I i - ' i '�/" " -1 -_ - -� �'_ ,- 40, 40 LOT 81 \ .1, � , ". 4, / N, < ., " \ � \ \ " I " 11, - -\ / / , I - - - z " ,-., - , ", It � �-' -, I -___�O ,", LOT 7 , / - I I ,,, - - ,LOT /7 -- _' __� " �11 " �. � � , _. \ 1, " \ \ '\ 1�' � ", -, , , I N, , I , - � ,,, ,,*,�,� � -% ,/ "I " �, � � , --.IA3- 1, , `�Nl , �� V"', \ / , L -,N, - , �, .I'v- I � 11 " I � - - /_ ", / Z;�> , , ", - � I , � -__, � \ % '� \, " 1. , _ I � I , � �'. 1� " \ , " ,,� � _�, " I � 4 �V,l , , ,, , �, " , I " -�, ,- ... 1.11 * , -, -�� t 4 " \ , , , -- -\1 \ I \ - � 11� \ �, I I - " _ I " , - � -, 61D , % 11 , / , 1 ,q LOT 16 --, - \� I �� .� --, , _ 11 I � - �\ \ \ I � \,�,',�,,'� _2 � �, - .1 I .11 � I '. �__ __1 t ___ �/� I"' - , -Q>', "N", ,,,�, ,,-- , 111" \ _. , �1' I " � � ,',,',,- , - - ....-,- �, -_ - I - 11 I 11 I . DRAINAGE AREA ANALY515 1"= 100' Ar X waz THE COX COMPANY Planners Ciw)`Enginoer.5; L,?nd_,,aqpe Am-hitect-, 220 East High 5fmft Charlottesville Wrgfma 22" (604)295 W1 M4A Job No.: 99-200 V1 H or O (D - 3P. C-) FRANK P. a)x,ig, . CEK77FICA -fE NO, k o mo 41 1 LIS, I 0 N A i, "' (9 \ Date: November 1, 2000 Reviolorl: January 12, 2001 5ept:emi,er 10, 2001 50,41e: North: 1" = 100 , ^ �v Sheet Title; PrWmw Area Sheet No.: SiZE BRANCI VALVE THE '. WATER MAIN WATER PVC SLEEVE THRUST BLOCK VALVE i30R�� M.J. FITTING--\\ J. PLUG TOTEE ON-LINE (TYPE "B") VARIES THREADED FOR COUPLING AND CAP `O L TER BOX (SEE FIG. W-7) NO. 57 STONE 2- PIPE SLOPED 70 DRAIN IF GRADE ALLOWS T-"' \--2" GALV. VARIES VARIES PIPE 2' THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES- MUELLER CENTURION (A-423) YILLE THREADS WHipi IS FOR APPROVED EQUAL THE LOCAIL STANDARD. 1 LENGTH Of BRANCH VARIES (270•) MIN 2' TO to' 1 CU. FT. t 8' t-i+ALYr BOX GRAVEL LJ 38'MIN S' GATE 1 . •' .l VALVE r f'• r 8-Xe. . TEE i I ' 2500 P.S.E. CONCRETE ..�-.- BASE AND THRUST :f ,;;f• BLOCK AGAINST ° UNDISTURBED STABLE r` SOIL STEEL PILE TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN DEL IN RODS INSTALLATIONS. A HYDRANT iS LOCATED IN A FILL, ANCHG. ROO n( ALL INSTALLATIONS. R005 SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4' OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADOITIOi4AL SUPPORT NOTE I. SURROUND WEEP HOLES WITH GRAVEL LAND KEEP ftS OF CONCRETE. 2. MAINTNN A 3' MIN. COVER FROM THE IMAIN TO tHE r1RE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED CRADE SHALL SLOPE AWAY PROM THE F1RE. HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOUILDER OR BEHIND THE �ITCH. ET iS NOT ALLOWED IN THE DITCH. TYPICAL FiRE HYDRANT ASSEMBLY DETAIL N.T.S. FiG. W-4 DRIVEWAY PROFILE When entering or exiting a driveway frorm a public street, a sudden change in the drvveway grade will cause the operator of a vehicle to travel at an extremely low speed. For those gintertng a driveway. this greatly increases the possibility of a rear and collision. Therefore, to enhance safety for the travelling public, the desirable and maximum grades are provided In Figulre 7. If a change Inthe driveway grade occurs, the profile shall be rounded by connecting the two different grades. Figure 7 Maxim S.lm Grads Desirable Maximum With Shoulders: Grade Grade 0to±3% ±$96 Shoulder -'`7 Desirable Maximum With Curb and Gutter: Giade Gee 0 to ± 3% ± 8% Pavement Sidewalk Surface 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 LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. i.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE C04NECtED USING A PIPE SADDLE AS MANUFACTURED BY-SEALTITE", ON ,AN APPROVED EQUAL. 3.MINIM',UM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X (1/4- PER 1`1003 ) �A 4.ALL SEWEK LATERALS SHALL HAVE A MINIMUM 2' MIN DIAMETER M 4'. 3.ALL SEWER LAT#hALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 It 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL It-V4O'O' IN LINE WYE-TEE I PLAN VARIES Q TYPICAL SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 GOOD FOUNDATION MATERIAL ROCKY • 9 ' •tTATERIAL INITIAL BACKnLL IN] G MIN MIN. 1211g BEDDING 168 STONE ° STA LE SOIL ROCK SCRAFTS THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO ?NSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN P-00R• SOIL UNDER -CUT CONDITION -i - INITIAL BACKFILL 4'ul UNSTABLE SOIL\ I MIN. RIIN MIN 168 STONE �< ;> 68 STONE ri" • i, SST L IL bCK' ��TA13LE SOIL OR ROCK' NOTE I.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE VATER LINES. 2, NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL. DE 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 At,LOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 V twt -K• earl COPPER w-. 3 f4•w im w; ;►iEAT[T! ntTiws (TtAka owy) DUAL SERVICE 3/4° TYDE V SINGLE SERVICE $AANOTE.. DM$ WALL BE USED On 01W PVt I THE SEPVICE LATERAL SHALL iE THE SAME ❑U 101 C SIZE AS FIN; CO""SETTtR, EXCEFT AS "ORD CAST IRON LO ABOVE OR UNLESS OTMERINSE APPROVED. . rRNsr+m wAtx 1C-i! BROOKS 2200 SERIES am "tN 1/4 KHp CqUPUNO EXTENS" OR APPROVEO EOUAL MAULER HO. N-15M9 (3/4' i') LOCKMNO IN UNPAVED AREAS & N0. !•) VALVE + ono No. 1e1-44 t 1 MO. L01-0e 1 1/21 36- ufN. -•-- COPMRSETIER (ICED ON STONE) No. L02-17 12,11 roRo wrI (s/e-.3/4-) OR APPROVED EOUAL WI4 (I-) OR APPROVED [OVAL OEEEtt t.Ffi�•r. /.t , 4' STOW DmCK AS 1 M'txl++ri •reCf4viro �%-:r-•�,*r ;,s •.ice. �. W •tr. r1 uPllli, kO. w-hYl� Tana N0. /-sm OR APPIIOVEO EOVAL TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 Haut" O to low b*"W In 44 areea ..toot ,.4wre a .costal VA A No►,u "►i'Rtef be rude b until ho reaches a mno Gas d w when indwell Ina or �40 ocaa• EW-iJA wevld protrude above sfhorfider, line. In 00 OasO ifgq 10p Of end' Mon project oboe• tin slop•, d"dh slop., or thould1w. Mend face Is refund an the headwall 04 the lode oW of IM This item may be prstast or cast in dos• culvert I where aw Pew •older• ew nAren L All cost in ph" tonaess 0 be Wes A3. I* preeoM Ses Shed (Ot02 . Iloedw,0 at the coda! •ors Oft arMart mar be aMMr cows, TTii sftrodord b be used Mist sfrri(ji tlo,ergt and all .tors, it1 ro46 I. od" at bevel Wits, 9"" to be boosted i• -A-'i 7t• , 3W Ch•n1.r 41,011 hew rr fF :. ' .. 0. ww w,ef tarot FRONT ELEVATION -C -'� Not*: on • Iew RM, ,&here a WI N Is are r or lots below shoulder 1100, the END ELEVATION top of the end rwM shell be 0enskWO / perrdllel le fhe good, of the reed. a - 1-w t i tart EW-I w EW- ENOWALL FOR CIRCULAR PiPE IA ENDWALL FOR ELLIPTICAL PIPE SIZE OF EWPT1CAL PiPE CUtYERT (SPAN x RISE) DIAMETER OF PiPE CULVERT SP£CIFiCATIC :iFERENCE 105.04 302 0 I'-r 1 1'-T' I'-IOt r 0' r-3'I r-5' t'-e• 1-I - H V-10" 3-3' 3'-T' 31-9" 4-0" 4=2' 4=5' 4'-?" L 5=� TI.2' a-6 9= S 1-il 2-6• 2'-10" 3-Z- Y-e- 3-9- 4'-4' i 7.2 Irr 7J' 7-t' 7.4' 7•; i/r 7.4 i 7•5 1/r I 7•5 t/r b 7.1 f/r 7-r 7•! trr V-2 VY 0' r T-r 7.3 trr 7a itr CU. YOS. CONCRETE 0.502 0.855 1236 I D00 Len I 2l01 "12 2_1101 STANDARD ENDWALL FOR PiPE CULVERTS VIRGINIA OEPARTMENT of TRANSPORTATION A B C E N U10-1 tT Q 2211 21-3/4 Et?- 2 /di 34111 r. ROLL TOP (6" at top of curb = 155mrn J (1, 5" at invert line = 40mm) „ Curb Line 6 �R2 j overt Line I 1.5" F <i R1 1:12 I L_ B-1C�� Dimensions A 11.5 in 290mm B 1 110 in 310mm C 2ft0in 61Omm D 2 in 50mm E 7 in 180mm F I ft 6 in 960mm R1 I ft 6 in 460nrm N27. 1 ft 3 in 380mnT I K LT_a Lurb Not C2: 1) Poll top curb and gutter shall be constructed with approved slip form type of equipment, designed for that type of installation. 2) Roll-top curb detail Shall transition to C046 detail 20' before and 20' after curb inlets (typ). 5EE DETAIL ABOVE OUTSIDE ROAD DITCHES ► 'K ♦s r� [H1• iR1• [>i;il'i E+s3i QZ� [� t3i [.Ri• IIE1� iIF3E'i [iliii ilii� C� t1i tH1• EA!• tYliM EQIilT� [•'7tL*-� ©t3�tH1•E3�El�/�itE'.� • '• �� t:u1 t31t� � � till tati� t � t!t)• E lt/ E Qii E >ai ill � [ 3�)<ii j rim LLUM WWt11if11MW3 w8mm"=:. fluff' K"Mtltlti2fWA /EiESitgCrtltl•L�l:a NAMti.7#ffMftr:=FVrdtY!'ii= I, V� 9L9!E1TC1tETIn11111 Ir4!rAffffWMTVN VM PO -2A MEDIAN DITCH. so. YOs. O.Ot►Tll A sh ""'a A,tu P". UK rT A. a DITCH AT TOE OF FILL OR TOP OF CUT TYPE E ill •i :- Osoo ti K•N PLAN FOR TRANSITION OF PAVED MEDIAN DITCH TO MEDIAN DROP INLET GUTTER _ ALTERNATE MET900 C i OF FORMING DITCHES Lrstvrl►s►tt •� lRTfOR t•i iECT10R 0-0 MMA„ mvWmapormw maim mcr eltT ournm � Curled west Is be btalrw d r iNplA I I i LINE - boo +&' an end d d dtt . aid on fM lower ell Of .edit ►fvEo avahwial Jars. MCOAN OlioH J t `EI C • root AR sww 0 es aim .rid OW e,e a,e+ow of Rafts. Pr w Ro,t C-C one It-s wo slower& drTA ere Orts -� ere eerareerer. trow0ow Pr New of /e`er✓ Of" fe be Owl ter of ow fame oke bw rr t4 7a for •,cocoa reed modlrt d dL st•a PO-tA dklr• N be Clue• W COWW"t CtAtsws wlfLl SPECIFICATION STANDARD PAVED DITCHES VIRGINiA DEPARTMENT 502 of TRANSPORTATION t09.01 DI-3AA-388-21CC 0 3'OM.re•e her is be IKrN Is a," e.►wese ~wwf. Wrap how '40 itt•$ Ir pwit r0#w delft for M coat&.oNd the' Tern M 00 0 it f "00 "". sae Nt• tf"e wo 10- 0'.-"3 , 3C. .:&&.told rrs dw Qtb Ind,, M~ 4 ~A MMI eft"I artt,aN lrt"tt el a,a+iie of leredwrt rXr• I `- .r;i .,,'ire M N �:' Nore-0q else N i 12"t-t awn ns,riea S.Mwe Ar dal& rot G_==� tfDTEg sia st-I. •row w+.sA.r All wel M place eerosk Is be Close A3. fir eceepMble ollernele sts P He Siendar! Design, in wi 0 tYe s MkirneM depth IHi to bi lr-(f Meek own MOM Of be 340 r*-e - tOf-01 Rw Weft less then e'we S(401-11,,38,3C. N t. U"M of " "will, in s0 fees, N .stew so pone, When ISM N weed in d w4dlsn, bed of it" N to be ISECTION A -A shepsi to conlsrrm with pospesed riot. �w""'l i.,e l�l 1 • 4 s B" Smooth Doer O OWM If C-C For pion view of Mid rN Si°r. O1-3A,3e,30. "v"f'" s3 rlrel I to be placed in oil ooas odjocent to obulibng M oplertei earrelrveflee )" Is wed R Is le k !Pied. I catore+s to preeerif setttemeM. All spOcee in Hers V is be • RhMilrhwRt e4 40d (an. s' -1 In Iku of do -oft a 2".," notch mq be pe oetdsd TIT' `_� See Slvtdord T-DI-3,4 atfwnole design. When te�RoA eR �"f Mrvevf » » MtmM In eccer4erce :S2 trt� will standard Plor► n-1. i- Oft 1rr c tea cold& T1is "tot be prscesl or =0 in f- as N N Pea rr.r...e a+r,r RraT p6m sae st:. Sw fr gena t 10" of so" •fese. APPROXIMAI;_ OWNMiES FOR tiCREMENTS TO DE AWED FOR EACH ADDITIONAL FOOT OF MINIMUM S' OEPT.)t INLET DV" (H) AND/OR SLOT LENGTH (W TY PIE 04MENSIM RElWOFtCtKoopscRiErE H L We. Labs. 91,e1 Ydt Cons L.ba SNN L* STEEL Di- LKFi. ,_ use. CaYdt 3AA V- 452 3.14 0.31T 54 ---- •-- 388 4- 494 147 0.31T 34 0.2L 215 MCC 6- 341 3.65 0.31T S, 0.22 23.5 SCHEDULE OF RE WORC1NG 9TEwe SAPS H BARS IA BARE V tl REDO REC(D. 4s(Hfp - 4s(Htq -e 36 H- . In Ill evert Ow ► rowl of " aA leO pot Is fighsr then the be km of the rhlefae, the The 'Hain&." shots, on the Sso+derds s Far deso4oksi end Iseello of dMnwwien L see shed tO4.01. loverf of the struetw shall be Vo" wah l motor prtvae fb+dMg wpandi+g aid specified an tx pots will be Rteesrred ww For ewr *a of Sere A-0 regrMN end lengths see chest 10410. of Tee 11 d west► in the sMuclurs, from tw inert d to 00ioA pipe Is to top of the shcAReo. Pan *Wdimereont or* Owen01{ee shown ere for I I A Pet Mills of ,eeh hits. For Weft at+orofinoN" far ISIN sellfr+ purposes and of pool" depth " or ►"" Ids (L) 'no" "Mils shown per fM actual dimensions shdi be dowInined by Iae4 m.0 be, adde4 the eco tocter front ►held tondttorw The anew. of cwreroo and ehd displeesi by pp" Resell It dedwcf,l Me obtain kw gsWolilleL STANDARD CURB DROP INLET SREFERENCCE" le-30" PIPt DEPTH (H) 8r TO 20, Vol Vi_. DEP14R MENT 104.11 T`RANSPSrRTATTON k • �'.� 'A'• �''A•..' Is, ' ' I ' •4 ��I_ ' • A' • . o� a A. A .i Wfat" of The ewh and :A -- gaffer in" be tonsMreted patios h the lie" of swb- swrfats eewrses prov;& e �_ 1nlnlmwo I Depth tt T- Is Rlah+is t*d. TTIs area may be cot cet1 d "M option of the canheclat TVs ewb Is ro ifs wed Ish" design speed Is 40 MP'H of less an Real Nghwoyt and 45 MPH a for. Carob art S V"or ha•A*1 s redo. less In developed urban 8, suburban of 300' a Tree (data Ibae of orb) sttall be paid twat redid to, 6h+trnen dab s a+ae T1is Mont ml be its wool or earl in plot,. gwcrt% is be Class A3 It eW N pW4,, 4000 PSI If pTetosL REFERENCE COMBINATION 6" CURB VIRGINIA DEPARTMENT & GUTTER 10 �% col TRANSPORTATION 20L03 THE COX COMPANY rfrnntrs CA4 Er41rteerb LAndecAPo ArclNtacts 28Y} toot N14h etmet Lhsrlotteevttle WOM40 22-909 (e04f29' MI PHASE4A t LQ�3 110 I Jo� No.: 9.9-200 H or yo GERl1fif 1 ri . Ay� I 0 SloNh?,. Delta - "F 1�t3 rZCV(51Gti: CW °1• February 12, 2001 sir ta, Z�ol 5celc. Norih: A5 NOTit V 5iEett T)Ud: Cs�,;7erai Oeio to ShtCi - i t 11,00 I I I P8-i NO PROJECTION OF PIPE ABOVE GROUND LiNE Top of Fill Top of FlII Top of Fill fie„ , 9R4 D Ground Line-5--f /'171�3 D lEorth __._ 0 C Earth -- d d oek or un d yielding soil Mlr`�DZl z ' Min! D-- IO T),.-_,_, 4"Bedringa' +per toot � Bedding Min. D i0 Bedding x•OMrrtenaeDsnw...e Material » the heo N s+p•i• ofH,�R" Material 24- AAos, x-•-� Moisriol "X" 1 Fun, -•- x NORMAL EARTH FOUNDATION Dimersien to bo ndroan•d is to top of pips. FOUNDATION SOFT, YIELDING, OR OTHER - Whole eliminateddrer under to sneer.rvosce pipe trhart directed En w+etr. ROCK FOUNDATION WISE UNSUITABLE MATERIAL PIPE .PROJECTING ABOVE GROUND LINE Top of fi)1-1 Top of Fil� To of Fili 2 - z - Min d Ground d- Ground d round Line round Line -Line Min. D Forth / Line Min.10 ''� flock or in- l0 / yielding soil �"- Min I D� �Eorth 10 4' 13tddin IAatwiaf g 0 1' r foot of H. / - -x -. dd in Material 24" g Bedding 9°r a sspw fAowe». Material/ �t8" NORMAL EARTH FOUNDATION ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHER- WISE UNSUITABLE MATERIAL Fills up to 30'(Pipo projection above grand line! C1fMerts test !Eton dt 36' st D+24" FLEXIBLE PIPE As shown on tables CAllverts where d- 36"and mw H x Height of cover measured from lop of droinage structure to finished grade. x • 0 + 36» mi�mnmmAA Method A" Pips Bedding shall be used asBedding mderiei in occordonce with Section30202 of the Rood and Bridge SpecifieoNans follows unless other"rise rhoNd at ptora� Rood Bridge RlGIO PIPE - Backfill material in accardoncs with Section 302.02of the and Specificotions. Fifb up to .30' (No projection of pipe above �- Embankment ground fine.) Bedding r ing tquirernwds detailed under Method A, Projecting COnttlti0le, are appiicoNe to INSTALLATION OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE 302 PIPE BEDDING - METHOD "A" ( FILLS UP to 30') 303 lO7 OI VIRGINIA DEPARTMENT OF TRANSPORTATION Sheet 9 of 4 A stave to amen to tart of aunty plea Of SECTION A -A AETHOD OF TREATMENT IN DROP INLETS NOTES St,ap:p d mpmhN* afd inlet in.erta in aeeordahhca wits ilia droving is to apply to those arrvetwos spoeifitd oft peens or where in.* t of oir* is asev* ienwt of flr.ePwe. tka"ale or ere• Will is 10 be farmed and C.R$W.O" Iw scowdoelm ,ioh ap -,e troop v special de.ina taw ~ -m-- as 0e004td 1tw*om 4 » "new of e flarttat* C*nhefo CarferNe h+"e twiaw"rr1 N Close A 3 or CIO" CI,"Capp tot 25% of west 09$re4ott they be tap » 4' im 00 4,a W4 Conine d slant, No" back, Mvke" comps". a 0.060 Ctmfpefs Week the s"ateee th•t be Jeff W.r W011 by meow d hand *e-+'t"t• Nov* d the Dowse "we""newt rermew e.peood p*twN of kwo" tn.0 a Mew ho"" air for no Of pwvos** anfy. Each thwmnwf or drop irtef is is be Mioppd i"di-4-00f M beef rH rM Wt ww ow ant ortw c.Ontwaaham ww no. anon PLAN SECTION B-8 METHOD OF TREATMENT iN MANHOLES SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE 8 INLET INVERTS 302 VIRGINIA DEPARTMENT TRANSPORTATION 106.CS ST-1 eZEO STEEL STEP • a• aT "lF 2- Noeta 1 A►rrin"h y1*p) stet shall a fatetevM F «eordance .th AST"" 6221, 01oy 6006-Ts. Thn to of the ,top reosed in rrhpar:y Watt be v." coo" wdh a bhnwmee, sdwnt type, pbastoo filled a►ninea 09,- led COON confanp, N Fteerd SpecitKoten TC-C-00498A TYPICAL SECTION (Olrlevserle mop wy -th n+on/hevarf a*e,phl NOTE: DETAILS ON THiS SHEET DO NOT APPLY FOR ACSA WATER & SANITARY SEWER FACILITIES Note: -4' Grade 60. rt»forcing rod tncosed in a Corrosion rtsislont rubbss or other rnoterid opp+orsd by the Engineer, Cofoem Aewitsil Morrill ND 4 Mt/ortiry Rod TYPICAL. SECTION tDonowwt mar vary wh o"igni M x Wn. of 3" embedment NOTES Steps .e bt retired In ON swuchow ,Ath a Math of 4'-0' or gr*art ur"e" othwdse hard an the plans, AN steps shot protrude 4%j tram rnido face of strtoclue oat. M"imum stop spoc:q to be te• C-C. Steps shall wintio.l a mnirusn bad of MO pouffe .ern eve ded 4'/,- train ew bet *r fo support. Steps ors to be wrtkoay, o**d ad v"iainy spaced for in* enure dopfn of any strucvs. In proton uvo ow may be east F plats, RM10rod ter• holes provided by " ldeicatoro drivels. Step adlerfng n dino sim , cotNquetist,a monads ham thorn sho- may des be usod p"vldtd they it** the M.iPut moxtmerot (icon oran and the Contractor No fur4shod ere Exfiner Witt dnaih and terfied "I" of the fJ'Wottd sl bs4tut* end has rtce.ld -~ aoprovd from the Engi ver kr ere use of s-ch atop All steps installed shot be Provided with slip•resistmp surfaces such as but reel "led to. corrugoted, krxirled, or dirnpltd surfaces. 1/ ALUMINUM STEP f"CcrlcAtor STANDARD STEP VRCNIA OEPAR7MENT OF TRA"SPORTATION NONE 106.04 Pov.d ShaAd*r t,-6..1- Pavement,1 1.. Pavement • i : btiose+•deri rdnoble• L Stied Netwiol or r 1 •, . Sbbilirod SubgrodtS+fbgrod* •::•:•:•••••••:::::• _ 4- .. f4aterid No.6 or t4aST A9eh'"'9at• � � � I 0•Select Atattrid or Slabitixad No.B or t4aST A'99r*9d• Sd• ubgamat". _ _et 4".5" or a"" Pipe 4",8" or 8" pipe Detect Pips_ ; `- OutlPipa _ ,- variable=-{I'-6� (Oepr�ee) _T t'-6"� 3e Craft L(Edgir d Paver Shakier) 2.. (OrrsirobN) PAVED SHOULDER SECTION CURB AND GUTTER SECTION UNDERDRAIN OUTLET NOTES r - MARKER DETAIL 0,0et pipes aro to Dt installed at 43" 4"x8'•xl/32" Min. Steel Aluminum or to undararan Pipe. PovemorR or 0110 inch Minseta rids or Atuminum PIaN Ddls compaibla Ail pip" to be 6" unites otl»rwis• Subbw• lecewia wish Peat mmatwid U-Typ♦ Rdi*d 4,�„ noted on plans!. ,� 4•-0" Rail Stele Post d The normal location of undwdrain pipe Subgrad• I J3 lbs./R or is to be 4'-0" bole. t» floor rid" Of .Salad Malaria or StobBi:ell lee.®or No.Si Aggregot• AtumimJm NIoy 76 3;�" pavement as shown. /, / 4-,6' or 8" pipe 6063-T8 • . Subgrad* Moborial -- _ lbs./Ft where the b000m d "fact material is _ OWN Pp_e - _ - greater than 4'-0" bato+ the pwemtnk 3* Grade Steel posts pfatrs to be pointed or lax to unperdrain pm • s W be Coincident�i•-6� and to (Desirable) gal trod in accordance .its spec. t painted the Bred Coot Shot iat ttW Datum or "tact rnatsrid, trench depth and DackfIN quanti"Y inerws•d be No.13 durninsn point or No, 11 accordingly. .hbt pant ' Drainaelf md•rid stets have o WITHOUT PAVED SHOULDER Morker to be placed at outlet end of at ud*rdrain imsd«kra,. Dptrri maximum of 8a material by -tight Anw than "i..e N6.200. locations ~0 undwdroin Is lied., into ahw dror+ogt strucfwes or as - dir*ct*d M ter Engineer. . NON -PERFORATED OUTLET PIPE LONGITUDINAL PERFORATED PIPE Type d Pipe Crushin StrengthLBS/LF W.T. i- 1 W.T. 6- i. •W,T. 8" I.O. vitrified pay 7000 1000 I 7000 Porous Concrete Wad 1000 it 1100 ( 1300 Concrete WO two I'm Car Stele 0.5 0.64f Atuminsm 0.461 10• :bar 1200 1400 17 00 Smooth Wall PVC .10 t S .20 P.E. » AASH10 M-252 MSHTO iA-252 AASNTO M-2S2 Type of Pipe Crushing Strength LBS/LF W.T. T 4•• 1.0. I W.I. 1 6- 1.0. 1 Mr t. I. VBrlfiad pay1 1000 1000 1000 Concrete 1 1500 1500 i500 Cole Stele 0.32 0.64 Corruttatod Nurnirium 0.481 o.60 ho4 Fiber1200 14W 1700 Smooth WON PVC .1031 .153 .203 Smooth Won PE AASHTO M-252 AASHTO M-252 AASHTO 14552 . wall thiekneM (min) -inches. " WON 7hickn"s (min) -Inches Cried tubing dlewW in 4" diamabr only. STANDARD PIPE UNDERDRAIN & METHODS OF INSTALLATION 240 501 yvlorAm OEPARTMENT OF TP4,NSP0RTArON 701 t ote.o i CG-t2 �) Toow cure dawn 10 0 d this point ale •� _ Hirt row• appliCfW�l IWmgiR �i7f ------ coremww d '.... 3'- ----- --- ate e.ea .e. vor.•3• Wn v Van owe o00 too fAKt g ••dff o oo tutu tutu ova• 4 Von. widh Sidewalk S�a+d4or •e• o00 or Swewdk Spoca fly Space e''ep-O •QOo O.O O O.00oee.p e y t TYPICAL ALTERNATE RADIAL PLAN e RADIAL PLAN FOR USE AT APPLICABLE STREET CONNECTIONS AND COMMERCIAL (H Cat Entrance Ernts,a (Heavy Truck Traffic Arsicipalnfd) A _ ENTRANCES. see Standard CG-13 "tenet 20:3.I0 3'-0 -"-- - �_-- Min. - 6---- - ,1mf' -• B Van itslh o p B SiaeWolk ale Sidewalk IN. S «* •c^ . O:O. e�O O•O. O'Or ai'O. O• C,�•O.�'O. O.O �:o, pro: o•O.O o0. O,O . �• O�•� p��p4 o, .. o:o o. o•o.o .o,,=. ,, e, �Oo OO: O. oO: e'O, o, o•oOCD V O . �• o•oo• O, A -'= TANGENT PLAN o.o. $° Slope 12:1 Max)rm acre i ISOMETRIC P 7- more srd. co-3 p:-7 is used. VIEW 7•-4" is the mirdmun Side••dk � bun- strip) requirement to NOTES ®„ (• ) achieve a 12:1 "lops std. CG-2 6 T-4^ ----j Cub romp to be close A-3 CanerNs with *.bosod oggregde firisk or (x-6 - _ _ Rang shou not exce*d a mo-im im stop• d 12:1. 8.33x Mox. • ;4-' Curb ramps art, to be Located *s shown an the plane or m directed by ' the Engineer. 11,% are to be provid*d of irwfloetiam ~ovw an occoaslbk route 9®1 within the r'igtit-d-way d o highway facility Crosses a i cwD regadhef d wltlor "idewdk let rnstirfq, Wopo•ed a renr.is<ent. � They let dlset ham Dedestri*ff Cross.akt os "howl ah pion a oa SECTION A -A This item may be wr*Cted erne E 'moor, but "haled red b• forded De1+nd rttwNa atop lint» precast Or cost in place. E' 1 f> ere arydrwas drop ir"*es tK. will des drect pweemwR Cub romps v A be meoaur*d and paid for d the contract unit prieas for E,00s- ow*gWe side-o comas sN-in-PlOC•. Stop* 12:1 ktononiurrl Cwbfewb and gutty slope bemilioda gdjoeant 40 curb romCt ore iniefvdaAi '.... in payment for ewb/Curb ad guew. When used in Conjunction with Stoddard CG-3 a ill•-7. the curb face on this Standard it b be odj,**d to it the mour"oblo curb Corfigwdion. • • S Treatment -title width d videwolft or oid*wak space is less bhon 7-4' SECTION SECTION B-B ® Accessible rat" is darkWd as a Continuous unobabucted, stable. Arm and • Lunde d Exposed • sid•vdk slip resfstont path connecting ON occ*tsib» tlements d o facility that can eW"isl be approached, *r"wtd and used by PWW" ,rill mobility impogmwss, CURB RAMPr (PERSONS WITH MOBILITY IMPAIRMENTS) 502 203.09 vmc*m DEPARTMENT OF TRoNsp RfAnOm 3104 --J MH-i Sheet 3 of 5 Finished Din»naion� I 1 A I r Machine Machine Lettering Optional P-B{ SECTION A -A Now The fetters V.O.OT Ore optional, it used the letters are to be cost in ter depressian Its top of cover 1'Wide and raised "high as sh"n, APPROXIMATE WEIGHT CAST IRON COVER 137 t 7LBS. r FRAME 235 = / f- }�•�{ _. '7 PIP) Mk Mk ( i"R «((f1f1fU(ffflI(fI(1 kk M))))1)u11111)�11)) al m I }• } R 7-O" Dio. FRAME SECTION AT MID POINT NOPM �En J04JA TOP BOTTOM STANDARD MANHOLE FRAME AND COVER SREFERENCEN VIRGINIA DEPARTMENT 224 302 106.03 TRANSPORTATION x it MH-1 Note' The letters V.D.O:Care optfonal,if used the Lours an to be cast in the depression in top of cover I" wide and raised >j' El❑ ❑ high as shown, Lettering Optional PROXIMATE WEIGHT CAST IRON FRAME 239=12 LSS. COVER 137 2 7L9S ,� JCL=��i� ■ SECTION B-B BOTTOM REFERENCEN STANDARD MANHOLE FRAME AND COVER 224 VIRGINIA OEFARTMENT 302 of TRANSPORTATION IO602 H/l4rfif_ oirsz s■rl.� T/.TIXe �_■ Y �!tldrGl�t.f♦ �ilaaw' d�e� ''SSfN2��_I__■l tsar smr.s�rsa.��. �Re Sheet i of 3 HALF PLAN VIEW HALF SECTION A -A (0041" MOAK NO COVER PCINOMI ale• wet BRICK CONCRETE TABLE OF QUANTITIES Ale a 0,001004 'haw" "• for nta,l+de wftlia.t pipes. The as ^0009411 BRICK _ MANHOLE CONCRET by pipes most be dewretad to 011- DEPTH MAME ton trw o witwit. BRICII CONC TE CONCRETE A be tlothroot of 9" let wet THOUSANDS CIL Y03. CU.. YO3. w +" 0$"CW# 4000etti01. 4 0.5 0.785 1437 -3- 0.7 0.7e5 1.699 • 0.9 0.9eS 1.961 ; •neran.nrs to be odd* for T 1.0 - 0.705 _ 2,223 tacit 441140114,1414 feet of 4". 6 1.2 0.785 2.495 9 1.4 0.7105 2.74T seefw *N moy be brick, Coo 01 10 1.4 0,785 3.001 or otortww Coco of I week Meet. I t.! 0.970 3.453 K tetdlea the mki.wtm SECTION ®-B 12 - 2.20.970 3.917 1 2.3 0.970 4. t T9 ffrtlmwa d +onto I$ • to be S". Other 14 2.8 0,970 4.541 tMcb,"a * are to eftnfanst to Well BRICK CONCRETE Is 3.1- 0.970 4.903nitwf.« show" too Conet.ta OR .16 3.4 0.970 1 5.265 CONCRETE BLOCK t 7 4.0 1.173 •o32 POCREkIENM 1.41 o.sez MANHOLE FOR 10 48 PIPE CULVERTS SPECIFICATION REFERENCE VIRGINIA DEPARTMENT 302 a( 106.01 TRANSPORTATION Shoot 2of 2 TABLE OF QUANTITIES 01-3A-38-3C TYPE L AREA OF SLOT CON - CRETE REINFORCING STEEL. BARS A BARS 8 BARS C BARS 0 BARS E BARS F BARS G WEIGHT Ft. Sq. Ft CtLYd>L No. Lin. Ft* No. Lin. Ft.' No. Lin. FL Na Lie. Ft.' Nor Lin. Ft.' No, Lin. Ft.' No. Lin. Ft.'I Lbs. DI - 3A 2'-6' 1.15 2.26 - -- - -- 1 5'-T' 3 V-2' -- --- - - 6 1'--0' 22 6' 2.75 3.02 5 -6" 6 6=7 to6 3 S'- Y 3 3'- 2' 4 -6 3 1- 6' 4 d'-0 f i ! 8' 3.67 3.46 5 V-6" 10 710$ 3 5'-7' 3 N-Z' 4 V-6" 3 I'-6' 4 1 1'-0* 158 10' 4.58 3.90 5 7'-6' 14 7106 3 5'-To 3 N-2' 4 T-S* 3 1'-6' 4 1'--0" 204 DI-38 12' 5.30 4.34 5 9-S' 18 6-V 3 5'--7' 3 3'-2' 4 9-S' 3 1'-Go 4 1'--0' 251 14' 6.42 4.78 5 1l -6' 22 5 IO' 3 5'-7" 3 N-2" 4 il'-6" 3 I'-6' 4 1'-0' 298 16' T. 33 5.22 5 I S-64 26 6-7'1pC- o" 3 5r-7' 3 V-2" 4 13'-6' 3 if- 6' 4 i-O' 345 IIY 8.25 5.66 5 15�-6" 30 6?tll�id 3 5'-- 3 3'-2" 4 15'-6' 3 1'-6" 4 1'-0* 391 20 9.17 6.09 5 I -6 34 0q%C•Id' 3 V-7' 3 S-2" 4 17-6 3 1`-6" 4 1'-0' 438 6' 2.75 3.01 Ill I'--9' 4 V-7105-17 5 V-7' 3 S-2' 8 1'-9* 6 1'-6' 2 1'-0" 1 11 8' 3.67 3.45 10 -9 8 N-rob'-V 5 V-7" 3 3'-2" 8 Z'-9" 6- 1'-So 2 1'-0* 158 10' 4.58 3.89 10 S-9' 12 9-710 5 5'-7" 3 V-Zit 8 S-9" 6 i'-6' 2 Il-0" 205 12' 5.50 4.33 10 4-Slit 16 t>;-ro'e 5 5'-Tit 3 3'-2" 8 4-9" 6 i-6" 2 1'-0" 252 DI-3C 14' 6.42 4.77 10 1-Slit 20 65710 5. V-Tit 3 S-Zit 8 V-9' 6 e-6' 2 1'-0" 298 16' T.33 5.21 10 6-Sf' 24 6'410 5 5J7- DI - 3A - 38 - 3 C 14, 9' S e.s Cb.Meroaprw tY"Ct r be arced n'N or- adjacent Gd.wM 000 M w o" toaGutint cocreN Nwsf0 "fitil "art- a"Malys*N tf'3�wrN=s}ftTf� urircws eM•st» bow tee" E.o*rrrn Joni Fsp*rleaf a 2• c-e. Bock of S:de.dk lSar•e•a 1 T For tallies o )-"IFrew• 6 Ce.w f l few s tee St'i IC-2. s *.. c of �. .. Tyfpwet ' I th•..T A Tap* 6 y-e - I yj.�-y�•�a��'�y7r�•yjr�•���yaJ•��-]y}r�.'•,'yr�-•yl��-'try. }��y}}ter}y[' j��-+,y[���y�}���-� for she ft w+rafw r 1 I •.•ry.'•••i•-.--h-�-f-I�F.• •I•-r•.re Z'� 1,gy11 M •�f M el t k-L jl_il. 1, t= �± II 'I 1rr / an A M1w .1 W fw•..w elf. It II wev" fyd n :; oeo D 14~» Gal cosio e1 Jobe seep nqM C� , A 1 Crate t:re.•M Job* a/'Gib. o ter r *rm,re"t it torte" Gore or .lee k••90 Cos, 4ett*r r 14 be ow*leteleM *wW Y•O' t [ •� r' PLAN t*- >D :. ®flew:.tit aed may be self C, .M Np calla the rs•emei*w Mint gr'r'A"'s. m.Ni eppy only totf.e a awe VOW. -� a Pt nisi --I wwws 1 I� A I `-.r- , to B s F- 3ECtION A !) Pet tootle J*b1 Mop Aw� *rsw s•1-' Y n w.w etas. no1 o, tIr bi.T.w A Typo A wse aw*e (see *a uowt Mrs p t "".• rmW .4k C11-3 a Ca-T St-dorot. Y 3' 01.•+le. t FRONT ELEVATION Tye. t raw flow em be set a, If.. r- I 141r•frere defh - 7 toefw .e..•M -ee ca t e et-s sf. /e te. 6tfwr t 3•ti*eWfw .t*efWa ro to t i 6 ''\ w mW toov the i.*rr of the oulal pipe is Manor then the bares to ani►sueoees wWtww. wf.e of NV tWW"o." ewai of emir shKturt Shelf be thaood with Cea*el hw -dk tt . t2' w*1r moo-Na 4-0, or oviq M r Pte"fe: 3"-Wo .Net Ter of cw.r.cma ,own cpmo.fe mob A prr.fr* ftaiwcq w pariOYW of wort n fro swi ch"L The cleft 1/4•Twk rs eM.•elc*4 $%i t .. . • . P. r esww. roll fa tmrrd Sfhap/mt Mee be inCkd W in mt price be for the M.claa ,+-• "4 COS Mt141,wier I1rwM t• •. • .! , y. P. sae . we 7"tck n xewe" -mm ter aeffft Mew pre ks ..we tie/ efrkw*4 finely to T YM-.-,.1-4 t• ale sits. siaiwant Ors.mt a -Me. *awe d "ref we. lea east row amt oraenra rat Morn lee Mad t a t SECTION A -A 01•3A DI-35 DI -SC Atilt. P-10, 1 ` I I rent 1 r t. 1 � t net � U_ 1 _.Ey' ' i • t I f Y -� J ► `.. For we A set* For rw M trt*fr soft Mere r be syf..•rmcot tit•-1�p---i new. Iw.e"* M rfeW 1ef iriwf If a M f0 ."t . f.,frr.fw r as.ete two 0-1. TN r ot %_ooe4 awe 0" as wtfrrf The 'H'd"lfwlei" (row em rho thodonso all sotei Ifee M the porn .ill be k.".trw • "•' jiij" * w w w.b*wt b wit fr.. woo *. oot ter fte•wwt al TAN. WHEN Usto m*w.re/ Irarw Fitvl.wt of the O.It m ei►e 061144 lea of rht fwvnwt.men •lei tenet itfM it.)". -0, A." as.N be ph-w ff.*, AOJAODfr TO WRe dim ism art apaofm-M a"to tfNMtirp browns one "toothrM 0.0"iens W IT"C" OUTTdb shall o, mined by the Ma t*rta frwo f4w tenona lenwhet brew If wit" le Nell' Y.ef�.►let► N errs fit r be -wit to .rew.l. -11e w.•".ed twR 1W p- "Now.ewrfwoew A efao. Sheet l of? STANDARD CURB DROP INLET SPECIFICATION 12'-30" PIPE MAXIMUM DEPTH (H)4REFERENCE VIRGINIA 0 PARTMENT P02 104.09 TRANSPORTATION DI-1 scrape Alebepwid*d dam H is,:dor great« 4'-r� ralrrES For we1•Iss ore slid. ST-L rr !� ° iR 3•de.•ep redm kehrwtmM eqA 1M» be fir. Pon *..ear wepfe wen � 90omeww a-fA, 1^---• --' ft x • • . •. '• • 2' now• INrrt speelrNt an Mars ttw newt h is M srmeM4 ,JII ew.. a ~ M oa'ordaht* wiA Ssandere Pff* Is-1 TtW tees d M i, O eTr 4'd"Ofh A fhwdsto+n4 Whd pbtkp d n"TMsds iritidw+lal N *a ++ A a •'.' t 06e•tro•0f ,hoolero nor b to Inell w A ea arks w ale nr '~let { } € ;E .p iY txa :lea «24• e6e6'.etts nAN cantata +rap i. iv iY in �•', . not Isom mrtr M bf*ew w now Nvt . t A4 eats A ~ paws• wolf "m A& Foo ►r.taei y, Site shw KMO& •A .j.-._ • ♦ rM vell vislool shaven ole to stwsdwws ww spoon" an to pleve foe be hrnved from eta.wen of the *it - SECTION A -A tell plot to On t*0 of tho xtrvcti.*. PI•m'N "dkw«W kmw am opt"i-in l* ar"r fa "ft""ne Per Dos4s one the ! }• Y-Y- 9} acNa dim.m" "I be waftn irrd by pW Caeractw 4'-Y-- ft" nod eillttf"ons. PLAN 14 s OrSm*dff Do f4 *vo m I2' Is the e"arnt to Ford we **Ass,fa• a Woo, smm I Grote fNr.ar44 C-C» be weed is off areas adi«art CONCRETE OUIWMES FOR MN. DEPTH to bakem d ter seswhee,tM Fran d er sksfeket *weep hot* with 12'.lY 0sole l.dwo. hoN+f"Conall to p+whP t2"coePloe- l„OCaYwa Gunwale stall beslrsww.•heamwrsthw/w»pf•vwW qtr." Cloth ill' meMh a O*f.t."t*w see i win*, sett»nwM. Wee .bloc- W29 OhYti. Cafaeto a pe ndty d taw F to sell ctwe TM e**t lea nhinkntwm fret OK 0.03 ineli, rwwbor 4 F Ito d d*wM9 * Ys4'•rr*kJle nney W lo cone ooe" ti20 Ce.Tes. C•meret• h"wl 14"ill thdl let bested be sw hk* led lea m«h lmd.00 halt e•R11a.t W1147 fe INeofde/. Soagookse T-DI-3,4 a4 *aleeata9- uir .WfrprM sr t+rveNnlw. owlidt *f sh.ekr•. M*rnstN AM 0.469 tyC*.'ltla per, NMtianN left d dsOaR SECTSTtn.--}-- SECTIC" CAST rROI" z Ir .,, Notts t2(=z}a}Of Gets w.ANw " } be rest ,.wt t»er*. Q QQQQQQQO Any dt«fheN rrwhwa of enetw.•ts, C ^f•wM the opprorN at nW En/in*w. O O rt Witt, be tiolesitim" s(er no cow uM Optimal wow 43,4ft , tt!9 *it% r OrOn"Rib, ~ late st it Of how" ocildin'l 10 CallowWv SMIL r CA3rHUH DDDDDDD 1. '- IRO! }xt}t4" ter* 1}••-I 1- 1�1- 2r 2 x 4' SsA sh. J 4. SECTION C C T�_2 f "I APPROXIMATE WEIGHT SECTION 8-B DIMENSIONS fOR Csef Ina, CAST IRON OMY Gnlov 363 It left. DETAILS OF COLLAR AND GRATE SPECIFICATION STANDARD DROP INLET REFERENCE 12'-24 PIPE MAXIMUM DEPTH (H)=10' 233 VIRGINIA DEPARTMENT 302 of -104.01TRANSPORTATION rHE COX COWANY Flannere CA41 cnglneere tAndecepe Archrtaa'e 220 Fast Hlgh 5tren Charlotte9vflle Y)rg/nl� 22-OCE (804)295 7d3f ""•i FRANK 0. COX Ile CER71FlCAiE a t 2 /v 0 E� 0NAt Date: j DUNE 5, 1990 Reviefon: February 12, 2001 gee/ Dca1e: North: AB NOTEP Sheet Title: (.enrol Details Sheet No.: NOTE: DETAILS ON TH15 SHEET DO NOT APPLY FOR ACSA