Loading...
HomeMy WebLinkAboutSUB201200008 Plan - As-built 2012-01-18GENERAL NOTES OWNERS: 55E- 01- G 55E-01-Al MARCH MOUNTAIN PROPERTIES I LLC MARCH MOUNTAIN PROPERTIES LLC PO BOX 370 PO BOX 370 CROZET, VA 22932 CROZET, VA 22932 APPLICANT- MARCH MOUNTAIN PROPERTIES, LLC 1150 PEPSI PLACE CHARLOTTESVILLE, VA 22901 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESVILLE VA 22902 TELEPHONE. • (434)293 -3719 FAX. • (434)293 -2813 CONTACT- MR. SCOTT COLLINS, P.E. ROAD AND DRAINAGE AS�BUILT PLANS EMAIL: scottgcollins- engineering.com TAX MAP NO. 055EO- 01- 00 -000GO (D.B. 3824/ PG. 335)(PORTION) 055EO- 01- 00 -000A1 (D.B. 3812/ PG. 187)(PORTION) WHITE HALL DISTRICT AREA: 3.701 AC. (BLOCK 11) OWNER: NEIGHBORHOOD MODEL DISTRICT - ALBEMARLE C V I R I N I A G APPROVED Wl TH PROFFERS 9 14 05 BY ALBEMARLE COUNTY BOARD OF SUPERVISORS NOTE: COPY OF PROFFERS PROVIDED SEPARATELY .. USE. • 12 TOWNHOUSE UNITS, 1,000 SF OFFICE �'.'_''•�» `'.. M..'= "mod- =. i- -1�" 11 SINGLE FAMILY ATTACHED UNITS 4 SINGLE FAMILY DETACHED HOUSES 5 SINGLE FAMIL Y ATTACHED AFFORDABLE HOUSESr .._.__..._Ei SUBDIVISION STREETS: CURB & GUTTER 1 DRAINAGE DISTRICT. 1 LICKINGHOLE DRAINAGE BASIN (LICKINGHOLE CREEK IS RECEIVING WATERS FOR PROJECT) ._ ! i 4` BLOC ( - (DRAINS TO SLABTOWN CREEK) _� T AI -.- i "... WA TERSHED: S RI VANNA RESERVOIR - - TOPO & SURVEY • TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR JENNINGS STEPHENSON, PL IN AUGUST, 2006 AND UPDATED IN DECEMBER 2007 AND NOVEMBER 2008. BLOCK 5 r ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA_ DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERIr UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD' RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUI TABLE MA TERIAL TO THE SA TISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE F_NTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE, DRAINAGE 1. ALL` PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE_ l).FOOT 2..., STANDARD UNDERDRAINS ((,D; -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD `CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LEPVGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN' ,T CORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED,AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T 1. AN ACTUAL COPY OF THE- CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. - 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMI T ISSUED B Y VIRGINIA DEPAR TMEN T OF TRANSPOR TA TION MA Y BE L OCA TED WI THIN THE STREETS RIGHT OF WA Y. LIST 1: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMAENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOIVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION' OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLOCK 20 BLOCK l 1 / II j e / / BLOCK 12 SHEET LAYOUT SCALE: 1" = 100' BLOCK 14 THIS PROJECT BLOCK 15 CURRENT OWNER /DEVELOPER MARCH MOUNTAIN PROPERTIES, LLC 5380 GOLF DRIVE / SUITE 103 SHEET INDEX CROZET, VA 22932 TITLE SHEET COVER SHEET 1 AS-BUILT ROAD PLAN 2 AS -BUILT ROAD PROFILES 3 AS -BUILT STORM PROFILES 4 NOTES, DETAILS & CROSS - SECTIONS 5 ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.2933719 R CROZET UPPER LLARD FIELD � + �ALLAR FIELD o 0D OLD TRAIL {PILLAGE iWD� o d r PROJECT To CHARLOTTESW E 70 YIAYNESBORo RtE• 250 1of Tp C VICINITY MAP SCALE: 1" = 21000' ' SCOTT R. COLLINS0 Lic. No. 035791 �OIVAL SSG z a V Z w O Z Z --� O Q Iv ,•i H w z N W ce LEGEND ROADS - -_ - _- _ - - ------ --1 EXISTING CULVERT Ln N CUL VER T • ' 0 DROP INLET & .STRUCTURE NO. CURB CURB & GUTTER PROPOSED PA VEMEN T EC-JA DITCH 6" DEPTH OF EC -3A DITCH EC -2 DITCH 6 " DEPTH OF EC--:? DITCH ••• --- • • • --- EARTH DITCH DRI VEWA Y CUL VER T :y BENCH MARK - - - - -- CLEARING LIMITS as VDOT STANDARD STOP SIGN --- - - - - -- 200--- - - - - -- EXISTING CONTOUR 20o FINAL GRADE CONTOUR Lu 240.55 FINAL GRADE SPOT ELEVATION �- TBC DENOTES ,TOP /BACK OF CURB TAB DENOTES TOP OF BOX GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF TIME TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREA TER IS NOT OBTAINABLE, A REVISED PA VEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST £ATE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WA TERCOURSE. 4. GUARDRAIL LOCH TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCH TION AND APPROXRA TE END TREA TMENTS WILL BE FIELD VERIFIED A T THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, I T IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, I T SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS 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. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS FOR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ODDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CO -2 CROSS- DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. L 0 � a � U W W �z n z W 0 �U) z o� 'o D ,} � o 0 L � o� ac: 00 L o � 0� c 3 3 0 L U Q. o x U N �Q) 0 o 0� L O U L o 0 0, T � o a E N o� .s U 7 � il U 7 U �0 il n � o J U"� J U o ro a U o � L L aU) 0� > o U 0 U w-' x -0 0 0 0:t 0E 0� I 0 V) 0� E 0 (n U 7 U U 0 •� a � U Q) oQ) cn 0 o co U U C 0 3 Y) U C 0 0 0 a 0 a N T - U sF 351 R/W -R /W 30' F /C -FC 26' E /P -EP IJ7 w > c,., es `�✓. Ln 0 00 u" 1 C6 i11 d a- CG -12 CG -12 X X UPLAND DRIVE\ m, PUBLIC R -O -W (WIDTH VARIES) v o D.B. 4215, PG. 254 -261 (PLAT) 4009, PG. 364 -369 - - - -- - - - -- -- -- - �h - ---- -- - - - - - -- -- -- X X X o I o v 690.82 �E + ° y 4 a v - - I - - - -}- - _ 5' REAR - - -4- - -� - - - / SETBACK (TYP) CG -12 1 STREET SIGN _ I I ° o . 690. 80 1 0 s~I�L"7- STRE.E. T A S TRI I I I I I ES (T-YP� .� ) LOT 27 LOT 2 I I -`: - _ LOT 7 LOT 1 LOT 3 LOT 5 LOT 6 LOT 4 CG -6 CUR I B 0 & / N ° . q ° I , ry r h `•j Q` r I i ! 689 42 2 18I ' E /P -E /P - - - - - - _ GUTTER (TYP) (MODIFIED VDOT STD. TURN- AROUND 3 2 CURB CUTS FOR F /C -F /C LOT 26 ' o DRIVEWAYS (TYP.): ; SPEED LIMIT SIGN MISSING 690.34 + VDOT STD. rm n STR -12 L------ - CG- 2(TYP) Top= 690.25 Grate = 689.67 DRIVEWAY (TYP.) 12 O + I0=682.v 690.20 II= 682.25 LOT 25 O VDOT STD. DI-213 L =4 CURB CUTS FOR 2BSIGHT DISTANCE EASEMENT CG -2 --zo PUBLIC Top = 689.76 DRIVEWAYS (TYP.) CURB DSIGN CENTERLINE DRAINAGE EASEMENT 11=682 64 = 682,46 56 - - - - - - - (TYP.) R/W -R /W 15 REAR __ VDOT STD. SETBACK CG -12 BUILT CENTERLINE -STOP SIGN MISSI G (TYP):: YP.) LOT 24 VDOT STD. DI 3C L -y1-' ) D X• O WHE AT F D WA Y + STREET SIGN 10--00 11+00 VARIABLE WIDTH 1213 3STREET SIGN o +5o ✓ �+ ; RIVATETRAVELWAY / - . - - - - - - - V' - 689.0 89. 1 0 " 0 (1 5 n 84 692.19 88.97 11 691.0Z - _ 688.8 O . STOP-SIG N 30 SIGHT DI688.72 STANCE EASEMENT CG-12 VDOT STD. DI -3C (L =8') - -1 LOT 23 STR -12D -28 VDOT STD. STOP SIGN MISSING ( l J, Top= 687.47 28 / / CG -2 (TYP) Top= 689.42 I v I II= 680.89 I STR 30 I LOT 30 - 12D I0= 683.07 \ I0= 680.72 20' Tap = 690.28 VDOT STD. CG -2 (TYP) I STREET SIGN -' - - - F/C t I0= 683.75 ; I STOP SIGN MISSING VDOT STD. 8 VDOT STD. DI -3A : ; -F /C 20' PRIVATE- - - 12 B - - - - - - - - - - F/C I,���,� CG -11 ENTRANCE �1 I'. .'.'. I--- - NT ! 68766 u0i S/W ° I LOT 22 : : 1::: ::: 1: : z3' I� DRAINAGE EASEMENT i VG - R/W LOT 28 to ; SIGHT DISTANCE EASEMENT I3 � I LOT 31 P� - a . • - - - - - - - - - - - 685.03 0 � - - - - - - - - - "-- -.W + -F /C I: : :: �L S' SIDEWALK MISSING m LOT 8 o I >IcjL' `n CG -6 CURB + a 688.77 o I ::: ' :::::: ... r' I & w GUTTER ( Z3:rn 0 kb tv I - - - - - - - - - - - - - - - - - - - - I- oC 00 LOT 21 w ��� :: I I X E Q _ LOT 29 I LOT 32 51 20 ED rn A I a YD-2 D :.ToP =68 .90 SIGHT DISTANCE EASEMENT I: S/W _ ,,, - STOP SIGN MISSING _ T m rn 7 - - - i �5 Ts Cry I : �- 2 6� C� In I - - - ` - �: R/W LOT 9 PLANTING i --- - - - - -- STREET SIGN r m \I I ::::: :: :: i a n \ YD2 VDOT STD. CG -2 (TYP) STRIP(TYP) Q' 1 LOT 20 :: C) , o - I 685.7 + o I < ADS YARD INLET - 24" GRATE O I 321 q' I 11 +50 684.97 O I F /C -F /C 681..2 O I 681.81 683.26 N _ 7X w- -- r�i a f + ,.. -- - - i n (1 C Z - 684.51 28' - --- - - - - - - - - - - - I 681'•17 ri 10 +50 WHEATFIELD PLACE 11 +00 STOP SIGN MI ING is how 'I�t pv,� ° . X -E /P o I a .. VDOT CLEAR ZONE & 10 0l 32 VDOT STD. DI -3B (L =12') :. :. - - - - - - - - - - - - - - - - E/P I 23 PRIVATE TRAVELWAY u, -� - - q MAINTENANCE EASEMENT q w >- CURB CUTS FOR a I .: a .::DRIVEWAYS (TYP.) I: ' a ti� STR-32 I;. Jam, -J I:': .' 56 - VDOT S D. DI -3A.. I Top -6 1:.66 10: RE VDOT STD. ' : :. I 1 R /W -R /W LOT 19 II= 675..7: ' . . -, ' / CETB CK (TYP) CG -2 (TYP) ::: VDOT STD. I ! 2( I0= 671 23. ' : : ' . ' . -I ' : I w ih I ' . CG -z TYP I LOT 10 - - - - STREET SIGN I o SIGHT DISTANCE EASEMENT I - I I I VDOT STD. DI- 313 AS -BUILT CURB LINE (TYP.) 683.27 +' r STR -26 16' PRIVATE I bC3 _ I N o v. Top = 679.47 I I DRAINAGE EASEMENT I _ - I I I � I - °II =670.68(28) i � LOT 18 II- 670.78(32) SIGHT DISTANCE EASEMNT 682.26 0 DRIVEWAY (TYP.) ; i - i18B DESIGN CURB LINE (TYP.) I0= 670.62 ILA ri I , 678.29 N p LOT 12 --- - - - - -- ------- 0 X 9 32 F/C -F /C LOT 14LOT 15 ----- - - - - - m _ \ STR-18B I 2 49 q I LOT 17 I - I AS -BUILT CURB LINE (TYP.) I I 10 -67 45 SIGHT DISTANCE EASEMENT z8' I. I - ' p� DESIGN CURB LINE (TYP.) I I /e�, 4 � VDOTSTD.DI- 2B(L =so') a i E /P -E /P ✓�> - - - - -- I { 'I' jd STR -20B ( I I ( I I LOT 11 8B ° - -= Top= 677.26 . I I I I I I I I ° ° O O II= 669.27 680.58 + 310= 669.24 DOT STD. 20' PRIVATE " ' LOT 16 p p Top 680.0 -DRAINAGE EASEMENT ` VDOT STD. DI-3C (L=4' I TURN - AROUND O Grate= 679.69 o 76 + G I0= 671.85 676 STR -18 Top= 677.64 CG -12 I ` ( I I Grate = 677.04 STR -16B a + ' \ STOP SIGN 2OB 20' PRIVATE I �' II= 672.64(18B) Top= 677.38 °a DRAINAGE EASEMENT I I I I II= 668.13(20) Grate= 676.79 VDOT STD. DI -36 (L =12')1 � I 11 668.68 5I I. IO 66747 a � CG-12 MISSING- VDOT STD. DI -26 (L =8') 8 zz6 VDOi STD. DI -2C �L "N' STiZ 2'106 v a VDOT STD. - 213 (1 =4') " X X STR -22 Top= 672.98 Grate = 672.33 10 +00 111 _ 10 +50 II= 669.30(22 II= 669.37 24 72.78 672.74 I0= 669.27 ^� NA r STR -24 -r Top= 673.02 STREET SIGN Grate = 672.48 ° I0= 669.44 4. CG -12 MISSING 22 20 Top =03�.' B) Y Sj 4 v a Grate= 672.71 11 +00 II= 669.19(2013) 11 +50 _ II= 669.19(22) _ ,- _ 73.31 I0= 669.10 74.54 VDOT STD.. DI -2C (L =q') DO SPEED LIMIT SIGN l' 12 +00 �tV1� J 12 +50 7597GLEN VALLEY DRIVE 77.32 57' PUBLIC R -O -W ��.R,B. 4195, PG. 686 (PLAT) ° v a a 3 v •. STREETTREES MISSING ST -14 Top= 677.31 Grate = 676.74 II= 666.39 i8 m 13 +00 13 +5° I0= 666.21 n w - oo 7m _17-7.6 - n N - 677.32 v n VDO STD. DI -213 (L -0 14 16 st - _ I VDOT STD. DI -zC (L =4') 6� e ^a u- / ° f - STR -16 ` Top= 677.36 \ ° Grate = 676.79 STR 2 II= 667.21 \CS:1DE=WALKM SL`I►p C� IS �i Un ( (II 0 = "6� 67 .07 Top= 675.89 6, i Grate= 675.28 y, U STOP SIGN II= 665.60 II= 665.60 I0= 665.49/ / MAC E -ISEE THIS EET O Ln v,a 4 v� q_.v ° �d CG -12 MISSING STOP SIGN MISSING STR -10 Top= 690.25 Grate= 689.66 II= 682.03 I0= 681.84 VDOT STD. DI -213 (L =4') CG -6 CURB & GUTTER TRANSITION INTO CG -2 CURBING AROUND RADIUS OF CURB _. -._ ° (z( %13 40 �-lj Qi�i U-Q l 046 WSCOTT C, R, OLLINSZ ,U No. 35791 ,1' z a w z Lo 0 L Z w 1.L N W ce -e ONAL 5' SIDEWALK MISSING i� / C, (e 1�1� I'v-e n %uz t - C6,61,14 m L- N � T STD. DI -zC (L SPEED LIMIT SIGN l' 12 +00 �tV1� J 12 +50 7597GLEN VALLEY DRIVE 77.32 57' PUBLIC R -O -W ��.R,B. 4195, PG. 686 (PLAT) ° v a a 3 v •. STREETTREES MISSING ST -14 Top= 677.31 Grate = 676.74 II= 666.39 i8 m 13 +00 13 +5° I0= 666.21 n w - oo 7m _17-7.6 - n N - 677.32 v n VDO STD. DI -213 (L -0 14 16 st - _ I VDOT STD. DI -zC (L =4') 6� e ^a u- / ° f - STR -16 ` Top= 677.36 \ ° Grate = 676.79 STR 2 II= 667.21 \CS:1DE=WALKM SL`I►p C� IS �i Un ( (II 0 = "6� 67 .07 Top= 675.89 6, i Grate= 675.28 y, U STOP SIGN II= 665.60 II= 665.60 I0= 665.49/ / MAC E -ISEE THIS EET O Ln v,a 4 v� q_.v ° �d CG -12 MISSING STOP SIGN MISSING STR -10 Top= 690.25 Grate= 689.66 II= 682.03 I0= 681.84 VDOT STD. DI -213 (L =4') CG -6 CURB & GUTTER TRANSITION INTO CG -2 CURBING AROUND RADIUS OF CURB _. -._ ° (z( %13 40 �-lj Qi�i U-Q l 046 WSCOTT C, R, OLLINSZ ,U No. 35791 ,1' z a w z Lo 0 L Z w 1.L N W ce -e ONAL 5' SIDEWALK MISSING i� / C, (e 1�1� I'v-e n %uz t - C6,61,14 m L- N � 1 �CC� I.I,LYG1. m U) NOTE: ALL EASEMENTS SHOWN ON THIS AS -BUILT j Z PLAN ARE RECORDED IN D.B. 4195, PG. 685 -693. M co N AS -BUILT CENTERLINE (TYP.) mmmmm CY) J DESIGN CENTERLINE ~ (TYP.) GRAPHIC SCALE 20 0 10 80 N m N Q ( IN FEET) 1 inch 20 N ' W = ft. 4 IN 4 / Q STREET TREES MISSING / \ Ir- Iw Z Z C� r�- \ > CL �O iw f- � VV, I I� co t I W '�-� O r t , I p� U VDOT STD. DI -213 (L =12') / t O t / TI J STR -8 Top= 680.24 o t W Grate = 679.71 II= 671.82 II= 671.52 / ul / I0= 671.23 , I VDOT STD. ES -1 I 4 I0 =663. U) U 20' PUBLIC 0 Lu DRAINAGE ; I / ' w CID \'EASEMENT f \ 'gi �' � � � � � � J D,8 14 PUBLIC STORMWATER i MANAGEMENT ACCESS E�$EMENT w I Ip i C) 14 +00 m VDOT STD. DI -26 (L -6')1 + 0 Top= 677.01 -y '~ f -� - 1 f {} 1 m - STR -6 4 5 I Grate 676.40 I / I O 677.91 - °-w- - II= 669.36 20' PUBLIC 676.71 I0= 669.07 DRAINAGE ' 20' TEMPORARY PUBLIC DRAINAGE I I / ILL EASEMENT / � f 1 '' CD EASEMENT TO BE VACATED UPON FUTURE ' �# O GLEN VALLEY DRIVE R.O.W. EXTENSIION I / l / /f �J ;; nl v L w .yh STR 4 PC7 �!' SWM ACCESS PATH /�/ O i I l f! l IIa 0 _ 4 - Top = 677.00 / I t o- V) f , = r . Grate- 676.43 - d _ �t I I9 : -_ JOB NO. �\ CG 1z MISS G 9K \ 4 -� I0= 667.50 1-= t (l(i :I- i/ / / - i l, 02009 VDOT STD. DI -2 13 (L =4 1 �� - I �If O ° . CG -12 & SIDEWALK / I ` \ I 1 ( SCALE 675.78 0 � MISSING ►► _ 2 SHEET NO. VDOT STD. D 2 (L =4') 2 L 06 z w �w �z �CD �z w 0 �z � J �0 o U � 4- c o ° C: L c o L C 0 0 c � 0 • L CL x U U 7 0 o C� L 0 ° �_r_ 0 c a T � ° o rn c c •o 0 U � c z J� W 0 Z U L Z -0 ° J z ° J J � o T C O U a 0 L 1-+ aV) 0 C: U • : U o x -0 Q) m Q -' E L U °C: to C� v-0 E o � 7C3 U 0 c U 0 0 CO o 0 -0 ° 0 3 c U 0 0 0 0- CIO N T � C � O SPOT SH HIGH POINT ELEV = 684.70 HIGH POINT STA = 11 +52.50 PVI STA = 11 +40.00 PVI ELEV = 684.45 A.D. = -0.74% Q° K =33.66 _ * LOW POINT ELEV = 681.73 25.00' VC mD m LOW POINT STA = 10 +37.50 0 0 PVI STA = 10 +50.00 N � o M -n PVI ELEV = 681.98 + � � 690 0 A.D. = 0.75% C CO 690 O 25.00' VC DESIGN m A.D. = -8.87% PVI C ;u n m z LO LO GRADE w LL Lu POINT STA = 0 +09.90 m m 40, w w PVI STA = 1 K -8'68 LON m cn X + � + N EXISTING U) z PVI STA = 0 +34.90 685 > > m CD � (0 GRADE O PV 685 p n vi rii vi w PVI ELE _ 00 O ° mm >w--' ELEV = 688.0 z - A.D 695 oz °r`• + � DESIGN oN + - A. . =7.16% OprZ - C) o - , 0 +09.90 2.00 0 66 w EXISTING BV DT ('TYP.)--,,,,,., 2.00% > mm 2.74% E: 689.31 AS -BUILT > > 680 > > GRADE BV E: 691.19 w w 680 0 +59.90 GRADE INTERSECTION OF w w AS -BUILT WHEATFIELD PLACE 2.00% z ° CD (STA. 11+60.00) GRADE & WHEATFIELD LANE (STA. 11 +0 .00) 675 k, YD1 EVCE: 677.51, 675 io. 00, VC = 13 +38.71 680 LOW POINT ELEV MH -15 - MH -14 12 MH -17 - MH -13 670 690 2.00% 670 r- r C0 O q N r Ln LOW POINT S 00 00 00 19t co co Ln co 't co SSD -161' II SSD =164 w 676.72 ^ AS -BUILT 4" CLASS 53 L( LO) HIGH POINT ELEV = 692.37 HIGH POINT STA = 11 +20.00 PVI STA = 11 +26.30 700 PVI ELEV = 693.20 0 LO ° N O �o M .w 700 W POINT ELE = 689.31 PVI E A.D. = -8.87% PVI LON POINT ELEV = 688.92 Q �- POINT STA = 0 +09.90 m m 40, w w PVI STA = 1 K -8'68 LON POINT STA = 12 +53.18 U) z PVI STA = 0 +34.90 0 77.00 V O PV STA = 12 +26.2 p Q a PVI ELE = 689.81 00 8 x4 TEE 00 PV > ELEV = 688.0 z - A.D 695 =1.71% °r`• + � DESIGN oN + - A. . =7.16% OprZ - J o 695 BVCS: 0 +09.90 iri Iii 66 w EXISTING BV S: 11 +65.25 cwA > mm BV E: 689.31 AS -BUILT > > &j W uj Iii > > GRADE BV E: 691.19 w w EVCS: 0 +59.90 GRADE m m &RADE w w EV S: 12 +87.25 2.00% z ° CD EVC :690.74 GRADE d' 0 O EV E: 689.26 EVCE: 677.51, 690 io. 00, VC = 13 +38.71 680 LOW POINT ELEV = 676.32 12 .00' VC 690 2.00% 7/D / 80.00' VC z PVI STA = 13 +43.50 LOW POINT S SPOT SHOT (TYP.) 685 SSD -161' II SSD =164 8 "x4" TEE 676.72 ^ AS -BUILT 4" CLASS 53 685 1.0' -� cc: K = 9.85 VDOT STD. CD -1 LATERAL FIRE HYDRANT A.D. = 3.65% (1) 4" G.V. 675 EXISTING 8" 8 "x8" TEE ASSEMBLY LOW POINT ELEV = i WATERLINE 125.00' 3 - 8" G.V. SPOT 39 VC sip SHOT (TYP.) AS -BUILT 8" CLASS 52 685 675 w -' - °' €E -TI9N - D.I. WATERLINE 12C [SPOT HJ w Q 680 MH -15 - MH -14 SSD PVI STA = 10 +75.0 TA. 10 +00.00) 680 0 z 670 0 A.R.V. o WIN , O W INTERSECTION OF w OU m cp 670 M co U rn � M 670 � SS�o173' INTERS CTION OF o o O W O �a A.D. = 4.75% WHEATFIELD COURF WHEATFIELD LANE (STA. 10 +00.00) c i (STA. 10 +97.00) c� rn � M ti O & WHEATFIELD WA co N 00 & WHEATFIELD WAY (STA. 11 +66.00) 2- 12 "G.V. 1675 (STA. 10 +00.00) + CD O 680 C0 124.0_0' VC 675 7 (O I0 CO 00 O CO N N d O co N 0o O d O L() ti 0n n M O Co O O �' (° (0 ?0 co fl 00 CO O C0 O 00 r O CA co r 00 0) 00 CA r- 00 00 00 I` co CO O 00 iii O ti co O U (D (0 CD CO w CO O CO w O O r- O 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 9 +50 WHEATFIELD PLACE PROFILE 24" STEEL WATERLINE BO OLD Tf 12" G.V. & TYPE BLOW -OFF VALV RA5 LOW POINT ELEV = 673.22 HIGH POINT ELEV = 677.72 1 nW POINT STA = 11 +37.50 HIGH POINT STA = 12 +72.82 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 WHEATFIELD WAY PROFILE 695 /00 W C0 h CO O: cr cc 695 HIGH POINT ELEV = 690.16 HIGH POINT STA = 30 +75.00 PVI STA = 31 +25.00 PVI ELEV = 689.67 A.D. = -4.05% K =24.69 100.00' VC °o SSD= 316' °o NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' 695 uj iLi rii LOW POINT PVI E LEV = 673.98 PVI ELEV = 678.2 LOW POINT STA = 11 +38.0 - 2.00% m m 40, w w PVI STA = 1 +03.00 (0 A.D. = 2.05% 584.61 A.D. _ -6.45° M CO 4° SHOT A.D. = 4.02° m (DD 690 100.00' (TYP.) - -8 69% BVCS: 10 +6 K = 26.84 8 x4 TEE K =12.4 > > (1) 4" G.V. EXISTING GRADE U DESIGN U U B CS: 11 +37.50 w VCS: 12 +13.2 LOW POINT ELEV = 672.80 685 70.00' VC -0.98% 690 > mm > VCE: 673.22 ww BVCS: 676.2 &j W uj Iii LOW POINT STA = 35 +12.50 690 + -0.98° DESIGN ° CD 685 GRADE d' 0 O PVI STA = 34 +50.00 VCE: 675.29 EVCE: 677.51, 690 OW POINT ST = 13 +38.71 680 LOW POINT ELEV = 676.32 AS -BUILT 55.00' VC w > O 80.00' VC z PVI STA = 13 +43.50 LOW POINT S A /15 +22.00 & 4" VALVE 680 SSD -161' II SSD =164 PVI ELEV = 676.72 ^ AS -BUILT 4" CLASS 53 PVI STA = 15 +00.00 -� cc: K = 9.85 VDOT STD. CD -1 LATERAL 675 ° A.D. = 3.65% - 3.14% 675 PVI ELEV 76.16 68rj LOW POINT ELEV = 72.22 z Ors 125.00' K = 27 100.00' SPOT 39 VC sip SHOT (TYP.) A.D. = 2.52% 685 675 w -' - °' €E -TI9N - 1.5' WHEAT [SPOT HJ w Q + w '+ m ti SSD PVI STA = 10 +75.0 TA. 10 +00.00) 685 0 z 670 0 SSD =163 o WIN , O W P I ELEV = 671.0 w OU m cp 670 M co U rn � M 670 � SS�o173' �°n �w o o O W O �a A.D. = 4.75% "x8" °+) N c i °+) c� rn � M ti O ti M K = 26.11 co N 00 FILL 1.0' 2- 12 "G.V. + o / + CD O 680 C0 124.0_0' VC (0 O m CD z = � � � 8" 45° BEND CO �' (° 680 o _ o 8 " 450 BEND U iii O ti co O U 6 di L0 N m O O N O to ti " r- O O 00 CA 0o M N VDOT STD. CD -1 1- 6 00 fl- m ,SO`70 W 2.00% U > > > (0 O O (fl oti to O O �ti 11 FILL m m w w W AS -BUILT 4.80% .000 % - U U GRADE > 675 675 m m VDOT STD. CD -1 VDOT STD. CD -1 VDOT STD. CD -1 CASING & VDOT STD. CD -2 END CLAREM,�NT LANE RO D CONSTRUCTION STA. 34 +00 RE UNDER i 12 x8 TEE ZAIL DRIVE W FIRE HYDRAN I ASSEMBLY. EXISTING 12" 75% z C C) o °0 1 END WATERLINE WITH 8" G.V. o 670 - 2.00 °i° 23 °° LO + 675 I 670 Q DESIGN GRADE �.O °o, rn + 675 16A N m + 5 + C M co 1.1' cn cn > C E „ 12 x8 TEE AS -BUILT 12" CLASS 51 1.0 1 w w p z O - 0.84% 665 O o^ 1- 8" G Vv D.I. WATERLINE U) W O o Q J? 665 670 0 Lu z 0 Q g OW�J 670 12 "x12 " CROSS OWO W �cj O ❑ z U +o FIRE HYDRANT w ❑ z g (3) 12" G.V. U-1 2 z z 0) O 12 CROSS > ASSEMBLY (1) 8" G.V. co > w J � I-- �z�❑ (3) 12" G.V. wz� O ❑� 0 ~J�o 660 w w U (1) 8' G.V. � z�� ❑zoo 660 zdso m ° z o06 w0 c h � N �- ti O� O m O O � O ti Cn q LQ N O m d: In 00 (O 0� N d' m O - O O n - N r-� d• O O d: O N �t q N N It fl- N It fl co LO ti r-- It O ti [I- m O r-_ I- ti rl- f` ti ti to ti r*_ tw ti O r- r- rl- Co rl- r- O It ti 00 O N rl- a) CO O [I- O ti (D rl- (0 CD ti CD CD co O CD w (0 w O O (D w (0 O O CO CD O CO O w /00 W C0 h CO O: cr cc 695 HIGH POINT ELEV = 690.16 HIGH POINT STA = 30 +75.00 PVI STA = 31 +25.00 PVI ELEV = 689.67 A.D. = -4.05% K =24.69 100.00' VC °o SSD= 316' °o NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' 695 29 +50 30 +00 30 +50 31 +00 31 +50 32 +00 32 +50 33 +00 33 +50 34 +00 34 +50 35 +00 35 +50 36 +00 36 +50 CLAREMONT LANE PROFILE HIGH POINT ELEV = 690.93 HIGH POINT STA = 10 +11.04 PVI STA = 10 +36.04 PVII ELEV = 690.43 A.D. = -6.69% K =7.48 0 50.00' VC 0 695 m � m 695 uj iLi rii LOW POINT f`7 +o + ° +r- LOW POINT STA = 11 +38.0 - 2.00% m m 40, w w PVI STA = 1 +03.00 (0 SPOT PVI ELEV = 584.61 M CO 4° SHOT A.D. = 4.02° m (DD 690 100.00' (TYP.) - -8 69% BVCS: 10 +6 8 x4 TEE .00 > > (1) 4" G.V. BVCE: 687.E U U DESIGN U U 3.00 m w VDOT STD. LOW POINT ELEV = 672.80 685 70.00' VC -0.98% EXISTING GRADE > mm > GRADE ww 3-811G. V. &j W uj Iii LOW POINT STA = 35 +12.50 GRADE mm ww -0.98° DESIGN ° CD 685 GRADE d' 0 O PVI STA = 34 +50.00 680 690 680 EXISTING 4'900 BEND TO AS -BUILT w > O z A.D. = ° 4.19 /0 U & 4" VALVE 680 GRADE II LATERAL 680 GRADE ^ AS -BUILT 4" CLASS 53 -� cc: K = 9.85 VDOT STD. CD -1 LATERAL 675 ° - 3.14% 675 CROSSINGS DESIGN SHOT (TYP.) _O w z Ors 125.00' VC H Q� 685 675 w -' - °' €E -TI9N - 1.5' WHEAT [SPOT HJ w Q + w '+ m ti SSD 173' ° ° N TA. 10 +00.00) 685 z 670 0 0 � g _ 670 O W O❑ W (� > w OU m cp 670 U U) co U rn � LL o a �- 670 - �w o o O W O �a w`- "x8" z c i ° LO ti O ti M cy) M co N 00 1.0' 2- 12 "G.V. FJ O 0 m C0 O O (0 O m CD z = � � � 8" 45° BEND 665 _ U) -6 `. 8 " 450 BEND U iii O ti co O O M N Lr) 6 di L0 N m O O N O to ti " r- O O 00 CA 0o O (6 O 00 $(0 00 L6 00 00 L6 CV 00 00 1- 6 00 fl- 00 CQ I` r,- ,SO`70 O mm O (0 O O (fl ww to O O 11 6 80 0) 680 ¢ EXISTING END CLAREM,�NT LANE RO D CONSTRUCTION STA. 34 +00 12 x8 TEE W EXISTING 12" z o WATERLINE 675 I c Q �.O °o, rn 675 N + + C M co C g MH -11 - MH -10 1.0 1 - 0.84% o U) W sA 670 0 Lu z 0 Q g T 670 O W O ❑ z w ❑ z g w -1 "x12" w w 12 CROSS c/) Q U �- I-- (3) 12" G.V. . w 0- 0 z w w U (1) 8' G.V. 3 665 m ° z 665 660 6.60 655 655 t\ - N O CO O r m m N M d r O t` CO O m O � ti O N M co Co LO O M Co m O 00 Q0 � (D m O O O CO N m m't CO r Ln O O O O O O 6 O 00 O O co $(0 co co $(0 m co co ui 00 00 M CO 00 ti O N� 00 N- 00 4 rl- h L6 N ti ti C6 N t` ti N r- ti � N O I­ ti N O r- ti .- ti O CO C0 (O O CO (O O O O O O CO O O O (0 O O O w O W O O CD 29 +50 30 +00 30 +50 31 +00 31 +50 32 +00 32 +50 33 +00 33 +50 34 +00 34 +50 35 +00 35 +50 36 +00 36 +50 CLAREMONT LANE PROFILE HIGH POINT ELEV = 690.93 HIGH POINT STA = 10 +11.04 PVI STA = 10 +36.04 PVII ELEV = 690.43 A.D. = -6.69% K =7.48 0 50.00' VC 0 695 m � m 695 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 9 +50 GLEN VALLEY DRIVE PROFILE 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 WHEATFIELD LANE PROFILE AS-BU TYPE A BI & 4" GAl 695 HIGH POINT ELEV = 689.70 HIGH POINT STA = 10 +77.59 PVI STA = 11 +03.09 PVI ELEV = 689.27 A.D. = - 7.16% K =7.13 Ln 751.00' VC7 LOW POINT ELEV = 677.78 LOW POINT STA = 12 +65.37 PVI STA = 12 +15.37 .• O VDOT STD. CD -1 uj iLi rii LOW POINT ELEV = 682.98 + ° LOW POINT STA = 11 +38.0 - 2.00% m m 40, w w PVI STA = 1 +03.00 (0 SPOT PVI ELEV = 584.61 690 4° SHOT A.D. = 4.02° w m 690 100.00' (TYP.) - -8 69% BVCS: 10 +6 8 x4 TEE .00 > > (1) 4" G.V. BVCE: 687.E 5 co EVCS: 11 +3 3.00 m w VDOT STD. CD -'1 EVCE: 682. 8 685 70.00' VC - 4.67% EXISTING GRADE 685 AS -BUILT 8 "x4" REDUCER 3-811G. V. &j W uj Iii GRADE mm ww DESIGN ° CD 685 GRADE d' 0 O 685 680 680 EXISTING 4'900 BEND TO GRADE I- TYPE A BLOW -OFF U & 4" VALVE 680 w II LATERAL 680 z ^ AS -BUILT 4" CLASS 53 ° D.I. WATERLINE VDOT STD. CD -1 LATERAL 675 ° - 3.14% 675 CROSSINGS DESIGN MH -19 - MH -17 MH -13 - MH -12 H Q� 675 w U) €E -TI9N - 1.5' WHEAT 10 +97.00) (TYP.) SPOT HOT TYP. IELD COURT (STA. & WHEP >- w TA. 10 +00.00) 2 6' .5' z 670 0 0 � g _ 670 O W O❑ W W O w OU 19 670 U U) LL U rn � LL o a �- 670 - �w o o O W O �a w`- "x8" 665 z Z o W 665 N O ti M cy) M co N 00 1.0' 2- 12 "G.V. cri O (D O (D O O O (0 O 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 9 +50 GLEN VALLEY DRIVE PROFILE 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 WHEATFIELD LANE PROFILE AS-BU TYPE A BI & 4" GAl 695 HIGH POINT ELEV = 689.70 HIGH POINT STA = 10 +77.59 PVI STA = 11 +03.09 PVI ELEV = 689.27 A.D. = - 7.16% K =7.13 Ln 751.00' VC7 LOW POINT ELEV = 677.78 LOW POINT STA = 12 +65.37 PVI STA = 12 +15.37 .• O VDOT STD. CD -1 + + ° 5.70% ILT 4" CLASS 53 0 W (0 TK- 7.55 D. I. WATERLINE - 1.68% c w m w 100.00' VC > > > > co co 690 m m w w � � 690 -OFF - 8 "x8" TEE r- 00 N .OW E VALVE 8 "x4" REDUCER 3-811G. V. &j W uj Iii mm ww 685 d' AS -BUILT 8" CLASS 52 685 _ D.I. WATERLINE VDOT STD. CD -1 EXISTING GRADE 3' IN. AS -BUILT GRADE 680 29 SANITARY CROSSINGS LATERAL 680 ~� VDOT STD. CD -1 SANITARY LATERAL - 3.14% CROSSINGS DESIGN GRADE 675 675 INT- €E -TI9N - 1.5' WHEAT 10 +97.00) (TYP.) SPOT HOT TYP. IELD COURT (STA. & WHEP TFIELD WAY' ( TA. 10 +00.00) 2 6' .5' w OU 19 670 SANITARY CROSSINGS LATERAL o � 31 670 - O ❑ o o O W O "x8" F= J o W 12 TEE UWOFO WwoQN 1.0' 2- 12 "G.V. cri w 1 - 8" G.V. 665 z = � � � 8" 45° BEND 665 _ U) -6 `. 8 " 450 BEND c:, N O ti co O O M N Lr) N d h m 00 O r L0 N m O O N O to ti r- O O 00 CA 0o O (6 O 00 $(0 00 L6 00 00 L6 CV 00 00 1- 6 00 fl- 00 CQ I` r,- CO f,- O CD (0 O (0 O O (fl (0 (O to O O 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 WHEATFIELD COURT PROFILE 13 +50 14 +00 SCOT*R.OLLINS`� No. 35791 12, ' o � 1SI oNAL E�Ol z O J d Z vvi m w ::) Ol❑ cn z -j O Q 1v 1 z > Z w H W Cie M Ll) N z �w 13 w 13z �z �w O �c_ z o � J 0 U -0, D U o� ac: o 0 C 0 0 3 � U N o Q� �0 0 Q� +� 3 O O T � 00 Q C � _o � U CD z) w w Z U o z w -� L 0 z J O 0� o-0 > C �o L O U a. o � L aN N c > o Fn U 7 0 U - Q L Q) i U o � O ,n U N � L U N o > cf) Q) U) o O CO -0 0 0 3 C 0 a� _Q a� Q) 0- c� �o 670 670 675 1 675 1 2' 12" WATERLINE CROSSING L15" HDDPE 665 26.52 LF @ 0.83% 665 670 670 15" HDPE co 00 CD 31.18 LF @ 1.06% cy) LO � 00 -0 +50 0 +00 0 +50 1 +00 -0 +50 0 +00 0 +50 1 +00 STR -22B - STR -22 PROFILE STR -813 - STR -8 PROFILE O 00 u Of) = o RAI m VJ 00 N ° coop 0 0 .-. 00 STR -8 00 0 O �02> m -o o �- C VDOT STD. DI -213 (L =12') m 0 �_ Lo 0 680 680.24 680 680 671.82 INV IN. 6:71.80 0 Q � scR 685 STR -22 STR -2213 671.52 INV IN. 671.80 TO 813 o VDOT STD. DI -2C (L =4') VDOT STD. 131-213 (L=12') INV O T. 67671.23 6 1.16 INV IN. 668.58 TO 6 `- ° 672.98 RIM.672.73- RIM:&7z 85 672.92 LO N M O 669.37 INV IN. 669-89 TO 24 INV OUT. 66936 TO 2 � 0 - > cFi> > Eg 669.30 INV IN. 669-69 TO 22B ,- 6 9.52 675 680 680 INV OU1. TO 20 INV IN. 666.85 TO 20B 669.30 CID N z0 4 0 f,- r` co cfl 66fi68.99 INV IN. 668.85 TO 22 669.19 m F k-) j > 670 670 675 1 675 1 2' 12" WATERLINE CROSSING L15" HDDPE 665 26.52 LF @ 0.83% 665 670 670 15" HDPE co 00 CD 31.18 LF @ 1.06% cy) LO � 00 -0 +50 0 +00 0 +50 1 +00 -0 +50 0 +00 0 +50 1 +00 STR -22B - STR -22 PROFILE STR -813 - STR -8 PROFILE O 00 u Of) = o RAI m VJ 00 N ° coop M 7 o0 0 .-. 00 I- 00 1- 0� d (°m(.0 685 = N°°o O �02> m -o o �- C n > E -z Qti � 0 co N co 695 682.3 00 N 680 &off >z /o z z -- / 681.84 INV OUT. TO 8 C/) > _ CD ~ H WATER SERVICE STR -20 675 XVA 675 MH -12 - MH -11 670 670 1 665 15" HDPE 74.91 LF @ 10.37% 665 1 HDPE �44. WATER SERVICE CROSSING 8" WATERLINE CROSSING 00 II N M M z 0�0 (D 665 1 690 STR -26 VDOT STD. DI -3A 679.47 RIM,679.33 670.68 INV IN. 6:70.68 TO 28 670.78 INV IN. 670.60 TO 32 INV OUT. 658 TO 20B 670.62 680 8" WATERLINE CROSSING 675 670 STR -32 VDOT STD. DI -36 (L =12') 690 RIM:681.75 681.66 INV IN. 67.5:58 TO YD2 675.07 IN OUT M.18 26 671.23 STR -YD2 ADS YARD INLET - 24" GRATE RIM:681.90 INV OUT 67638 TO 32 675.77 680 675 1.1 12" NYLOPLAST 1.6' 27.75 LF @ 2.52% MH -14 - MH -13 670 \_15" HDPE 665 41.51 LF @ 1.08% 665 L oo 00 00 (0 (0 -0 +50 0 +00 0 +50 1 +00 1 +50 YD -2 - STR -26 PROFILE 695 695 1 690 690 685 685 1 680 680 ° > °> 15" HDPE 680 ~ > R -z-z / 51.11 LF @ 5.60% F,l 675 WATER SERVICE CROSSING 670 18" HDPE 32.46 LF @ 0.15% 665 V MH -15 -M -14 675 WATER SERVICE .3' CROSSINGS 15" HDPE 106.79 LF @ 9.409%. 670 SANITARY LATERAL CROSSING 15" HDPE 65.19 LF @ 2.07% 665 ti r co -0 +50 0 +00 0 +50 1 +00 1 +50 - -1 PROFILE -0 +50 0 +00 0 +50 STR 1813 - STR 8 STR 675 TEMPORARY VDOT CLASS II RIPRAP OUTFALL WITH GEO- TEXTILE FABRIC UNDERLAYMENT L =16', W =8', D =2' 1 670 r 0) N 0% C) 04 LID 00 00 00 Co CD (0 (000 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 -30- ST R-20 O F I L E NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. ALL STRUCTURES TALLER THAN 12' SHALL INCLUDE SAFETY SLABS, SL -1. STR -16 685 VDOT STD. DI -2C (L =4') 677.36RIM 6,'x.24 667.21 INV IN. 66:7.19TO 16B INV OUT. 667-99 T 14 667.07 STR -14 VDOT STD. DI -213 (L =4') 677.31 RIM. .39 INV IN. 666: -96 TO 16 INV OUT. fi66 86 T02 6 6.21 675 STR -2 VDOT STD. DI -213 (L =4') 675.89 RIM:675:96 665.60 INV IN. 666:-46 TO 4 665.60 INV IN. 666.10 TO 14 INV OUT. 666.66 TO 665.49 665 24" HDPE 39.43 LF @ 1.55% 660 u) o rn cq -0 +50 0 +00 0 +50 rrelH 04fp �p SCOTT R. OLLINS�;?, No. 35791 ��s`�ICNAL E��1 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' z � J d U co Z w (q U? co Q cn p o Q c_ ©O o co am w 685 1=4 z STR -22 N c ' O b r- m cc O O~ N VDOT STD. DI -2C (L =4') Q r � � ~ ~ RIM:6�'s 672.98 o ° CO CD INV IN. 669.09 TO 24669.37 > ci ca U STR -20 INV IN. 669.09 TO 22B 669.30 W Z) co Z 0 I- z z VDOT STD. DI-213 (L=8') INV OUT. 66839 TO 2Q-80 uj F- Q - > - >� O to > Z_ h Q? »> • . _ _ 673.39 RIM:G7*-7(r7 �z U) > z z z 669.0 INV IN. 666.85 TO 2013 STR -24 66;.19 INV IN. 668.85 TO 22 VDOT STD. DI -2C (L =6') INV OUT. . TO 18 RIM:672-27 673.02 � 669,10 INV OUT. 669-i8-T 22 WATER SERVICE --_ 6 9,44 675 CROSSING 12" WATERLINE CROSSING M Ln 670 13' 1.2' U 24" . HDPE 1.3' 15" HDPE 185.33 LF @ 0.52% 37.03 LF @ 0.19% 24" HDPE 665 53.64 LF @ 1.10 % - 12" WATERLINE L 24�� HDPE ° 31.17 LF @ 0.83% 24" HDPE 26.03 LF @ 2.61% i HDPE �44. WATER SERVICE CROSSING 8" WATERLINE CROSSING 00 II N M M z 0�0 J m 000 VDOT STD. DI -213 (L =4') 0 co N co 695 682.3 00 N i 0 ° 681.84 INV OUT. TO 8 1 0 Q�OE -N CD ~ H WATER SERVICE STR -20 1.16 INV IN. 668.58 TO 6 `- ° c? r f_ r_ cce) O LO N M VDOT STD. DI -2B (L =8') O LO O ° coo 0°0 � 0 - > 667.50 m�00 ~� RIM G673.39 �`� U) > �? 690 INV IN. 666.85 TO 20B 669.30 CID N z0 4 0 f,- r` co cfl N Si ti co (o INV IN. 668.85 TO 22 669.19 m F k-) j > J INV OUT. 668.75 TO 18 669.10 04 ~ - z z CROSSING CD mcq00~ to >EEZZZ I. Co Co N �O 8" WATERLINE O C) I- f- o� � o cQo O o CROSSING LO h Z O � 685 J No °��� -� 04-0- ~�- 0 -cr`o 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 cV i I� N Q� (p (n ' (0 I- N0 zz0 _ STR -24 STR -2 PROFILE �, L G (D > > > 1.1' Lu mom �- Q (n >�zzz/ N~ ZD 690 STR -26 VDOT STD. DI -3A 679.47 RIM,679.33 670.68 INV IN. 6:70.68 TO 28 670.78 INV IN. 670.60 TO 32 INV OUT. 658 TO 20B 670.62 680 8" WATERLINE CROSSING 675 670 STR -32 VDOT STD. DI -36 (L =12') 690 RIM:681.75 681.66 INV IN. 67.5:58 TO YD2 675.07 IN OUT M.18 26 671.23 STR -YD2 ADS YARD INLET - 24" GRATE RIM:681.90 INV OUT 67638 TO 32 675.77 680 675 1.1 12" NYLOPLAST 1.6' 27.75 LF @ 2.52% MH -14 - MH -13 670 \_15" HDPE 665 41.51 LF @ 1.08% 665 L oo 00 00 (0 (0 -0 +50 0 +00 0 +50 1 +00 1 +50 YD -2 - STR -26 PROFILE 695 695 1 690 690 685 685 1 680 680 ° > °> 15" HDPE 680 ~ > R -z-z / 51.11 LF @ 5.60% F,l 675 WATER SERVICE CROSSING 670 18" HDPE 32.46 LF @ 0.15% 665 V MH -15 -M -14 675 WATER SERVICE .3' CROSSINGS 15" HDPE 106.79 LF @ 9.409%. 670 SANITARY LATERAL CROSSING 15" HDPE 65.19 LF @ 2.07% 665 ti r co -0 +50 0 +00 0 +50 1 +00 1 +50 - -1 PROFILE -0 +50 0 +00 0 +50 STR 1813 - STR 8 STR 675 TEMPORARY VDOT CLASS II RIPRAP OUTFALL WITH GEO- TEXTILE FABRIC UNDERLAYMENT L =16', W =8', D =2' 1 670 r 0) N 0% C) 04 LID 00 00 00 Co CD (0 (000 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 -30- ST R-20 O F I L E NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. ALL STRUCTURES TALLER THAN 12' SHALL INCLUDE SAFETY SLABS, SL -1. STR -16 685 VDOT STD. DI -2C (L =4') 677.36RIM 6,'x.24 667.21 INV IN. 66:7.19TO 16B INV OUT. 667-99 T 14 667.07 STR -14 VDOT STD. DI -213 (L =4') 677.31 RIM. .39 INV IN. 666: -96 TO 16 INV OUT. fi66 86 T02 6 6.21 675 STR -2 VDOT STD. DI -213 (L =4') 675.89 RIM:675:96 665.60 INV IN. 666:-46 TO 4 665.60 INV IN. 666.10 TO 14 INV OUT. 666.66 TO 665.49 665 24" HDPE 39.43 LF @ 1.55% 660 u) o rn cq -0 +50 0 +00 0 +50 rrelH 04fp �p SCOTT R. OLLINS�;?, No. 35791 ��s`�ICNAL E��1 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' z � J d U co Z w (q U? co Q cn p o Q c_ ©O o co am w 685 1=4 z STR -22 N c ' O b r- m cc O O~ N VDOT STD. DI -2C (L =4') Q r � � ~ ~ RIM:6�'s 672.98 o ° CO CD INV IN. 669.09 TO 24669.37 > ci ca U STR -20 INV IN. 669.09 TO 22B 669.30 W Z) co Z 0 I- z z VDOT STD. DI-213 (L=8') INV OUT. 66839 TO 2Q-80 uj F- Q - > - >� O to > Z_ h Q? »> • . _ _ 673.39 RIM:G7*-7(r7 �z U) > z z z 669.0 INV IN. 666.85 TO 2013 STR -24 66;.19 INV IN. 668.85 TO 22 VDOT STD. DI -2C (L =6') INV OUT. . TO 18 RIM:672-27 673.02 � 669,10 INV OUT. 669-i8-T 22 WATER SERVICE --_ 6 9,44 675 CROSSING 12" WATERLINE CROSSING M Ln 670 13' 1.2' U 24" . HDPE 1.3' 15" HDPE 185.33 LF @ 0.52% 37.03 LF @ 0.19% 24" HDPE 665 53.64 LF @ 1.10 % - 12" WATERLINE L 24�� HDPE ° 31.17 LF @ 0.83% 24" HDPE 26.03 LF @ 2.61% i HDPE �44. WATER SERVICE CROSSING 8" WATERLINE CROSSING CROSSING 15" HDPE 13.61 LF @ 0.59% 660 M M z 665 VDOT STD. DI -213 (L =4') 690.25 RIM!698 -28 STR -4 682.3 INV IN. 682.29 TO 12 VDOT STD. DI-213 (L=4') 681.84 INV OUT. TO 8 677.00 RIM. N L� O WATER SERVICE 1.16 INV IN. 668.58 TO 6 `- ° O O r- N rl. (q LO N M O ti O O LO O N O rl. w 667.50 m�00 ~� 00 � co (D ti co co c0 ti co co 0 0 r` � co W 4 0 f,- r` co cfl N Si ti co (o M J 12" WATERLINE F- 0 N ti� �p)d r 0 Q 0 >>> CROSSING CD mcq00~ to >EEZZZ C) I- f- o� � i 24" HDPE LO h Z O � U �g -» m N -zzO cn >0- 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 cV >2zzz _ STR -24 STR -2 PROFILE �, L VDOT STD. ES -1 ' 8" WATERLINE CROSSING 12" WATERLINE %CROSSING �30" HDPE mry 77.23 LF @ 2.28% 660 INV. OUT - 664.8 663.73 V) ti -0 +50 0 +00 0 +50 1 +00 " HDPE �44. STR -10 665 VDOT STD. DI -213 (L =4') 690.25 RIM!698 -28 STR -4 682.3 INV IN. 682.29 TO 12 VDOT STD. DI-213 (L=4') 681.84 INV OUT. TO 8 677.00 RIM. N L� O WATER SERVICE 1.16 INV IN. 668.58 TO 6 `- ° CROSSINGS INV OUT. 66&6T0 2 O 667.50 m�00 ~� �� ((D Q � N / / 0) CD O CD Q (4 o _ -• CO m 00 -� z z 31.20 LF @ 2.92% 12" WATERLINE F- 0 N ti� �p)d r 0 Q 0 >>> CROSSING CD mcq00~ to >EEZZZ C) I- f- o� � i 24" HDPE LO h Z O � U �g -» N N -zzO cn >0- 64.56 LF @ 2.94% >2zzz (n Lu W VDOT STD. ES -1 ' 8" WATERLINE CROSSING 12" WATERLINE %CROSSING �30" HDPE mry 77.23 LF @ 2.28% 660 INV. OUT - 664.8 663.73 V) ti -0 +50 0 +00 0 +50 1 +00 " HDPE �44. 665 Q 44. 91 LF @ 4.16% rr nn V O 24" HDPE o 31.20 LF @ 2.92% C) i 24" HDPE N v 64.56 LF @ 2.94% 660 Lu W O a V) r- f� LO N M 00 00 N ,I: D) C) u CR O I.() Lq (D (N � LC) 0) N Co Lq I N r JOB NO. r Imo. �� ti 0)0 � -( 00 00 �� w 00 (D 00 00 I` cm 00 00 0) 00 0o C; co 0) co 02009 (D CD w (0 C0 w (0 w W CD w w to CD (0 (0 SCALE v :1' =5' 1 +50 2 +00 2 +50 3 +00 3 +50 4 ±00 4 +50 5 +00 5 +50 6 +00 H: 1" = 50` SHEET NO. STR -12D - OUT PROFILE 4 L 0 z °J w � Z -0Z - w 0 Z Q J � J .0 U C3 0 0 L 0 0 a � c o `o 0 3 3 � L � Q U U o 0 ID - 3 0 0, T � 0a �ul .o U U 0 0 Z -N �N w 0 Li ° Z U o z w -0 V 0 z J � 0� o � o 0 +- Q U o � L L Q N N 0 o V U 0 0 0- x (D= a o C 0 13; U ._ o m � U U N O N V)o 0� -0 0 0 3 w� 0q a a 0 0_ N T I- 0 Cenerel Camstrnetioa Nottslior gta (Thin list is in addition to the t3enetrll Cometructlota SURFACE COUR�" Notes) 1, AU materlals t and construction ioltust be tested and documented accotdiug to V DOT INTERMEDIATE COURSE standards and specifications. 2. Surface drainage and pipe discharge must be retained within the public right-of-way of within easements prior to acceptance. All drainage Outfall easements am to be extended to COMPACTED AC it boundary lies or a natural watercourse. BASE COURSE, 3. Guardrail locations are approximate. Exact ]engtb, location and appropriate end treatments will be fwld verified at the time of construction.. Additional guardrail may be required at locations not shown when, in the Opinion of VDOT (for public roads) or the County Engineer (for private mad&), or designee, it is deemed necessary. When guardrail is COM PA C TED mqutrea, xr 1&albe installed four t41 r®ei vgatei T Y[TCD uue edges of p)3tvemeuL i Inca v> SUBGRADE guardrail, and roadway shoulder widths shell be increased to seven (7) feet. 4. Where urban cross sections are installed, all reeidentral driveway entrances shall conform to VDOT CG-9(A, B or Q. PAVING LT _ L ASPHALT Y A ALLEYS 5, Where rauat cross sections are i°n&talled, all residential driveway mu=% shall conform W VDOT standard MI. NO SCALE 6, Compliance with the minimum pavement width, shoulder width and ditch sections, aau shown can than typical pavement section detilil, shalt be strictly adhered to, VARIABLE WIDTH 7. d plan approval ti p u for subdivisions is subject to Fiaaai subdivision pilaf validtativa. Should the final plot for this project expim prior to signing and mordatION then approval of these plans shall be matt and void, 4 CONC. (3000 PSI AT 28 DA Y OR S TONGER 8. All signs or other reguta ory devices shall colurortu with the Virginia Ma.nuat far Uniform, J Tref#Tc Control Devlcas and the Albemarle County Read Naming and Property Numbering Ordinance and Manuals / / \/� ° -• '. n • . i . / 9. Traffic conuol or other regulate signs or barricades shall tars Inatalled b the developer \\ \ \ \ \ \ \ when. In the opinion of the County Engineer. or designee, d-tay are dectned necessary in Larder to provide sufe and convenient access. 14. Tile speed tie -alts to be posted on speed ii.taait signs arc 5 mph below design speed, Or as ¢ JJ 21 -A STONE BASE determined by VDCT for public roadau, 11. VDOT standard CD-I or CD-2 crocus- drains are to be Installed under the subbase material CONCRETE SIDEWALK at sill cut land fill transitions and grade stag points Liu stwwn on the road prcrfltes. 12, A video efferent inspection its required for all storm sewers and culverts that are deemed NO SCALE inaccessible to VDOT Or County inspectio:us. The video inspection shall be conducted in (accordance with VD0ra video camera hspection Procedure. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICA TONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CUL VERTS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP W1 TH A MINIMUM COVER OF TWO (2) FEET. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'5) TO BE PROVIDED AS INDICATED ON TIME PLANS, OR WHERE FIELD CONDITIONS INDICA TE+ J. ALL DR/ VEWA Y ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. EA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 5, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. ALL FINAL PAVEMENT DESIGNS AND CBR TESTS MUST BE APPROVED BY VDOT PRIOR TO PLACEMENT OF ANY STONE OR PAVEMENT LAYERS. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE, BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE Is 11, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMIlLL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. t 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WA Y. ONL Y THOSE STRUCTURES SPECIFICALL Y AUTHORIZED BY PERM] T ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTA ON Y OCA TED WI THIN THE STREETS RIGHT OF VIA Y° Tl M A BE L LIST >: GE CONSTRUCTION NERAL OTES N 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TION TO ANY EXISTING ROAD, A PRRMIT 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 DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL, GO VERN. Ri NT SPECIFICATIONS A 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURIE iVD STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. S AND ACCORDANCE WITH THE EROSION SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACC A AN CLEARING GRADI 0 APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO Y NVG R OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. T M UM LO EASONABLY OBTAINABL HE AXiM AL WABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE R E, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT iS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. SEE RWSA GENERAL WA TER AND SA N1 TARY SEWER NOTES ON SHEET S -2 FOR CONDITIONS SPECIFIC TO WORK ON OR NEAR RWSA FACILITIES GENERAL WATER & SEWER CONDITIONS 1. 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 THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT / 0 TEL CORRECT NECESSAR L Y SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMA Y C THE N ER , CONTRACTOR SHALL ON HIS OWN INI TIA T1 VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSAR Y. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800- 552 - 7001). 6. ALL WA TER 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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER 10. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICATIONS OF THE ALBEMARLE COUNTY SERVICE AUTHORITY. TOP OF --� 401 CURB �2" R 6" V L STANDARD CG -6 CURB & GU T TER NO SCALE R/W AJ Is 7" 'VDOT #57, #68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRiOR TO PAVING AND /OR BACKFILLING. C%L R/W VDOT CG -6 VDOT CG -2 1/2" SM -9. V G�{� 1"I 4 �Oo I�DO DO OOOOO s 21tv�oT 1/2�BMQ- 2 5 6" 21 -A BASE 1 BASE 10' 10' 0.5' TRAVEL LANE TRAVEL LANE 0.5' 23' R/W TYPICAL PRIVATE ROAD SECTION ES T (231 M A�.HFATFIL'LP COURT #rH.ETATFILfLD LAArS N'HL'ATFIfLP AWAY (PORTION OF) R W R W / C / L ; I ( CG -2 O O(b O(g) 0 V++`WCT`,+ O • 0 4f� 6 " VDOT 21A STONE 2 112" BM -25 1' BASE 12' 0.5' POINT OF FINISHED GRADE CG ,_ r 1 112" SM -9.5 1A 1 4' / O O(b O.6, O uu �LA� p CW 6" VDOT 6" 21 -A srolvE 1' BASE 12' 0.5' 27' ENTRANCE ROAD SECTION WHEATFIELD WAY (27' ESMT) NOT TO SCALE •' GRAOE GiAAL'E - "O" DESIRABLE mug" ttN,YN MORE THAN 16W VP0 D x s x M€9t)M 600.1600 VPO 5 3 X 6 x LOW LESS THAN 500 VPD 5 8 x 9 A E4C _25 l? ?51: KXX. _.C> _)IA G 0.6 12:35 t IILAlCl.tG t( til It } 5 �} � .I 7 N. F .30 6�i -} t k!_ �_S DS•a 5 a.15 ?1i�� 6 t.� t��5 ttle V It L � l_}rLLcr 11_ 5 t�2 _a is C.17 S M - }.5 1 lie 2.25 I I �z . l 0.6 12,35 W HEATFIELD LANE _ _. _E) :. S _a } 21.1 24.1 _ 740 _._ StT't - }.S 1112 -_.. TX A. ',$7• WHERE STD. CO-3 0 • COWEEE. C' LOINQI SS[LE PEfAW:9PAE Ai Ir RUC'TIOM CONSTIAJCTQN -I .•° S'YW. .CTNT. y.Q, SOTRJ CDe2,$• 127 MAX r { rrn MAV - l M' 20 1 s 0 ofk5_al IONG I I A'I +' 'f : A 12" G•r. SRADTIS TO BE A5 I >u STREET APPROACH SAME SURFACING NOT .+. n AI LL EHMASWE s( I A5 HARLRdE ROADWAY iSF;E, NOTE tS1 B 2' :B E"' _ T Sti4WM ON TRANS) A Cr C. $, to 81 CIOON A -A i ttr� r JCrA rN - _ - - - .":..QV "a iii -1 MAiilFefSti': : t0�'Ir - t .URANUS TO BE AS c( iiE�"R S4ioWN ON PLAINS) Ca-4, ( NOTE 7f RAkr cSF1E TABLE) TRIx6 . BaLE9 3�.: � \ SE il(iN lT: -8 ,- A SEE SHEET 1.OF 4 FOR OCTAL$ �\.- ..rm14CJ.TER aGNCS L-A SOUK I fAI45P4 .:...•,+,/�• - - - - � 4 x: SAEWALK ) ( I PROV{SEE NOTE 1 OPiIONNPROVIDED.` ",•. ±a: C FLOW LK � DF MWWAY CI#:' ♦ V) EXPANSK#4- + EXPASIMWN aACkL DF CLAB +� T } K ITT 4 20 . r : aL : n NaTE: WIPTR •8" 2• -kr CR AS M4*K ROADWAY SHO10H ON TYPICAL SECTAON, AJ cases SWA4.It TfWGENT PLF�t• ^R SECTION A-A TYPICAL PLACEMENT s k +�� q�Isw fl jl c�'sssvAK PLAN VIEW AT INTERSECTION - � TYPICAL PLACEMENT CfoS v1ALK lYF1C6tiL PLACEMEN1 WITHIN CROSSWALK s � '� AT INTERSECTION DIAGONAL VARIATioN AT INTERSECTION uNXEIE RaIDWAT sLaPE r WITHIN CROSSWALK WITHIN CROSSWALK : 10 PARABOLIC CURVE (WITH BUFFER STRIP? t T TYPE. {p RPf 0 CULAR) APP IGA7If7N EWE Of SHOAOER DI2 BxMAx. Y- �' Tn t k $L - 41ESdk1 DP 1'' 1 QPE CHANCE C7ifDRG i.h h T Ih. T .E rcr�c r .A IL,� ORA , W ,_ T ELSZP E Nrcrt's� E rc ' oF+rIDNAL FLOW - EiIATCNn S tJ A.c L AaF>c Let .._ ... , ... .. • < iiaiv RTfEI R1gL,IR;P J,T 1DP.'OT GWp RAWP. U.v;MMU CLRB RAMP SkrW-jM A s!<AT FOA:.NNM _," rs NOAES S STRVCS ETy 6 FEsT' #WE ALTERATFEFC3... MANL.I -ROADWAY : - ` - •^ ^-- -+. 5E(;T1QFt 9-B - - - - - ryls. f. Eg.YEi: TABLE "XA41RN`} to BE CLASS A -3 CCN^.ATETE (df.154 A-i r PRECAS.t1 .PItN iLp RESISTA -'1t NTECAAL BX MITI. _.^. �.� `V p j, '''C C r•• DIA STI RF.ACE CGVERh+ THE 'FLLL k`U tF iH:E RA_W F?OCK BY 2. FOOT IN LTP.MTH.kI. : THE OPECTON OF TRRiEL OTHER: TYPES of MATERNAL WITH THE IAlJBNCAT1J aOM'z. (E IECTABLE. WApJk*M, MAY BE !fiE0 XIIN rr¢. APPRC+VAL T6r F CEfERAL : '..... AJf €HE UIDML.t. ND 0 TiIE: ET M ABLE YfAR:fND %WALE. {- I.' Yi' fnA. -• W „ E ""U 2 T1£'As TCC7A�',E wMP 571X(; W IROVIDEO We T�:kN..A8E0 DOME};. 7c�raF+LATra dxl).ES Td! T F 4 i eAa 3e,M:E -tR P.zfcA krtXNAIM T !N 9T IT .LRFAEE. TH E F F ACE W IR4C 5 r 20 FOR TRUNCATED D ©1YiE E at 3R C E EGTAALE A@ _Y EC KsY S TN L BE A p' Wt COLIk ERS7AL ENTRANCE COttTRAlS ;WU' C'JL"7TC.WT CH l4tE. PllJAtENT SLRF d4CE5 (AU.'A:EER; �URFALE3, WLLIFJEh FEN6_) :qtly j7.:. DETAIL A SL*4NQ "..`L'ES Of ✓ UV Rr MAN � POTRED WNCEJr ITCAEt V VJH4 PAW FLWR DRAW :AW USf-?J FLRMI3taE f� G06SIMI)CCON - LINT :;FHA R't(JZJ 7.IN?a W CONSTRUCT GRADE CK*rAS WITH A PARAOUr CURVE. TYPE $ _2 q" C•e rWCATFU COME 4.F R.W/r FLno,R 6 N° � 4r 'PIPES 1437 5E PRa'dCEO k GONEL amt sc THAT Av 1t©c r1aRe sKEs PARALLEL APPLICATION : _ ,_1 a 3 a 3 0 o C*J M CAST H PL E mire € aEUa cF PREr uT Raw rcR. M CAST CuPOReTE %JQ Be +has; A-4. SECTION A - A MEI•RY. RAMP.LFl1UTH. ....w tY oil# -- g eT C� O •J 4.0 o O s- _EQJii9D,gMS A17 ti0 HE M,5.. 4' Pt,ASG`). I'IE.N7ER T4.. �E�KEER Ad -<JhQ eATN SCXS :OY Ikf RAVR ROADWAY PER GRADE ': 1I{. FEET '�"� G 6 :J 0 G a O 0 el Q .5 0 6 FLOOR, "-C£Pih. OS RAAI" FLOOR.. Cehg" CCW. �I CTJVER fft . N PEIOCENT -• -°' 6, VRd /C I.i3B A!P ;U11F Rwt IRA/WVh:'i AIe;hS, N1 TV r,IJM4 RAD, 1 WE MLWto LN. FKAhENf CM S. dM QE$ ;I. 9 U +7 v 4 U 4 :.4 O 4 j G.4. Q 0 GR. 4.kk;d /£V"N[1 afJ SU7TER: i 2 6:C a: �e r 7 WtPh L6E0 th CCr.. .T N 1 '*' t F r 'A.,4+ o O 4 0 N? 6 O 4 o Q O O 0 (] 6 G: I }! STNYDld€D CO S OR DA 7. HE LUTE FADE Jh 11 i$ STTyVUAkA WAY. •TO "PE: r4+A,>Srg® Tq: MATCIE rk.E: LLTlk +NTA9L� (A.t?D A44 c(AIFTCLRATICN, 4 4 4 9 9 G' 4 -4 V U O.iT 9 4 w. r iRa� E. CwT9 :HAIL AFTE /R :BE LQGATED.+SSNQWN: QN THE PLAN..GYN A.$ GPCCTE,J BT TI•E ENCIKLR. rNET:AfRE rQ : , . • +... EcRROYKtD.Ar. INTERSEV'rIONe. :WYEREYER`AN ACGESSB E.H7JFE WIrJ4N•iHE RIGN7 tS'.WAY: CF. SWAY. A. 4" V. r'.Y S 6 GID3SMI1t.1f "n r 0 r _. A.ti,41 o _ 0 p O O V 0 4 J C J O V F „- 1 rY CR'4§h A, L`JHN R G��AMGL(�5 EJF WNEiHEH SF_?.:1,.!¢K IS EAiSi M.. {+fl Ct -.ASED +GPIs NGhE 5157 ENT: "iFY ) ,4< LL.Ht EE .l. , .•. .4', • K, . . { p Wtj,N,��kt 77F� 11MIOIEO ,, ,: ., AT3`9 LRC:A1+'D. YIITNiN.. i€GES wAt. tr:33- swALAS..'.:rlc`rN '. n ,•. �e _ r e:. CLAss AJ ". CflOSSWNX AFih 4 4 TJ 4 U ? V V A G 'J O 4 ._ ,. .. _ n,..__ .. :µ"AP 3, I,'. AS artE- TEG E i1T!€,Ed.. TR, • < 4. AA.n,�u: $11AV NtJ.r BE Lt�fniYp e�l.J1a YEHitLE -s'tOa ku+E S.: czF•3NwG'EY -nT. P'b:ES: F. - IFTtATi rnirs:Dti ,: E SJ ..'. •4 *" -• -- a a o Irq,ETS.ETC,WILT..W"fECT PLAIE41ENT.- .IS".CESSHV',E RCVTk B DEF,AED'AS A.CENATd.RU :UtiCTFL10TE0 CCIJCRETE -_ • . $ 'STABLE. ARM. AND SLP RESISTANT PATH :CONNECTNr AL.L KOESSENLE. �I EMENTS 4F:A FACIlIT "Y THAT CAN SE q o 0 4 A 4 9_4 G e o A 9 o AF FROA£1k'a, €NrG2EP Pisa 1F5E0BY PTJdSX15. 1YAt1[ SiCENIJYY �kB'ARt,ENTS.. TE''� -�� � � AfIPAR';.E 8, RAMPS M Y DE PL4^t4 ONN ftAUTAL CA tAhY:EWW1_ SECYIONIS MtOYCEO rue.] ti :E CIAO ovE04 IS Pt.N`.�"D.... SECTION C-C 7)£ REDIliED LflNflrN OF A PJRALLEL PIMP E 7 MPIAX..Ld. - - - -�! An f"N )k, LAAI IS OF THE CRC' XA:K. • TO '� FcET., REarROLESB t FAY LhNTS 9 10. TfM.0 COrr,:'RET5. 51. S''VAAH t'.. 4` It RCN. Wl" Try TNTkJvcE RAGalcr. i 7ZC AT£ TUhE TURWNU C)ETAIL DETECTABLE WARNING =RLYENIS OP ANNICI'ATEB HEA'i7 IR4CJt TRAFFIC YFE CGNCRE9E SC¢WYLrC DEFT it %JSY_D eE ftiCREA.c£9 S 8 �.rRTRaR STxc TOR REFERaEHCE"�F METHOD (7i- TREATMENT' CG -12 DETECTABLE WARNING SURFACE CG -i2 DETECTABLE WARNING SURFACE �TE� CONNECTION FOR STREET LITERS � TYPE 8 (PARALLEL). APPLICATION Y. ;ru, TYPE A (PERPENDIOLAR) APPLICATION $ a 592 AND COMMERCIAL ENTRM( WRONA DEPARTMENT Of TRMCSPDRTATK)N PO]A5 'O'RCo'if -A I:EPa`tf4'ENT GF rWkYSF'()RTATf4Y.` : RCOM DEPARTMENT Of TRANSPORTATION I C/L r� R/W (CLEAR ZONE) ol(c 1.,n V (CLEAR ZONE) I _ CG -6 POINT OF I�g CG -6 4'S�O��R�7F CURB & GUTTER FINISHED GRADE Fll� /SGRADE CURB &GUTTER 4" CONCRETE j� SIDEWALK EXIST. GROUND EXIST. GROUND 2°si 29 3 :1 _ 6' PLANTING ° 6" VDOT 21A STRIP 6' 21VADOr STONE BASE STONE BASE 1.0 5 6 2.5 7 (PARKING LANE) _ / 3'A EXIST. GROUND R/W 4" CONCRETE SIDEWALK / 270 6' PLAN77NG 6" VDOT 21A STRIP 6" STONE BASE 2" SM -9.5 3" BM -25 9 (TRAVEL LANE) " 21 -A 2" SM -9.5\ \ 1 29. 2% 3" BM -25 9 (TRAVEL LANE) 1- ---2.: 7 (PARKING LANE) 32 ' 57 R/W TYPICAL NEIGHBORHOO.O S/TR��'T S.'CTI01V r53 ' Ril#r) CLARL'°�ONT LANNE' OESIGN SPL'T0 25 Pff C/L 7' (CLEAR ZONE) CG -6 CURB & GUTTER 2% POINT OF FINISHED GRADE 2" SM -9.5 21 -B POINT OF FINISHED GRADE 2" SM -9.5 7' (CLEAR ZONE) CG-6 CURB & GUTTER 29 6' PLANTING s "2VAOT STRIP STONE BASE 4" VDOT 21A STONE BASE GENERAL NOTES 1. WHEN CC -)I IS tfSED FOR STREET COkANECTiCt{5, THE OR 0 CONNECTION Af11 (i£ APFEICAI3LE CRECTgiEEiEt1TTH OF THE WOT ROAD OESRIN IJALAiAL, 1NCL1A)IANO SKSir DISTANCE REQUIREWNTS. 2. WHEN T)E ENTRANCE RAOR CAIWOi .vCtIZ11OATE U TURNING REQtiYREMEhtS OF ANl)CPATED }EAVY TR TRAFFIC TFE DEPTH FOR SOEWAJf 8 CURB RAWS WRI.4N IRE LIrATS OF THE RADISHO%D BE INGWEASED ra 7••. S. WHEN USED RI CUH,AfNCt1UN WI rH STANDARD CC-S OR CC-i. THE CLtI' FACE ON THIS STANDARD IS To BEO4X'VGUAiIATXNRO MATCH THE MCLATABLE CURB !. CCSEE STANDARD CG•12 FOR CLRB RAMP DESIGN TO BE I r USED W TH NS T AR . S A+O D 5. OPTIONAL FLa'MLx:E MAY REQUIRE WARPSKG Or A PURrIUN OF 9JfTER fO PRECLUDE PUNJWO fX WATER. ENTRANCE NOTES S. PLANS IRE 10 KKAtE WHEN CONSTRUCNON OF A FLOW TINE is' REQUITED 10 PROVIDE POSITIVE DRAINAGE ACROSS TWI ENTRANCE_ 7. MAYILX4E PAVEMENT S BE Cpf$TrtU)GTE1) TO Tt'E WW LINE ( €kCEPT AAY SI.BGRA9E STAMLIZATNLWN t#DL+RED FGR MAW,WE PAVEWNT WI.CH CAN BE OWFTED XN tct ENTRANCE.) B. RAOft CIJR$ OR COMBRNACNXN CLUB PIN) CUTTER '.'J44LL NOr BE CONS ERIK TEO BEYOEA TIE RAW L.PE. EXCEPT FOR REPLACEMENT . EM PURPOSES. 8. THE VE °,RAE[ kVD MAIIUxII Ek1rAANQ'. GRADE GNANOES A4E TASTED IN 7YE IR- LOWAELE ENYRAtiCE GTiADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONMECTNGL4S- ALLOWABLE ENTRANCE GRADE CHANGES "•"•� ENTRANCE VOLUNC GRAOE GiAAL'E - "O" DESIRABLE mug" ttN,YN MORE THAN 16W VP0 D x s x M€9t)M 600.1600 VPO 5 3 X 6 x LOW LESS THAN 500 VPD 5 8 x 9 A " IrPTM C R HSNI APPLICABLE TO STREET CONNECTIONS 4' CONCRETE SIDEWALK 3;1 290 6' PLANTING _ 6' VDOT STRIP 4" VDOT 21A STONE BASE EXIST. GROUND STONE VDOT 57D UD -4\- 3" BM -25 31" BM -25 f STONE �BASE UNDERDRAINS UND STD N -4 BASE 1. D 2 5 UND DRAINS ' 2.5 6 5 1.0 7 9 (PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) 32 57 R/W TYPICAL NLIGHBORHDOl1 )S'TR,E�'T 1S'�'CTION (53 ' �i'�% NOTE: GLEN VALLEY DRIVE TO HAVE UD -4 UNDERDRAIN SYSTEM GLL'N VALLEY DRIVE 10PSIGN SP.E'L1>. 25 ftPH LG A LUS' iGF' 4k' WI' YAii0S Ii T1'CdlT 1 GH+AE: kAtEMEHt �,e �a.....- W1L`E[ YIPLf r0 -. - r. :UtlEihSE HECfu WITH 45• ��- TILL - SLUGiwE G7'i 1.&+E EL90N. _ rf COWTHAIT1ON UNDERURM CD'i AT LOWER ENO OF CUTE CE TER LINE SECTION ranvEL LM+E7. (Anil fT7E.15EtECT WAtERIA..I - �., �s Eu"E CF PA'YELfNI -aAY 15 4'GR wr ao TR iN PI.ACEME E CN i r w T C+J LE P E 9 ER I - eEraewlrH 45•. +..- PAlE4&Nr S WFACE L BASE 1. 01 ELL t'I;ABX a° °e•.' nee °o °e a°.. -ww.. J`✓AtlASE .4_ .ear dtWDt` i trvPxau �--• -5 L"CI NA RI iYK T. thi �. A,A NFdtEGAJE 45 AG MEGA E CAE N arlEv r r a^ :LAN, MiET�;A3 CA?ADATOK'nE c k7EMc P VIE ,".- GS.QiEKTt € :9RNf1Pk: f066sG .LAN.. '1+{ S.E T•A �- {PLACEMENT OF Cp °! CDM81NATlON UNOERORA)N) OR -.-- FptEMEV P:C AS rSUI' E 4 R.E - .c- F.sEFxA5L VCt CEA"t StP Lltl) SVESPSE ��b -�-• ELLEiT NA[ERIAL IYPEY CtiE ".LBrFI+^.E F4oc ^v °° T °u'Yre.a v t(�vENT OR LADE FFAHI "1 "1:1 •• (X! ASN Ji4'iE4Aif :,Jd: W1.. cuATE: CW CNgAls, E9 L E E I C' ETI G d P! ATI A S � E ; J" f•� _A,S Are R p c B. aR Ea.AREUERT . GENERAL NOTES 1 LI"LE53. iKE CALM N "Uo GOIdadlAt H:' k C•1. KT ASE GIfNN WLR nPT 1 LQLASE➢ AT lh•5 PEVfI "A, §NTH Y:E+lhSe Nil S..i.RCO€ fBE elf @L'ZD]_ :. $. THLHCYl,EAW.L Ec f LIEF :. wI1H AASNE WE NIJ teH:LGLX HPN3 fAl4£0 1V WSLR£ CUFWAf:rvf$S. NON -PERFORATED OUTLET IPiPE J« Wr r PP k DW. Ki€ h AT HE EXe IT TPE TRAVEL LNfE FAVEVLNT AND SIVL! BE 1 ASEO CN A CR E PARALLEL TO IRE SFCACER 2 K t:f Wn is 'JE$s-LE -E, 1 C11 C18t8 PhD GVITER 11PMS. wl it ,NWI SEG L'.flE G SSYeE i4 UTrEitdGE PHOVCE .W[.L[5 tQ1i LNYUWhk \j, uaY oft M NAY,. L"NtCa sQ AS IV ANNA JAIQ uRUF FkEt1 1.!R MA`J.11 _, GA SWtACBEVA tw SECtVA3 [IE) -H 13 IO.. RE wxq ENJIRE PAYkt€Rt MIA Wfat CURLS PK ON LMA SSGC b xA a W T ELEVirwn GJn v am T P E T¢ A. M.v vE. G Er CIA F` tSE NR4 F '•V' N8Q 1 vvtRT .VAT n cE a I le 1 .,cE unit aE sl A4C lG14H A t 4nJtEC J K E(tw 5. E5 E C YrR taw l t3 rt wJ LET Yu' 11J W EFE xwa! rwcu;ESS tMw, - .,•R[ss eE tx TIE SAVE.uvualR TRLNCitT As YMG am Er FrE.. XXX IMEa ACLGRONHI 6 A3TM V']A•T As 5,0FCFL<CT r), iLFIY eW3 -IO' 9E FECUfi1T LLNWEG IEO IV EA ,20R OIr{R CH4M1•: .:E SantLnE. SIANIDARD COMBINATION UNDERDRAIN �EEIF AtG r?frEAerce J72 Ta<u AY0.A ((AT , R ND (' CUTS) OWE E O ,L al ros9 A itiEnT r T r ' rR+AR GEFAlt D RAV.BQiiA MaN ITPE Cf PF' L 'RJ" W : S S rl k -,J G 5 EhG [ r a.• NGM OsaETER • 1 a nGti. cWect RT A SRGw N-1. PVC .tai 9, 0453 .SU 5MO II x ':Y a I AEL a 1112 i'C P51 MM Ft E4C _25 l? ?51: KXX. LMITS CF YAY: R pa ...... .., ... ... OR fnv EMFtV Tp�` j` IwaET ore Tat, d: verrYenf. Design (VDOT Pavement Design Guide} � - EA.eRASE ra' LY' euT ,: ---- -- .. _._ .. .. ..... _.. E..,z If, OF Ent . • .. . ,FL.;y �.F�VAIpN lNJEtCItPAf. LINE P SI&,!LUE+ LUII - -.I 'L„S,6T EOEE 4F V,AfEbtEHE k. i I . %0 TRAVEL I. ANE$ C4M81NATlON.INJDERORMN..CO-2 ON FILL$: `CENTER LIVE SECTION r Iwtit: Nrr,�'ASkEaQI uArEx°ti) t F+ LY A• r r F04E P EM NT T d1t9Ri.`LK LNc I^ :TRENCH PLACEMENT .- tLV_mcYL�,�. xn..vF szL -PAYEW I ..LNiFACE 4 8kbE r : -LWETS GF. PAY FGR AUTLEt fiPE. �auE "T MATEHI ?3A PLAN YIE'MSHOWING PLACEMENT OF G GA p e. R C UND D 2 ERgRA)N ,� •,•• C,A53 M<f!a^a'i 4n W"4AInRUA".LHRHlriTS; GCUTEXI4f I T.4" ' GR+WIILE. NON-PERFORATED N». OUTLET PIPE. Px FAJaIc a -- YAVLtKK(•r !EN3FKE 4 WfSG - r- :A10(iAX Oft RUC 5[AfiL'iC0 S1T913ASE vvv'v �vvvvo -° va v °: HT � T MA rT L R T -r -. SEL.0 TE[EJC PE E ME. 5 Cf ALE r o . cxlan ,R LAZE srlsezeus K NW L FH LKf¢ S tWW' Y h.ES A4 Y g� '• W. 3 WEDATE, AE AGUMEGAIE UR E Athn,: %M %T€STGO N;CV9t1tlHI TA ASIA O-14TY AT 9%AfT2E0TON URAATNkE�- L�o>� �cAI, n�r.HSNa GarGATK,+Y+FGt.f+ENERTg :: FAwrlc GENERAL NOTES L TMI% H SMA,.I BE FL Ii`J w)iH A,^.(iiEAATE ANM iHRtTJGH:Y tt.v,A IAN?EE� 1V YS'JTEC(wPX -TAE " Sa APYRGALW SLAB PA.Fkx`AYT L rUItYi. Flit ShAL L3€GPl AT rrE Ea'.eE CE liE IRAYEL T-,y RAYEb.(xl AYO SHAY: 3E iY M tot' x„tTl CW A (+{"•Y MKLLL tU a L�tp.+hEJ :RIG£. "E ,5 ASE sr .--•-^• ._ 3. Uti..W p -42; �G4TF E INS. w1£r. Ys IMW51Kl.. V v'i.1F -ia UI. 3.. A. T... ET. N W tr _ CE YX x - r'P cutc_TS.RGR: TAD n5'TmT r T LV: LIxA E ' EA11RA... N[1. 4 T O.SUAS70 ]Rot 1 CO _ IJ[O F sa J.LEY1 V MNNNJL a. :. „... , R BASE MAPL JL I1PF I.. - :5'� r± .. a. QNSiD[iiriG VAP E '. N 0f+5 TR N" I^ P t U SGLTI C wi i0 3E J)NGER HHTFSE. AYEMLIT Sk. NV. 2'U 4 MPL GEYf W Max UUTLET FIPE n+EaN srs UK :i -R AREA 5 AtHT •LEYAI IL _E% Ur C! N{ it A. A1n Ar 4U f!P _ J A 41NiV?JA G,C.. , HUYE: PO h FRT Tt E'AI r+" N Y / L:! GY E C .>nTRNL,L J1L H FtF+;GI LHE R PLACEMENT OF ENT C6 -2 UNDERDRAIN AT t - . P Y SA tfiNE S {EWw W `M-E O1 W R [ Fs' f•21T 1411.11 FFE ARE IV i� TRE4.IA AS Tt'E OUTLET PPE. .: 9Ri G� PAPRDAI:11 .SLABS A. 4UIEETTTLRE OE 14GU�EL'f. CCM2CTEA.12 E'd' elUR UTiw.R ORAYACE SI #JC,L[EE lE1;15U1 + STANDARD COMBINATION UNDERDRAIN ' R FERE1,4 E,3 &.. (AT' GRADE SAGS AND BRIDGE APPROACHES) f4 RE6 Al03 YVI VRCRU4 +JCPNti MEAT QE fNANSr MIAEFN �Q.US IYPL BT NYE CAit[;r4NC= sr;rtAwrlf. ',, A^ NraN, nwESEtE r '^ NML m tEr al+L 5M5DrH ;rxt we WS 9, 0453 .SU ShCl •5 1112 2.'225 E4C _25 -1/2 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT -OF -WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. EXIST. GROUND EXIST. GROUND -- EXIST. GROUND EXIST. GROUND J 1 )tl+uTnenf Uesl TT RF- 1.0 _ l ac ltiuTT \t)'C at( tr (Uesign ("tilt my Dr: Surface ti a Base 1) z1. Sutrbuse ,l - a i t IAur V Ci E ICL1 t_1 A Y 3)5 > S 9, _ C,I .SU ShCl •5 1112 2.'225 E4C _25 -1/2 _.C> _)IA G 0.6 12:35 t IILAlCl.tG t( til It } 5 �} � .I 7 N. F .30 6�i -} t k!_ �_S DS•a 5 a.15 ?1i�� 6 t.� t��5 ttle V It L � l_}rLLcr 11_ 5 t�2 _a _.il . C.17 S M - }.5 1 lie 2.25 [MI?s �z . l 0.6 12,35 W HEATFIELD LANE _ _. _E) :. S _a } 21.1 24.1 _ 740 _._ StT't - }.S 1112 -_.. 2. 15 ' - B&1 -25 2V2 2.15 21Yl 6 ...._ R.G. � 12 :35- C 1REMQNI LIN L 4)4 S G T S' 5 I I S ( .� 2 2.25 C I •n - 3 a .. .Ct G U .E iI,S5 U N V Lk.. ALLLY DR1Vir 114 0 > 1194 9.1 9.6 1I.07 Sh I.5 7 2.25 5 nIM ZS 3 I..1.. U = 15:75 i i i 1 J ' r L9M z M y N 1 MWEEM (y) J _ I - lt 1 R I I I /I r ` N • l 0 I N Q N � rWn V I W J z cn - -� • ~ Q _ 4 - W 1� I� I I I i r -Y •. - - - J W I - -. I 0 I 2 U - z J Q I..1.. U = W 1, , I--1 C LL r L < Z c� U 0 L W C W m C I U) H Q Lt� t W I I WHEATFIELD WAY - ... 0 r� 0 ~ \ i V I I m -- - - ---� / l : ~ J r N - Oil/ TES LOCATION (TIP.) L O n sl li t uJ JOB NO. A - - _ SCALE rn I 1 SHEET NO, 1 5 t ` J F 1 - - • FW J z 1 I - A J _.•_- i � .- _--- - - .. _ - - WHEATFIELD eLACE • LL - - - .. I ( i7 i _'` ' - - - -- - _._ I - - -- ^I T �< • GLEN VALLEY DRIVE • ti r BORE TEST - LOCATION MAP 1 " =80' NOTE: SPOT -CHECK INSPECTIONS AND CBR TESTING COMPLETED BY FROEHLING & ROBERTSON, INC. ALL SPOT -CHECK LOCATIONS MET OR EXCEEDED THE REQUIRED THICKNESS OF COMPACTED 21A SUBGRADE, INTERMEDIATE BM -25 AND SURFACE -9.5A, AS DESIGNED. ;TH ��, � f O SCOTT R. COLLINS Z No. 35791 N� Y6 -tc r 0 E - NAL Z 0 J VJ °- r U E Z LU O o an Z -J F U) w N W M Ln N ,-N z "w Y) w �z ll � z Li z � J _ J n � U U U 3 !n 1 C: _ Q = U � •L _ 3 U) _ L 3 n- U x J lu 3 O, 7 S 2 y, a U U � oT = f_ >1 � a -o J U L =� 0 J U LO ,, 0 2 U L V) 0 a � U 3 U Q) E o c S � 5 N a, 3 7 ) U r •c 3 L >> 1) Q) o i 3 i U L d )a ) T = C L9M z M N MWEEM (y) J lt 1 � N ' 0 N Q N � rWn V W J z cn - -� J ~ Q _ / ^j U) W 0 W 1� I� O z V / J W < 0 0 2 U Q 0 z J Q I..1.. U = W I--1 C LL r L < Z c� U 0 L W C W m C I U) H Q Lt� t W I I 0 r� 0 V I O O` N W O UJ I LLI � a � ; JOB NO. 02009 t SCALE AS NOTED t 1 SHEET NO, 1 5 t ` J F z "w Y) w �z ll � z Li z � J _ J n � U U U 3 !n 1 C: _ Q = U � •L _ 3 U) _ L 3 n- U x J lu 3 O, 7 S 2 y, a U U � oT = f_ >1 � a -o J U L =� 0 J U LO ,, 0 2 U L V) 0 a � U 3 U Q) E o c S � 5 N a, 3 7 ) U r •c 3 L >> 1) Q) o i 3 i U L d )a ) T = C