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Home My WebLink AboutSUB199900148 Plan - As-built Road Plan and Comps. 2004-03-31APPROVAL DEPT. OF PLANNING VIRGINIA DEPT. OF HIGHWAYS & COMMUNITY DEV DEPT. OF ENGINEERING VIRGINIA DEPT. OF HEALTH DEPT. OF ZONING ALBEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY FIRE OFFICIAL ALBEMARLE COUNTY BUILDING OFFICIAL NOTE: ALL LOTS ARE REQUIRED TO HAVE A PRIVATE PRESSURE REDUCTION VALVE INSTALLED BETWEEN THE METER AND THE HOUSE PLUMBING. GENERAL WATER AND SEWER CONDITIONS Rev. January 27, t9% 1. Work shall be subject to inspection by the Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. 3. All meterials and construction shall comply with General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998. 4. Datum for all elevation shown in National Geodetic Survey. 5. The contractor shall be resposible for notifing "Miss Utiltiy" (1-800-552-7001). 6. All water and sewer pipes shall have a mimimum of 3 feet of cover measured from the top of pipe, over the centerline of the pipe, This includes all fire hydrant lines, service laterals and waterlines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. B. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department Of Transportation, the term County refers to -County Of Albemarle, Virginia. 2. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. where any discrepancies occur the requirements of the permit shall govern. 3. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. 4. All materials and construction methods shall conform to current specifications and standards of VOOT. All excavation for underground pipe installation must comply with OSHA Standards for Construction Industry (29 CFR Part 1926). 5. Erosion and siltation control measures shall be provided in accordance with with the approved erosion control plan and must be installed prior to any clearing, grading or other construction.. 6. Upon completion of fine grading and preparation of the roadbed subgrade, Ion contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 7. All slopes and disturbed ares are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. B. Surface drainage and pipe discharge must be retained within the public right-of-way or easements prior to acceptance by VDOT (All drainage outfall easements are to be extended to a boundary line or natural watercourse). 9. Where cross sections are installed, all residential driveway entrances shall conform to V.D.O.T standard PE-1. 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VOOT Standard PE-1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VOOT, the Director of Engineering, or the Director's designee, it is deemed necessary. 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision streets. Additional clear zone may be required depending on the category of road design. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14. Upon completion of the roadway construction, street identification signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to'V.D.O.T. standards. Signs may be purchased through The Department Of Engineering. The developer shall be responsible for maintenance of the signs until the roads have been accepted into the state secondary road system. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior,to signing the recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director's 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. 17. Standard CO-1 or CO-2 underdrain areas required at all cut and fill transitions and grade sag points. 18. Location of all signs to be shown on the plan: stop sign, street name sign, speed limit sign, etc. (the speed limit is to be posted 5 mph below the design speed). 19. All required signs to be furnished and installed by the developer prior to acceptance. 20. Contractor shall field verify the length of all storm drainage pipe. Cross slopes shall be maintained as shown. 21. Speed limit posting to be determined by V.D.O,T. prior to road acceptance. Lo SNEsi DETAIL A ROLL TOP CURB 6" Curb Line F .-i ff2 <w R1 0 B 1 C I ROLL TOP DIMENSIONS A = 11.5" B= 1' 0" C = 2' 0" D=2" E=7" F = 1' 6" R1 = 1' 6" R2 = 1' 3" NOTES: THE ROLL TOP CURBING OPTION MAY BE USED UNLESS OTHERWISE INDICATED, PROVIDED THAT: A. CG-6 TYPE CURBING IS MAINTAINED WITHIN 10 FEET FROM THE EDGE OF ALL DRAINAGE STRUCTURES, AND B. A MINIMUM TRANSITION OF 10 FOOT BETWEEN CG-6 AND ROLL TOP CURBING IS MAINTAINED TYPICAL SECTIONS N.T.S. ROAD 'DESIGN SPEED 20 MPH ROAD "B-1" 40' R/W 4' - 24' 3% max 114 11/4'. 1' 77 , ROAD "A, A- i, B, B-2 " 40' R/W Back of Curb 4' 5' 30' 3% max 1/4" : 1' _ 114" : 1 -4'�a�� 2• 3% max SEE CURBING NOTES 3: 1 Back (2: 1 max.) of Curb 3%Max SEE CURBING NOTES * ROAD "A" IWILL HAVE A PRIVATE ALLEY 4' SHOULDER WITH NO SIDEWALK ON THE RIGHT 20' ACCESS SIDE. EASEMENT C90ZE-T Rt - 240- ►-If-f �---x Tabor St sx rE 0 N co• Hi11 Top St. VICINITY MAP N. T. S. PAVEMENT SPECIFICATIONS ROADS A, B AND B-2 6" AGGR. BASE MATERIAL, Type I, Size 21A With Prime Coat 2 1/2" SM 9.5A SURFACE ROADS A-i, B-1 AND ALLEY 6" AGGR. BASE MATERIAL, Type I. Size 21A With Prime Coat 2" SM 9.5A SURFACE 14' 4' 4' 10' 4' CURBING NOTES: 3% max ill": 1' 1/4": 1' 3% max 1. CURBING SHALL BE ROLL TOP (SEE DETAIL A) OR CG-6, 7'- 2.,SEE SHEET 2 FOR LOCATION OF CG-6 OR ROLL TOP CURB. 3. PROVIDE A MIN. 10' TRANSITION BETWEEN ROLL TOP AND CG-6. 4.IF ROLL TOP CURBING IS USED, CG-6 WILL BE REQUIRED 10' EITHER SIDE of ALL DRAINAGE STRUCTURES. HILL TOP STREET WIDENING (NORTH SIDE) (SOUTH SIDE) HILL TOP STREET NOTES. ,-- OCTOBER 13,2003 - As°y=,Built Road Water San. Sewer=Phase 2 U Z O C77 P Cv tl U a H z M O Q O CD D= f -1 r n cc > J J J W H -=.ram • cn W O � CD CD J Cc < V cn cc Q _L V J O >- W M cl: Cn cn W Q cc Q W C- 5 0 H o cc W J � REVISIONS DEC. 10, 1999 FEB. 14, 2000 MAR. 13, 2000 APRIL 14, 2000 Curb Note#4 Typ, Section Ge!n. Note#4 MANY 3, 2000 MOT Comments) JAN. 2,2002 AS BUILT MAR. 19,2002 A.C.S.A. COMMENTS 1 4, 3 5' 1. HILL TOP STREET IS TO BE WIDENED TO 22' PRIOR R'EV: tD EC EM BER 15; 200 3 Maintain 22' Maintain AINY CONSTRUCTION UN PARKSIDE VILLAGE. A,C.S.A. Comments Phose2 DATE , 2" SM 9.5A SURFACE OVERLAY Existing Existing 0.5' REV: JANUARY 6 20.04 Crown down t/4' t' 2. A 2" OVERLAY ON HILL TOP �T1' WILL BE REQUIRED OCT. 7 1999 PRIOR TO ACCEPTANCE OF ANY ROADS IN PARKSIDE Engineering Comments Phase ' 6" 21-A AGGR. BASE MATERIAL VILLAGE OR WHEN 24 HOUSES'h° PARKSIDE VILLAGE REV: MARCH 3,1, 2004 _ SHEET 62 i/2" BM 25.0 EXISTING SURFACE HAVE BEEN OCCUPIED, WHICHEi,E`8 OCCURS FIRST. Street Trees Added GRASS RUN SURFACE SCALE VARIABLE STRIP TEMPORARY 3. MAINTAIN EXISTING DRAINAGE PATTERNS. II WIDTH WALKWAY v i SyFFr 1� �Alp \\�rF SEWER NOTES RELATIVE TO EASEMENTS: 1. COMMON AREAS ARE RESERVED WITH PRIORITY FOR WATER, SANITARY AND STORM SEWER WHERE APPLICABLE, BUT NOT TO THE EXCLUSION OF OTHER USES. 2. THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR UTILITY EASEMENT ALONG ALL FRONT PROPERTY LIDS AND 7.5' ALONG ALL SIDE PROPERTY LINES. 3. THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE ANY EASEMENT HEREON PROVIDED THE PROPER AUTHORITY AGREES. 4. TYPICAL EASEMENT ( N.T.S.) 20 20 1 0 ' TYPICAL EASEMENT UNLESS OTHERWISE INDICATED FOR UTILITIES ON OR 51 TYPICAL EASEMENT FOR BLOW -OFF ASSY. AND WITHIN 10' OF PRIVATE LOTS. - WATER METER ASSY. jr 7 CENTER OF PIPE OR OF CENTER OF PIPE SHALE/CHANNNEELINAGE .,i MANHOLE,STORM BLOW -OFF ASSY. OR STRUCTURE OR WATER METER ASSY. FIRE HYDRANT 5. PRIVATE 10' SANITARY SEWER SERVICE LATERAL EASEMENTS ARE TO BE CENTERED ON AS BUILT LOCATIONS, 6. 20' WATER, STORM,_AND SANITARY SEWER EASEMENTS ARE TO BE CENTERED ON THE ASBUILT LOCATIONS OF THE LINES. 7. THERE SHALL BE A PEDESTRIAN ACCESS EASEMENT OVER ALL WALKS. B. THERE SHALL BE AN ACCESS AND MAINTENANCE EASEMENT ASSOCIATED WITH THE PERMANENT STORMWATER MANAGEMENT FACILITY LOCATED IN THE COMMON OPEN SPACE ALONG THE STREAM. I a - lifjmlii vmll a WIT!, 14 W 111 W��ffilfg GENERAL NOTES 1. ALL PROPOSED ROADS WILL BE PUBLIC. 2. ALL LOTS SHALL BE SERVED BY PUBLIC WATER, SEWER AND ELECTRICITY. 3. ALL LOTS SHALL BE ACCESSED BY PUBLIC ROAD. 4. ROLLTOP CURBING MAY BE USED . (SUBJECT TO V.D.O.T. AND ENGINEERING APPROVAL) 5. ONLY ONE DRIVEWAY WILL BE PERMITTED PER LOT. 6. STANDARD V.D.O.T. CG-12 CURB RAMPS REQUIRED AT ALL SIDEWALK ANO STREET CROSSINGS. ®B.M. TOP OF SANITARY SEWER MANHOLE NEAR `CORNER LOTS 10 & II. ELEV. 669. 10'U.S.G.S. DATUM 4\0 wun J. I-- �l off, Cn LEGEND 0-' S Proposed San. Sewer +--- -® Proposed Storm Drain Proposed Water Line �'0 Proposed Water Service, double Proposed Water Service, single • Proposed Street Tree SHEET INDEX SHEET i - COVER SHEET SHEET 2 - OVERVIEW SH'=ET 3 - ROAD "A" PLAN AND PROFILE SHLET 4 - ROAD "A-1" PLAN AND PROFILE SHEET 5 - ROAD "B" PLAN AND PROFILE SHEET 6 - ROADS "B-1 AND "B-2" PLAN AND PROFILE SHEET 7 - SANITARY SEWER PROFILES SHEET 8 - SANITARY SEWER PROFILES SHEET 9 - STORM DRAIN PROFILES SHEET .�E le OFF81TE SANITARY SEWER PEMN ANO PROFILE ,RY S Wcn nL A N ANDPROF TI E SHEET 12_OOFFSKTIE-SANITARY ARID PROFILE SEWER PLAN SHEET 13 OFFSITE SANITARY SEWER PLAN AND PROFILE- CONTOUR INTERVAL vJ FILE NUMBER 7907 E E T �V 092004 OF 14 Nily r'&d ir•o - 13 1 II REVISED AVERAGED ip \ x R u er , ' RESERVED FOR PUBLIC DEDICATION ream �. \ 20` SAN. SEWER ESMT. �,_.•�� I UPON DEMAND BY THE COUNTY 20 W L \ D.B.1974 pp 487-492 RESERVED FOR PUBLIC IC DEDICATION EASEMENT C2 ,, -.--. <._...- UPON DEMAND BY THE COUNTY moll 4 ON 411 Z2 20 `SAN. SEWER ) \ m t- 2� �. ESMT. D //% :.� ! ` r (V . 0) , .B.2415 pp. // / �. �a �N p_1T �rn x .q \ m , PCP 217-222 �' \ \ vd - W d I C4 ti T COMMON -, ,` `^ ' 2 LO Oc�� C Q I — ° OPEN SPIKE a 1 _ o Ze- 1 \ A . I x I Z _ I 4.253-AC. S ', , �`bo a o� 10 ll co x3 I �3 X J/ ` Y can r. V5 pj ii ® End State (487 " �" �3. (1�2) -D S TOR_M'pRAIN. ESMT :�!� �� ,^e ��" 20` S o Maintenance I -14 I I B..2.4I5 Sign PP217�222. r �' 4 PP 4 -492T A , .,® � r--- � , D B.197 R t ) _Street 1 m a - (Z8 A r., ,GRA Will � S D �~ � akw; 8 Si o x ssl- sd► - o I \ 1 SIOF LTER \ \ W , •_ m Q I II ,, drai s RANG RRY LA E — --- I can u / 'h, / w . �0 - ----�~�a Ix c 1 �, & �j -1 - 5B /Q willow -willow ; I W e I ` O /H- v � k o illow J' Oak + Wi � C5� ,' I . .►- I� 4✓ ��` +t; Q4 "X24" w ~�ti rg -- (201 to �./ o T P��tiv ati4�` /: z r..o Stop. Sign ESMT I ; / . - I ra �Q��F Q CSC `. , )` �- i M j� LATERAL .. -' - L 10 PRIVATE SAN.,.. ' I DLO 0 ,'\ a�'�' . }'- �� x �, Ix PRIVATE 5AN.LATERAL ESM1• ® p g 24i5 Pv 21T-222 I GG L� �, REVID AVERAGED ,Uj � I10 P 217-222 < , _ . �, �, y -0 ream u er a 2415 PP. LOvi Lon (0 Go W �t Q.N p0 SAS. $ E Q 0 �o� _ ER ESMT `n a c0 �. Z CO ,� 6.19 4'PP 87-492 H d' z Q L O : Q Z Q Lu a q _ ® _ w cn" /� <D I ;' ► _ `t n g rn B M. cn �• .3 C� I 1 > / n; m >- ,ate .a a N_.. o U 03¢ o CV � � V) X 3 "4 ► (14 I tin W -LO �° _ U / / I — I m ° -- W W • rr � f � O f• ILU f z a �NO .. Q .., OCV x ' HYDRANT ESMT. © _,.JO) W 2415 pP.217 -222 PRIVATE $AN. t Z w `L"� ` :N.. 'o�X2� I ._ d. D,B. 10 PR �' :' I _ ST RM DR o LATERAL ESMT. ` t Lu r701 U., `� o �r� D B MT. v p 87 4 P I. 3 -+ 415 217-222 , � . AIN E ' � � NO a { I� D # cn I F Stop Sign X2-A I I - 10 PRIVATE SAK LATERAL ` 2415`pR 2 17-222 , - (R! j 7, � n � z � 1� ' w w �v _ ,,, I cri aD M D.B. a v �- c: W tv �o E5 T. I• Q3-1 DRA1W__&S• ►� �, I • - R_.LO , I ao , ( C , . � . �'. 20 2415 .217' ._...-"---•-'""' E c -I : � —NJ w o� •a tl7 U. ry 20' Ve etative ► N , I-- 2 _ r-+ AL SMT D B _ I1m N 8 J a �a x 3 I 4 SIDE�N E Buffer To Remai D5 2415pp .17-22 V1 ��5' �.o 4, , I - Y v 24"x24• m EC} 0 4` SI D ALK a ESM v m� .Stop Sjg' O m 48 i E Street _ I D. 8.19 4 7- 49 II Stop S n Sin (Ri i) Street , ESMT. k a W PP. HYDRANT Re - (Ri-i1 -12 g I ed Oak Sign D.B.2415 Pp 217-222 :�,.... :S Red 0o z'�c3 Speed Ljolit I - h g ( - ) I pl ,_ .. Y4 nr►. as wi► I C11 „em,ent. , .. • m i n R2 ! 7,►"tied- a f ° XV c M I �1 � , ry, �, NFL L , � • 'Stal luard . ' HIL T0' THE T(40 v4 ; ROAD B 3.., ,Y zP Stop' sign` QoP ?rEt. Rlf_i v ..., ,j ;,_ ...; s .. • :: :•kov � Speed Limit 1 2 Q i Red 0 , $ Sign (R2-w-i Y _g, Z "` I: o :6' M"f EX , g LU 1 Red Oak "..-, 487-492 s O REMAIN z I U C , V5_-� '"8 = HYDRANT,ES ` s r Lt3G. � Q j D.B.1974pp L 0 20 .SAN. SEWER ESMT. o g � o D.B. 241 pp 217-222 I e _ 4 g ` al REVISED AVEIAAGED 0 x , ' ! :W m I r C t ream u er Street 8a cc `? CK 0) a I f ' i Sign 0 4 0 t CU Ov cu `~ O p> > c� � ¢ a m w i I' elkovo, t' tU N e a'• a e e Q. COMMON � ,- 6 I I w v p M // ai 3 OPEN SPACE ' I M: CHjSELED X. .J L > 1 1. 44� AC. I" •Zglkowa N CORN CONC • I J C.> W L Q+, ER ` z v w H n , ' H i ELEV-680 i I- �a t a� 1 EX.810G . H O pEMA IN - • O TO BE ADJUSTED - _ - o m AS NEEDED Cu w� f1 Z O .1 a 1N W3Sy z > (N o J I I it J ~- _- _ °Ne �Nx� y�l yM zr a- ci Uj NOTE: HILL TOP STREET IS TO BE WIDENED TO 22' PRIOR X� cc ' I TO ANY CONSTRUCTION ON PARKSIDE VILLAGE. STAKEOUT Q M ; ,� j� ro I SHALL BE PROVIDED BY THE SURVEYOR TO ACCOMMODATE _ Q i l , WIDENING, AND SIDEWALK WITHIN EXISTING 4U .R.O.W. o 0)cl THE COUNTY WILL BE REQUIRED TO OBTAIN A PERMIT FOR a- (1 3 Cn Cn Z W ro THE INSTALLATION AND MAINTANM OF THE WALK. GO X ' 4 I , , , , 1 20' W. L. EASEMENT D. B.1974 pp 487-492 PROPOSED — 3 BOARD FENCE 0.5 Feet SOUTH OF R.O.W. LINE MAR. 19,2002 A.C.S.A. COMMENTS) PHASE I OCT. 1312003 PHASE 2 As Built Road, Water Q Sewer REV: DECEMBER 15,2003 A.C.S.A. Comments Phase 2 REV: JAN.602004 Engineering Comments Phase 2 REV: MARCH 31, 2004 'Street Trees Added NOTE: ALL LOTS ARE REQUIRED TO HAVE A PRIVATE PRESSURE REDUCTION VALVE INSTALLED BETWEEN THE METER AND THE HOUSE PLUMBING. NOTE: I"SERVICE LINE TO DUAL METERS. 3/4"SERVICE LINE TO SINGLE METERS. • a i a 1 g 9 10 11 12 I 13 14 ,N 4 5 BLOCK "A" 6 7 ( I I I TRANSITION— 3 I I I I ( BLOCK "A" j PAVEMENT I LOTS 3 THRU 8 ROM 22' TO 30' , D.B. 275 p. 310 (PLAT) i i LOTS 10 THRU 14 , i ' O.B, 311 p. 557 (PLAT) ' EX. EX. R.O.W. 12"T,S.aG.V. F R.O.W. FH R.O.W. Proposed Edl e Of Pavement Ede Of Pavement Existing Edge Of Pavement nt 22' Pr sed Pave✓arroble� 40t� HILL TOP STREET (40' R.O.W.) Widening (Variable Width) 40EX. SS 12"W.LS - - _- - --- 22 _---------- Pr °e° ��-e--- -- ---------- - sed E Of Pavement — _ _�___----------_----_---- ------ -- ----------------------------- -- L ' -71,17 --- -- ROW R . 0. W. _ - 3.3'GRAYEL l�69L Kl Y EX. I I 35'��rrRAI�EL W<1LK!'i/rJA > o (E G�TA/L O,t/ SHEE l (SEE ,DETAIL OA/ SNE T l) 1 , BLOCK "B" ,, o ' BLOCK "B" ) LOTS 15 THRU 23 I I NOTE: o LOTS 1 THRU 11 I I I I I D.B. 275 I , , , D.B. 311 p. 557 (PLAT)I , i Maintain 10' U p. 310 (PLAT) i , i ' separation, or a II I I ( approval by A.C.S.A. 23 25 I 3 I 1 7 , 9 11 13 15 ; 17 19 , 1 ` ' S I MANHOLE TOP ►-'i�_� TO BE ADJUSTED AS NEEDED U N H � w cv cv U Q O O z Z CD r ti„J J Q O CC H cn c > Q O J LL _j -I w I > C v H (n w W Z O � � O J rr Q CT)U V tz to VJ O � � w U) w � Z Q Wo - in 0 IZ-+ CD p z 5 � Cc W J a: REVISIONS DEC. 10, 1999 FEB. 14, 2000 MAR. '13, 2000 April 14, 2000 Rev.Stream Buf'r & lots 37-37&47 Add Sight Es'mt. Rev.San.A & B MAY 3, 2000 (VDOT REVS.) JAN. 2,2002 AS BUILT DATE OCT. 7, 1999 SCALE I" = 50' CONTOUR INTERVAL 2 FEET W a n H z 2C Q J W •-j > I-•J > z Q j W J Cr Y a Iz m aC J a a FILE NUMBER 7907 SHEET 2114 710 70C -.j 670 .0 L*Y1j 640 630 VERTAIN TOP 0 WATEROLI E ROAD o = g (u •o N o HILL TOP STREET X m ' w coo m PHA E 1 PHA � E 2 --- + c I— au Z + cl: ,� u cu O II +� to la 0 O M O > Lu NJ 0O _ 1 it m co a, + _ ei ; a m : (n W w W (D p II W Lj .I W I. 43 % „ o Q cD om wc o II a- K 17.1 +'o0c 0 > N rn LC 200. 0 ', co UJ 4 _ o (uo w 12 D.I.P. W TER LINE CL I ^` row i + M m a 1 ` `,69 cj (D DESIGN PROFILE :. H W ° (� W > i� + LO 1 AS BUILT PROFILE fir _I W (D -i '`�.� -j cti !tJ DESIGN PRO ILE dr c 5 N co > W 00 4 0 ✓`' m _ Lu Pi�-`p w�c� ��. AS BUILT PROFILE > w°- -. ,--- r 7 Q z 1 m- N W a > Ground `r H , ao H CL w o a RI cxv ra ca cn a 5► 15" RCP - W .� ---.., w cv a -'I— , �, _ a 1' MIN. SEPp m x m(D N E" J S2 W + N K 31. 9 1 �; z� OD o� ,�� S 'COI NOTE: DEPTH OF XISTING 1 " ± LC 200.00 > c W T 00 � W. L. 0 BE FIEL VERIFIED v w ILJ a' w < in ui n o0 00 1 aJ utn mz Q ai ui - > ~ m v Q (D lL W chLG SO. GO .i7 -T SLJ r, x ao x _ co m x O ao m i p N u) (�. co m 0) O ro t� t� f�7 rh V m ' N _ r I., fn aj CO 1 rj N (D u') _(D ! i (D (D (D th (D CO (D aJ (D ap (D co (o 10 ti O (D (D c0 (fl (D (D (D (gyp (D r I (D 1— to03 1(0 ((D c~D c~D L • V V J T u u 44-r'uu 0tVV b+UQ 7+00 MKI 0; 9+00 710 700 � 00] .:e 370 350 540 530 10+00 REV: DECEMBER 15,2003 A.C.S.A. Comments Phase' 2 RE V: J ANUARY 6, 2004 } Engineering Comments Phose 2 REV: MARCH 31,2004 Street Trees Added U z cU O 07 w CV CU H z 0 � ('°� Q H U is � J 0 c H p W czcn W >- `.� H z W � g , o 0 O rr < U U7 �.J J O W ZD � CC � W o cn zrr J n n �0" D W W n 3 0 (D o W J a REVISIONS DEC. 10, 1999 FEB. 14, 2000 MAR. 13, 2000 April 14, 2000 Add Sight Es'mt. JAN. 2,2002 AS BUILT MAR.1912 002, A.C:S A. Comments PHASE,'1 OCT. 13, 2003 PHASE 2 AS BUILT Road, Water a Sewer DATE OCT. 7, 1999. SCALE 1" = 50' HORZ 1" = 10' VERT CONTOUR INTERVAL 2 FEET W —.J W a H CD z LL J H 0 > Ci In H IL _ > >- 0 W o Z o z Q ® I. --I (n w Q rr � W w Q 0— co Q 0— FILE NUMBER 7907 SHEET 5 OF 14 710 FO-Lore, me: 67C =0 MCI 64C 20'STORM DRAINAGI D. B. 2415 pp 217 —222 C&O RA ILROA0 34 33 32 m U) 27 31 (D c 26 28 '30 -- (D 10 CD 0) 01 9-- 0 -Jo Y, 45- Bf Fnd- 6 I' Red Be 15 '0 32.2 SE4ER EsMT- cn D B 2 415 p 217 222 a 1 141) lc� 1"Red Oak ON A Red Op SIRE E fn ro (4Q HILL zl� Red 01K LO LO co Zak.Iwo. I "Red Oak HYDRANT, EASEMENT 35 D.B.2415 k86 39 36 r, Ira 2 31-7 1 4n J I R d ak C\1 -an Red rn wo 0 1% Oak 0 a 431• 'F -k 70-00 ted Oak — 52 MOO 1. L 2 :§ r T) 41 ESMT- 42 'Ib'PRIVATE, SA LATERAL R d ok D. B. 2415 pp. 21 222 /"3.88' > Red Oak MT. IO'-PRIYATr-AN LAT• E MT. 21�.-222 ------- MT > !�3 V 5. �9. 0 < C) Lo KE3,X'4 Tee 8 GV' 4" GV 11�11 Ai, R 7+74. 77 to ('Redi'0 Z: 3.91 co 32, a I ��O- TypeA: 9WO 53 2qr A 10 A"\ 14 1 S85 2 14 E s, J* 233- - Go' 4 LA 0 1.OR Ln ri (SUNF + 8x8x6 T e\ -,As EMENT 6" HYDRANT GV 21 :FH Ass D. 45 46 47 nt Pdght 4 4 43 I 1 20 STORM DRAINAGE SMT. 2415 pp. 217-222 ROAD B- I SUNFLO ER LANE (40') NT M 0 -c 100.00 23.277 61D 16 .63 r—. to lv� '1� j 0 CA to -I- (D 0 LO c M r + C)11 &J > W CL DESIGN PIROFIL ILD rf) + W :-1; — —i W FL W fll 6 > W -i W CL U) 11-1 4- U) W Existing 7 2-649/o'_.!, Ground -�j 4 0 1.4 2 14V co AS BUILT PROFILE 41D.I.P. Water, Line CL 53 ai ri CD (D c U) IT C) c I c + 0M 0 QQ •- 0 CL . > , * r 0) Cr ACL c > f , L > J cu 0 LJ W 17- MAINTAIN 3' MIN. DEPTH c- OVER TO OF WATER PIPE NL-) If, (U U C) co cp 00 (JI D 0) c� C, (0 (D (D (D 710 710 700 700 590 690 580 680 -070 670 560 660 650 1 650 640 640 ROAD 13-2 HILL TOP STNEET f--Jl-i. Liu' J\J. XJU —U. cS 00 C > cri c W c. u 3 r - + U I c) co 01 Q) V- c) C I r 0 (a -P a: 0 > Existing I H1 DES 14N PROFILE Ground W C li J AS BUILT PROFIL8, 'c) K) 8"CL5211i.p-- + W CL W-i L -4 c T7 (U C) C (b (1.1 0 C) c (n (D it c) W 0 C) C) 00 0 f, 06 (j) c c > (WO - d Q) If) . c ) C) r, 06 CL 0 + 11 4 1 X (D co 4- CJ cl Q) Ir + , > C 1 X 00 (0 1 LJ 1 > ti CL Li I I I re) U to 06 ;I 0) 11 (U LLI 0 j j 1P 14 L v T > a- + n Lo ,9 > CO - to LTj co I ,- 0 LC IOO,D0 C L Aj > . r, f,- 0) (0 U) < r,z (:I K 21.2 9 M + 0+ CO 00 VSD 36949 L 50. 0 0' C:) 0 Ia K 2 9:76 > VSD 91Z57 -j CO 0.1 W Co. OD MAINTAIN 3' MIN. DEPTH OVER TOP OF WATER LINE D 0 00 D W 4- I 1) W T) ff) f c; M 0 C U-) c (Z) (1) (T) (D — co (0 D (D (D D (D (0 W (D D (0 (P 710 W, 1110 .10 570 660 M-1 MIR REVISED: MARCH 31,2004 Street Trees Added ,Q, a U cli (D M N cu U 0 C:) < CD U J 0 rT- 0 LIJ _j _j ca 0 cn Li 0 0 I (T < < CD J— e U J c- > If O-V—% U rT :D CU iE LL-i < U) C3 CC LJ U! 0- n 0 71 CD 0 z cc 77 Ljj < I a REVISIONS DEC. 10, 1999 FEB. 14, 2000 MAR. 13, 2000 April N, 2000 Add Sight Es'mt. OCT, 1312003 PHASE 2 As Built Road^ter S Sewer DEC. 15, 2003 Phase 2 A.C.S.A. Comments JAN.6,2004 Phase 2 Engineering Comments c\j W V) W Cu CL -j Go LL- Lij CD 0 _j (D a cr z c)— < > >: C13 m Li D 0 Z C) i.—i 0 LLJ I Cf) rr LU z cr < LU CO < U) 0 FILE NUMBER 7907 SHEET 6 OF 14 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 4+00 NOTE 680 680 z N N LID O Maintain 1' minimum separatio bet en Water Lie and 15"RC NOTE: N `i H (p) 680 680 690 ' co = N ° cU Maintai 1' minimum separation 690 J � 680 X -�CU between Storm Lane -and Water m o _^_ 680 w o e, �-+ � N (D ,� and Sew r Lines 3 I N �' () < � 1 11 Z) II m _v cu X I ci U J �, J > n _> ., > oo� 670 m 670 W II H II Z W V 11 Q) j H O 0. ("� H 670 �, m m 670 680 clv `t I u am° n 680 I 670 cn o O CE U) H , H W 670 w O O CL a 0 0 0 cn rr U; ° Existin --- UJ o �" m 11 it ~ h- 3 0 660 66q Ground "� J J J > I I a o •+ H H w o E°- F- o Ground r T� v t LU 660 660 670 _--- _ 670 ELEV= 56.5 660 c 0 660 �C.! z W Existing m O p W. L. W Ground 1�CD W OJC 1 650 o rn uw , n Q o� c� 650 650 660 �. i „i `n= 660 co T650 F-+ o ►-� a I 650 is L0 L0 o f 18 +ep- po c� 3 cD� cD a II H 11 n .0 @ 4.666% HOPE O = (D U) n 11 ° n o 5.50 HOPE u u 19 2.72° J Z 640 ( 640 ' of 15" PGP- °' cn O (D3 II n a H p H ' o rr O o ~' (n 35.8733 of 15" REP 33.0� HDPE @ 8 9 r (. 9 /o p 640 ►-� �+ H 640 650 11 n u v o ri o, 9 ~ H PE 650 % 32-66' @ f 15" flC-f�- W t o 'of 15" 2 76% ro 640 0'9) /O 640 MM� 33.74' HOPE 34'of 15" o �' S.99� tOE 2.17�%7 Imo! W � � o z 32'a 15" ReP @ 8;?�of 15" °27.6 HOPE @ ~' 2 20 HD E @q ' of i5" REP- 630 a COco 630 Q z " 2.34 % @ oa-864%-I. 9 % 3.9 4 °/ 0. C_ ® W rn F-; (D � z (rn Z 0 0+00 1+00 2+00 0+00 1+00 2+00 3+00 0+00 1+00 �-+ -1+00 0+00 71 1+00 2+00 rr z a W J a X � '� X 11 X c1 N NOTE: REVISIONS _' o Maintain aintin 1' minimum separation DEC. 10, 1999 c� ao U LD co 680 690 690 680 between Water Line and 36" RC 680 FEB. 14, 2000 o n I u H 11 MAR. i3, 2000 X I O f] V U CoQO O cJ. N '� , �,� o o � 0 x -, M J JAN. 2,2002 W LO O c0 Existing ~ — h cD o AS BUILT PHASE 670 �-+ Ground --- 670 680 CD 0 cD OCT.13,2003 PHASE-2 u 680 670 670 AS BUILT Rood,WateraSewe W W a r2 1'2 xc II 0 DEC. 15, 2003 Phase o p 4 o Y1 0 0 A.M.A. Comments E fisting I- JAN. 6120 04 Engineerini round .Comments Phone 2 660 OD 660 670 - . 670 660 ti ;7w-,L 660 o ,QD_ _ B P 288.2� HDPE N cv (DD g a , - """" Existin '-' "°ram f 15" ;IG ca Ground ELEV.= 656.5 � @ � X if 11v DATE ro 1 42% If A 650 ,�,. o �; 0 650 660 M 660 650 650 OCT. 7, 1999 UP 1 cD �-+ _ ui (D II II II H ►-a F- i H 1 H-1 28�48-' o f 15 " HRH N m cp (a c�D n 35.67' @ X NN I L0 co v I ; o ►-' C cv 3§ . 39 ' f 15 " HOPE 1.4 (D c° I 1 W _ SCALE ``I II 1 " 50 ' HORZ H '-' '� co 0 @ • u u 11 I 1" = 10 ' VERT o 1 U) 640HOPE 68, 48' PE 92 /O 640 650 0 650 640 640 4 4 -g o f 15 " REP- fib. 81 ' 0 15" RCP- N cn ci W G. 2 1.OBB% @ `° 106.12' H.DRE. CONTOUR INTERVAL 3. 92 % 1. 00 % HOPE 406-. 8f? of 36 " -REP- of 15" ReP @ 52. @ F9 1.34 % 2 FEET 0' 13.11% 0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 -1+00 0+00 1+00 2+00 3+00 PIPE OUTLET CONDITIONS A A Ii0 CD ado ------ J H d z o z H PIPE OUTLET TO FLAT I H I°—i > AREA WITH NO DEFINED W PLAN VIEW CHANNEL J r e-+ z z o La ® Cl- H D % r _RM d cn W W p �J a r— J. L �C SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR J�r ENTIRE PERIMETER NO. 1 78 A A 3da (MIN.)', G. d PIPE OUTLET' TO WELL DEFINED CHANNEL PLAN VIEW L a IS CLASS ill bWLESS OThEWESEme ."_o..._..._ FILE NUMBER d OUTLET / INLET PROTECTION NOTE: 7907 SECTION A -A — i- OUTLET PROTECTION A T UO, VO, WO, FILTER CLOTH KEY IN 6PRECOMMENOEQ FOR ENTIRE PERIMETER X0, YD AND ZO AND INLET PROTECTION .,`T. NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, OABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. A T Y1 WILL BE DETAILED ON THE EROSION ®' � —. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. CONTROLIBMP PLAN. SHEET Source: Va. DSWC Plate 3.18-1 9 OF 14