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HomeMy WebLinkAboutWPO201100035 Plan - As-built 2013-11-25GENERAL NOTES OWNER/DEVELOPER: MARCH MOUNTAIN PROPERTIES, LLC. & MARCH MOUNTAIN J PROPERTIES I, LLC BEIGHTS DEVELOPMENT CORPORATION a 5380 GOLF DRIVE, SUITE 103 CROZET, VA 22932 zWD TELEPHONE: (434)- 823 -2003 FAX: (703)- 997 -1490 CONTACT: MR. GAYLON BEIGHTS ENGINEER: COLLINS ENGINEERING 200 GARRETT ST., SUITE K. H CHARLOTTESVILLE, VIRGINIA 22902 z z TELEPHONE: 434.293.3719 FAX: (434)- 245 -0300 w CONTACT: MR. SCOTT COLLINS, P.E. EMAIL: SCOTT @COLLINS- ENGINEERING.COM PRE - APPLICATION CONFERENCE: SEPTEMBER 19, 2008 TAX MAP NO.: 055E- 01- 00 -000GO & 055E- 01- 00 -000A1 ZONING: NEIGHBORHOOD MODEL DISTRICT APPROVED WITH PROFFERS 9 -14 -05 BY ALBEMARLE COUNTY BOARD OF SUPERVISORS TOTAL ACREAGE: 2.58 ac. SUBDIVISION STREETS: CURB & GUTTER DRAINAGE DISTRICT: SLABTOWN BRANCH TO THE LICKINGHOLE DRAINAGE BASIN WATERSHED: LICKINGHOLE CREEK TOPO & SURVEY: JENNINGS- STEPHENSON, PC. PROVIDED TOPOGRAPHY PROVIDED IN AUGUST 2006 AND UPDATED DECEMBER 2007 AND NOVEMBER 2008. FIELD VERIFIED BY COLLINS ENGINEERING IN JUNE 2012. LIGHTING: NO STREET LIGHTING IS PROPOSED. 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. 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 CULVERTS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -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 LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE 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 YEMEN 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 9 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 PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN 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 REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MA7F"RIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICAT70NS 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 3. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS /A 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUC77ON INDUSTRY (29 CFR PART 1926). OLD TRAIL BLOCK 13 ROAD AND DRAINAGE AS -BUILT PLANS WHITE HALL DISTRICT ALBEMARLE COUNTY, VIRGINIA a 0 mm - 1 / / / / / BLOCK 16 �, -THIS PROJECT SHEET LAYOUT SCALE: 1" = 100' CURRENT OWNER /DEVELOPER MARCH MOUNTAIN PROPERTIES, LLC 5380 GOLF DRIWE, SUITE 103 CROZET. VA 22932 SHEET INDEX TITLE SHEET COVER SHEET 1 AS -BUILT ROAD PLAN Z AS -BUILT ROAD PROFILES 3 AS -BUILT ROAD PROFILES 4 AS -BUILT STORM PROFILES 5 NOTES, DETAILS & CROSS- SECTIONS 6 I ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 LEGEND 0061.1 691 CROZET . 0 UPPER LLARD FIELD ALLAR FIELD p � N OLD TRAIL YILLACZ NMD pC x r v x G �' HI T TO CHARLOTTESVI E TO WA yNESSORO RTE• 250 TO AFTpN ip C /N IY14R TERSTgTF 6¢ OTTES� <<F VICINITY MAP SCALE: 1" = 21500' 1 EXISTING CULVERT CUL VERT Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC -3A DITCH 6 " DEP TH OF EC 3A DITCH EC -2 DITCH 6 » DEPTH OF EC -2 DITCH 200 EARTH DITCH DRI VEWA Y CUL VER T BENCH MARK CLEARING LIMITS VDOT STANDARD STOP SIGN EXISTING CONTOUR FINAL GRADE CONTOUR 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 DEVELOFrviENT 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 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. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE 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 L0CA TIONS ARE APPROXIMA TE. EXACT LENGTH, L 0 C TI ON AND APPROPRIA 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, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS RFQUIRED, IT 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 DRIVEWAY 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 J PLA T VALIDA TION. SHOULD THE FINAL PLA T 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 OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -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. cl a�X M Ln N o(_5 z �W V) W �z �Z �w c: V) Z of C J o 0 a� O ° C O U ac C C ° U oC O 3 c 3 � c V) ° O v x U N 3� O s O� a� O °� n •� O Up CC U C C0 U rN � C 7 U � O �j n � a �C o� �o N U o_ O L� a� ° C O U D O U X L O U C C � n E u . >_ O TJ 7 � U U C o U O N cn O U U) C� 0 3 o° � a � T s c z O J a zWD U O Z z _j Q H z z w N W ce M Ln N o(_5 z �W V) W �z �Z �w c: V) Z of C J o 0 a� O ° C O U ac C C ° U oC O 3 c 3 � c V) ° O v x U N 3� O s O� a� O °� n •� O Up CC U C C0 U rN � C 7 U � O �j n � a �C o� �o N U o_ O L� a� ° C O U D O U X L O U C C � n E u . >_ O TJ 7 � U U C o U O N cn O U U) C� 0 3 o° � a � T s c I I I iI - I STOP SIGN MATCHLINE -SEE TH SHEET. NOT INSTALLED BLOCK 1 VDOT STD. DI -2C (L =s') BLOCK 2 To q1= 673.58 � PROPOSED VAR. WIDTH IIT1.83(20) DRAINAGE EASEMENT ROAD SIGN H=6628(9 12) CG -12 NOT INSTALLED 0= 663.23 SIDEWALK NOT L Top= 676.57 75.66 J _ _ INSTALLED Grate = 676.00 9_12 2 -18 - - _ \ II= 665.60 CIO= 664.16 DESIGN CURB LINE EX -20 669.12 VDOT STD. MANHOLE - - / . T 19 50 =p N 676.37 P _ N + o -- -U' AS -BUILT CURB LINE 676.47 Top= 676.44 , --- - o Grate - 6-75.91 -� .P 676.24 fn 18 +50 - STOP SIGN Top= 679.46 18 +Q0 T $ GOLF DRIB -- II= 665.81 C7 i m 67124 PG. 314 - 32419 +00 I - 5.81 20' DRAINAGE ASE ENT 17 +5Q;% II= 677.51(NW) _u N X678.13 ;D 0 -- p.B.4069, 66 117 +00 II= 671.26(SW) - a, - - --- -n - (61' R `s%Q - 679 9 II= 671.26(SW) m n a 16 +50 682. I0= 671.16 1 16 +0Q 685.6 �vDO STD. I -2C L =6') CG -12 I VDOT STD. 15 +50 /// _1 B Top =676.3 CD -2 DRIVE 1 �� 9 -14 Gra II- 666.811 9 -16 ° � 15 +0Q GOLF Top= 677.68 "U = 76.1 + II 666 11 6 9 a VDOT STD. DI -2B (L =8'� Grate- 677.13 I0= 666.01 II= 670.83 w Top =676 31 Top= 676.33 _ VDOT STD. DI -2B (L =4') AS -BUILT CE ° NTERLINE + I0= 670.63 -i rate =6 5.73 i Grate= 675.76 Ln cn Z I 666.6 { I0= 666.76 +00 ` - o Grate= 679.36 IO 666.53 14 14 +50 cn DESIGN CENTERLINE = 9 -18 � 1 � I II- 674.81 LOT 25 I I0= 74.71 28' 9 -16B LOT 24 20' DRAINAGE EASEMENT 9 -6 VDOTSTD. DI -2C (L =6' E/P -EIP STREET TREES ...- ' m l VDOT STD. DI -2C (L =8') - - - - - -- I LOT 7 , (TYP.) m 679.36 I - - �,- - - - _ - - + 676.54 0 Lrl 0-n - tt LOT 26 X W 0 ; LOT 23 I O I VDOT STD. DI -1 v two �. LOT 1 79.61 + o _ - z z ; 0 - - - -- LOT I -_ _1 II- - - - - - - - - - N< NOTE: ALL EASEMENTS SHOWN ON THIS AS -BUILT PLAN ARE RECORDED IN D.B. 4o6g, PG. 314-324• _ -_ -- � m LOT 2 I + x I.' + 9 -8 I I PLANTING ° 677.29 STRIP (TYP) o Grate= 680.44 ?' - _ •a I0= 675.94 I +�.:I LOT 27 To -67 .02 ,� _ _ SINGLE FAMILY LOTS 0.44 Ln ' =6 M P, -0 - - °�' I VDOT STD. DI -2B (L =6') Grate - 617.41 VDOT STD. DI -26 (L =10') - O Z I LOT 22 VDOT STD. 4 II =668.3 a Z 20 9 -20 II= 668.36 -� <;?C EIP -E /P - - Io =668. 6 LOTS LOT9 I _ - - -- I I_-- - - - - - - - - - - SSA 28� Top= 677.99 Z !�► a : - - - - Grate = 677.32 ) _ _ _ / a m r I. - - I0= 669.17 ( ) EIP E P - 4' � I TYP ° G BLOCK 13A _ - - 2 _ � N rn I II RIW -R/\N r, LOT 28 �, 67s.o�, 4 LOT 21 16i� 4 + I STREET TREES NOT INSTALLED ' I I (TYP.) � LOT 4 LOT 10 I - - _ _ ° I 20' DRAINAGE EASEMENT 32' tt� - _ - < - - - F /C -F /C 1 I - - -- )> I-- - - - - -- - Top= 679.28 X I rn VDOT STD. CG -11 LOT 29 Grate = 678.75 57' (� -I 2.05 j R/W -RM O- ENTRANCE II= 67 LOT 20 STOP SIGN ROAD SIGN VDOTSTD. DI -2B (L =4' m N _ -"678.97 LOT 5 LOT 11 , RIGHT -OF -WAY Top= 684.56 - t'. SIGHT DISTANCE Top = 679.52 9-22 ° Grate= 683.95 9-42 � t CG -6 (TYP.) I c N Grate= 678.97 CG -12 I (TYP.) I0= 678.55 682. 8 p I EASEMENT II= 672.82 9 -24 Io= 672.72 V OT STD. L ®� K °i k r " LOT 6 -- - - - - _ VDOT STD. DI -2C (L =6') -n m - -- ___ CG -12 CG -11 v - 15 +50 _ -- 16+00 � 0 N 68T 5.87 N ROA SIGN �O ENTRANCE ° 6831 17 +50 ' 15 +00 6s9.8o 688.15 n 16 +50 1717 +00 682 �2 18 +00 680.66 9 -26 X679.33 18 +4% -- hr 79.43 90 14 +50 L LASE . 42 + VDOT STD. DI 2C =8') 679.49 1 NY WE +00 PEN TE TRAVELWA. - SIGHT DISTANCE Top = 679.57 j� _ - 14, \ -_: - pR1VA 'Q SIDEWALK NOT INSTALLED EASEMENT ( Grate = 679.02 CG-12 -_ DESIGN CURB LINE 9-40 _ 1 13150 - I I VDOT STD. DI -214 (L =10') I II= 673.17 \ 13 +00 _ Top= 684.50 1 I I I0= 673.07 AS -BUILT CfURB LINE II =677.71 Grate = 683.96 I 20' DRAINAGE EASEMENT I LOT 15 I I0= 677.61 I 1 I I LOT 14 I I VDOT StD. CG -6 I VDOT STD. DI -2B ( 12') I STOP SIGN 9 -28 .... . \ .. I LOT 13 I I CURB & GUTTER LOT 12 I I I VDOT sTiD. DI -26 (L =s') o° ;, AS -BUILT CENTERLINE I I I o POCKET 1 Top= 680.23 +'6 0.53 I a PARK LOT 18 1 Grate -679.7 I LOT 17 Grate= 679.7 CENTERLINE i} I I 1 LOT 18 1 LOT 19 II= 673.82 1 I I I 1 I I0= 673.72 a I SINGLE FAMILY L07S I VDOT STD. MH I I I Top= 681..08 2�' I VDOT STD. DI -26 (L =8')) _ I i I ( 1 1 II= 674.48 `) I � � - v, I STREET TREES � � 9 -30 F /C -F /C VDOT STD. DI -26 (L =4') I Top= 687.90 � I0 =674.3 I I I Grate= 687.37 _A cn TYP. I I I II= 684.02 "D Z ( ) I CG -12 o Top= 680.96 t I I IO =6 G7 I 20 DRAINAGE EASEMENT o LO 680.53 _ - VDOT STD. DI -28 (L =12') 9 -30B Grate = 680.43 CG -12 f x d I 9 -32 z I0= 674.73 STREET SIGN Vii; 2S� 16 +00 16+ 0 17 +00 CG -12 NOT INSTALLED 15 +00 15 +50 - 17 +5p UPLAND DRIVE 688.11 687.8 687.44 - $ UPLAND DRIVE 18 +00 -n STOP SIG 4069, PG. 314 -324 688.62 686.96 m 83.74 `L 0 14+50 689.30 B• c� - ,, (4 O 85.99 ' .p - n N _ 50 Grate = 683.20 14 +0 689.89 (54' ROW) - - = 5 R ROW ��18 6771 , - I C) 684.57 II= 677.10 1900 p 681.23 U 13 +50 Io -677.0 + STD DI 2 (L=8') 19 +50 VDOT STD. DI 2B (L=6') ' 682 71 13 +00 Top= 688.04 681.21 i 4 VDOT B 1 9 -36 Grate= 687.49 20 +00 12 +50 _- ��j I0= 684.29 i ` - _ - SIDEWALK NOT INSTALLED 12 +00 9 -34 Top =683 57 DRIVE ; ' _ . CG -12 NOT INSTALLED Grate = 682.98 I upLAND 11+50 4Y tci - - - 36' HDPE Inv= 662.03 IO- 678.53 PROPOSED VAR. WIDTH CG -12 NOT DRAINAGE EASEMENT INSTAILLED°n + 679.95 I CG -12 & SIDEWALK I STREET TREES NOT INSTALLED NOT INSTALLED ..j I I (TYP.) I I I GRAPHIC SCALE I 30 0 15 30 60 120 I ' I I I I ( IN FEET ) I I I 1 inch - 30 ft. MATCHLINE - SEE TH SHEET. I� � SCOTT R. COLLINS�?, u No. 35791 &SIDNAL t�Cm z O J a U Z w � Z Ln O J_ Z - O Ln F- > z w '- N W w M Ln N o j z -0� Uw :w :3 L (� -0 z w 0 c cn z -C _j U) 0 U 0 r C 0 0 I- U) C C 0 U [1 O 3 3 � a C) x U N 7 O O L o_ 73 0 � 3 0 0, c c T Y O U E w � c C_ 0 0- U z z J C J 0 Z U �0 z� J -0 �L z 0 J � J C J n 6 -0 c L 0 N U a 0 L L o_ >0 N U O U X L O 0 E :� 0 O U N C O � U O > N 0 0 0 � 0 c� o � U 0 C u) 0 0 ul ua � a 5 0 5 10 FEET VERTICAL SCALE: 1"=5' 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' kyj oil U) Cfl CT CD LOW POINT ELEV = 689.35 LOW POINT STA = 15 +12.50 PVI STA = 14 +75.00 700 PVI ELEV = 689.72 A.D. = 0.01 70( 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 UPLAND DRIVE PROFILE 710 710 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 GOLF DRIVE PRO O M O 00 ti tD 19 +50 20 +00 20 +50 21 +00 FILE ••1 1 675 • 18 +50 19 +00 19 +50 20 +00 20 +50 SSD = 300' LOW POINT ELEV = 679.63 LOW POINT ELEV = 681.32 N F'UIN 15 I A= 1U +t31.b9 W -• I mil,. i i i ^ - ], -Vv.vv %J K = 75.00 t1V I b I A = HIGH POINT ELEV = 686.97 N PVI ELEV = 67!9.56 PVI ELEV = 681.70 w z A.D. = 0.03 75.00' VC ! HIGH POINT STA = 17 +50.00 K = 9.92 K = 104.96 w d in o. SSD = 348' L PVI STA = 18 +00.00 25.00' VC 50.00' VC Oo 690 0 o SSD = 493 o z M r? rC00 CO � PVI ELEV = 686.47 W + r� rn +O� + / I LL 695 �0) LO A.D. = -0.03 a Z 695 U U UU - _ - - - - - - K =37.49 // m m w w �- AAA cn w > > �n w > > 100.00, VC mm w ° o SSD454' oo C5 O LO z o U -2 00j DESIGN GRADE 6TMP �p - C + U) a 690 )SHOT - CC) 690 O _ w > =1.00% - - -- m m oz w w o X CD o AS -BUILT W U) - o + 685 AS-BUILT 8" CL. 52 D. W/L GRADE 9-37 w 0 w a 685 - - - - - -- , 1. Z o a 12" x 8" T.SAV. N (WA-SW.) VDOT STD. CD 1; \ -1.67% (1) 8,. G.V. o v $" x 8" CROSS U Q (4) 8" G.V. F.H. ASSEMBLY 680 z � > o BLOW 14, LOT 6 WA LAT. ! 680 - - -© Z g BLOCK 14, LOT 5 W/L LA T. (W/L -' 1RM.) 8" 8 TYPE O _ �- BLOCK 14, LOT 11 WA LAT. G.V. A z a O w O BLOCK 14, LOT 12 WA LAT. \BLOW- OFFVALV v w w e BLOCK 14, LOT 7 WA LAT. 8" � 675 a m Z BLOCK 14,' LOT 8 WA LA T. BLOCK 14, LOT 9 WA LAT. CL. 52 D.I. W/L BLOCK 14, LOT 20 W/L LA T. 675 O O O O O CO O O V M O CD CD f� T- O M CA CO O It LO O O) •- ID O In — � CD O e- �- O O O m O 00 00 Cn O 00 00 00 00 IN 00 00 O 00 I 00 00 1,t ti 00 00 00 � 00 n 00 110 CD CD 00 00 to 00 M 00 00 O • N m 00 00 f*- r- 00 00 � O CD CD CD co co CD co CD CD CD CD CD O CD O Cfl (0 O w co CD CD CD Cfl � 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 UPLAND DRIVE PROFILE 710 710 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 GOLF DRIVE PRO O M O 00 ti tD 19 +50 20 +00 20 +50 21 +00 FILE ••1 1 675 • 18 +50 19 +00 19 +50 20 +00 20 +50 SSD = 300' LOW POINT ELEV = 679.63 LOW POINT ELEV = 681.32 N F'UIN 15 I A= 1U +t31.b9 W -• I mil,. i i i ^ - ], -Vv.vv %J PVI STA = 10 +84.20 t1V I b I A = N PVI ELEV = 67!9.56 PVI ELEV = 681.70 w z A.D. = 0.03 A.D. = 0.00 < Ar — - K = 9.92 K = 104.96 w d 25.00' VC 50.00' VC Oo 690 0 o SSD = 493 o z v rC00 CO � OOM / 6N W r� rn +O� + / I LL �0) NN/ NCNO w cD CD ZtiJ U U UU /UU UU �Q7w m m w lu // m m w w in" z AAA 665 665 T O cD 0 LO LO rn 00 d' N �t O O N O I_: r N C`7 ti co co Co 00 0) O 0) (fl CO CO O (0 O CD CD CD CD CD 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 PENNY WELL DRIVE PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 13 +50 i�z 0 SCOTT R. COLLINS'Z, No. 35791 o NIIi�,SIIONAL �C Z O a U Z w Z O _j Z Q 0 ., Lu z w H W ce Ln N o � z �w W C Z 0 c5 -o Z W O C (,n Z -6 J Z J ,0 U a a o a 0 aco C O — U i C 0 0 o 3 c) C V) a a x U N D� v� �o s n •" 3 o c C T y' O U D C C O O +� U Y � �j C J D � U z n o z J � J � JmLwl O � T C i .0 (2)� a 0 o L L a� N C � U O O U X N 70 N E O O C N E a 0 U ,� O to _0 7 -0 U O C a U N O CO 0 U) o O U -U C 0 3 cr) Q) C N a 0 - a a 0 0 a m 0 a t c - 0 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' 50 0 50 100 FEET HORIZONTAL SCALE: 1 " =50' NOTES: 1. 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. co O 00 CD 710 71C 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 SSD = 187' 16 +50 17 +00 17 +50 18 +00 PENNY WELL LANE PROFILE (y) < cy) 0) LOW POINT ELEV = 691.20; HIGH POINT ELEV = 690.48 � M J tt LOW POINT STA = 13 +81.44 HIGH POINT STA = 15 +25.00 cr) Q 705 N PVI STA = 13 +56.44 z N PVI STA = 15 +75.00 W Q (W v 705 PVI ELEV = 691.32 W PVI ELEV = 690.23 J Q J LL A.D. = 0.01 U) p 0 A.D. = -0.05 W C) � CL z K =33.33 Q Q K =19.71 O 0 Q C) 3: 50.00' VC 0 v 100.00' VC J 700 m CD N ° M c °o. SSD = 262' o CO Q N Z U) 700 co 00 00 N O J N 't cY M W LO + M M •- Of t L0 O + a) (D 00 I- � W 1,.A.T�' Z Q CD < I cD O C) u C) N � ui �n � W W [1 Ln JOB NO. m m w w 02009 W 3: m m W W EXISTING W = 679.38 H: 1" = 50' 695 SHEET NO. 4 } DESIGN GRADE U LOW_ POINT STA = 18 +06.38 `� 695 z PVI STA = 17 +82.78 _ - a o GRADE - W r PVI ELEV = 678.64 > Z¢ ✓ \ �� A.D. =0.08 oco -2.0p% w SPOT SHOT / / 3 n K = 13.20 + -- - - - - - -- - - -- -- - - - -(TyP-_� - > \ 100.00' VC co 690 -0;50% AS QUILT Z a co N \ 1 \SSD = 99 co N LL 690 GRADE M LL Uj � � (0o F , og uj U)Z mm \� ww�} 685 �; Z W ` Z W 685 o DESIGN LOT 15 WIA LA T. GRADE LOT 16 W)" LAT. LOT 18 W/L LAT. 680 LOT 17 IWIt LA T. 680 -_ AS -BUILT 8" CL. 52 D.I. W/L 2.00% LOT 26 W/L LA T. VDOT STD, CD -2 9 -41 LOT 24 W/L LAT.' 1.05' LOT 25 WA LA T. 675 (WA- STRM.) 675 LOT 18 S11 LAT 9 -25 8 "x8" TEE w/ 1.23' 3- 8" G.V. (WA -STRM) 670 670 f__ O 0) O O ° co A N O ti O I N (I) O N L � co to O 00 r co O M M N O N 00 O O 0M � 0) 00 co 00 L6 M co 0 (Yi c6 O 00 6 rl_ co CD r0 CD CD C O � CO c0 p CO cp co c0 O (D O 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 PENNY WELL LANE PROFILE LOW POINT ELEV = 679.55 LOW POINT ELEV = 680.49 LOW POINT STA = 8 +75.00 LOW POINT STA = 10 +60.65 PVI STA = 9 +25.00 PVI STA = 10 +35.65 ;Q(1 PVI FL FV = 680.05 pvi M cv = ann az HIGH POINT ELEV = 680.13 HIGH POINT STA = 11 +23.86 18 +50 19 +00 LOW POINT ELEV = 676.03 LOW POINT ELEV = 676.14 LOW POINT STA = 15 +21.07 czar -- - -- -- I PVI ST I OW POINT STA = 13+8.li 44 F'V I J I A = 10 +15.UU K = 100.00 K = 34.96 PVI ELEV = 679.96 PVI STA = 13+87.49 PVI ELEV = 675.57 100.00' VC 50.00' VC A.D. = -0.01 PVI ELEV = 675.64 A.D. = 0.04 O O K =46.42 A.D. = 0.04 K = 29.04 ° o o 59.35' VC K = 27.03 O 104.00' VC O 685 + + ° o 00 N 104.00' vc 685 (OJi W � W Oao O00 NM �-. -- � � �O �'0 +0 00 // O co O CO CD BCDO '/ mm \\ W W » » �cD�/ �O - - - -�` (0 �to P� c0 �co i \ m m W W � 4:13 (n W DESIGN EXISTING \ / V u U U / \ j C) > j GRADE GRADE (j iu U) W > > / m m W W U U U m m ` W W 680 >m m \ >w 680 X2.0% _ 8 "x6' TEE w! \ 8" G.V. SPOT SF�T \ 1 - 6" G.V. AS -BUILT -' 85 (TYP.) \ \ 8" x 8" CROSS GRADE \ \ / ` 1.58% 675 (4) 8" G.V. -- -- _ - - - 2.00%-/ - - -. - - - 0 675 tv__D_0__T_S_TD__.C_D__-_2_ \--V- DOT STD. CD -2 9 -30A a80 AS -BUILT 670 (W/L- STRM.) 8" CL. 52 D.I. W/L 670 L 0 T 27 W/L LAT. 12" G.V. & LOT 28 WIL LA T. 12 "x12" T E TYPE A BLOW -OFF w/ 2- 12" G.V. 9 -20A LOT 30 W/L LAT. 12 "x8" REDUCER 665 ...___ LOT 29 . W,4_LAT. _ ___ -- - - - - - -_ -- 9 -16A -__- _ 1- 8" G.V. 665 (W/L- STRM.) (W/L- STRM.) z0 06 M H m O t 660 w °' Z 660 Lu > g 0+ >v O �Q �� w Z Q } Q W zs 655 g W W> o w 655 0> o E �> z O� Z Off. F- a� O IX o 0 CO WU' WZ W U �j+ (n Z CO 0 U) Z zt W L� 650 Z s Z" Z z Lu U) 650 06 CD co CD N L0 N co A I CD O d CA � O M O co O N M u') CO n CO qt - Cn O O N Cn (C) Co M O M co M O) co O) 00 � © � 0°0 00 0°0 000 � 00 � 0000 � co ti ONO � � � O cv) � O Cfl O O CD co (D (D O O CD O CD CD CD co CD O CD CD CD CD O O O O O CD CD CD (0 co 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 FIELDING RUN DRIVE PROFILE O O (D 15 +50 16 +00 I �,TH �7 , IFC, SCOTT V R. COLLINS'Z No. 35791 a .orp (c - Z .f - / kONAL E�01 z O a U co Z W Ln 0z O v? w z H W ce Ln N o d Z a � vw `o w az �z W 0 Z o J _c J ,O u a c C) o a a a � C O U o a 0 o .L � 3 3 a �Ln a °- �, x U N a 0 0 (15� �a � 3 o a o a �co a c a o a U z W0 Z U =� o Z -J a Z a J a J C J a o � 0 Q U o a n N O C O N U :3 O U x a N N N ."_' L E oa �3 � N U .� O cn a 7 a U Q) c a U O N co O o V) -a o cs a 3 �N C) O a °- a a� a �c �a J V) L9V (y) < cy) 0) N � M J tt E..� � N cr) Q N N W Q (W v W W J Q J LL U) p 0 L9 W C) � CL z 0 Q Q _j C� O 0 Q C) 3: v O J i m CD W M (n Q Z U) U O W J w M W U) 1�­ii J I- � W 1,.A.T�' Q 0 < I cD O C) u C) N � ui �n � W W [1 Ln JOB NO. 02009 SCALE V: 1' =5' H: 1" = 50' SHEET NO. 4 o d Z a � vw `o w az �z W 0 Z o J _c J ,O u a c C) o a a a � C O U o a 0 o .L � 3 3 a �Ln a °- �, x U N a 0 0 (15� �a � 3 o a o a �co a c a o a U z W0 Z U =� o Z -J a Z a J a J C J a o � 0 Q U o a n N O C O N U :3 O U x a N N N ."_' L E oa �3 � N U .� O cn a 7 a U Q) c a U O N co O o V) -a o cs a 3 �N C) O a °- a a� a �c �a 675 670 ••E STR:9 -6 VDOT STD. DI -1 RIM:679.63- 679.36 1INV IN. 675. q 8 TO 9 -8 674.81 INV OUT. 6:75..66TO 9 -14B 6 685 STR9 -8 VDOT STD. DI -1 R I M !688-56 680.44 'INV OUT. 6:76.00 TO 9 -6 675.94 680 r I s -7 675 15" HDPE 68.05 LF @ 1.66% 670 SANITARY SEINER LATERAL CROSSINGS 15" HDPE 64.35 LF @ 6.03% 665 O O M C) 0) O ti � v, -0 +50 0 +00 0 +50 1 +00 1 +50 2 +00 STR. 9 -8 - 9 -14 PROFILE STR:2 -18 VDOT STD. MANHOLE RIM!676:86 673.58 663.28 INV IN. 668 -66 TO 9 -12 INV OUT. 662.90 TO 680 663.23 2 +50 3 +00 STR:EX STR -20 EX. VDOT STD. DI -213 (L =8') RIM!6 9..55 679.46 INV OUT'. 67q.88 TO 680 671.16 I / 675 �/ 675 / EX. STUB STR :9 -26 VDOT STD. DI -2C (L =8') 695 RIM:679.52 679.57 695 INV IN. 6:F5.25 TO 9 -28 673.17 STR:9 -24 VDOT STD. DI -2C (L =6') INV IN. 6F9.25 TO 9 -40 673.17 STR: 9-32 VDOT STD. DI -213 (L =12') STR:9 -36 VDOT STD. DI -2B (L -6') RIM:679.52 INV OUT. 67e-4-5-TO 9 -24 RIM.-683 -6E 683.74 STR:9 -16 VDOT STD. DI -213 (L =4') RIM168�636688.04 INV IN. 672.82 TO 9 -26 673.07 w INV IN. 677.10 TO 9 -38 STR:9 -38 VDOT STD. DI -213 (L =8') RIM�6 -38 676.32 J co °O INV OUT. 684.25 TO 9 -38 INV OUT. 672.72 TO 9 -22 ;° 0 0o `' Fl NV IN.* 677.10 TO 9 -34 RIM:688.94687.90 684.29 INV IN. 66636 TO 9 -18 666.11 J = 690 INV IN. 666.08 TO 9 -166 666.11 m C Z INV OUT. 677.00 TO 9 -30 684.02 INV IN.fi84$3rT0 9 -36 690 _- STR:9 -12 VDOT STD. DI -2C (L =6') INV OUT. 666•.28 TO 9 -14 ilo 0 � - m ti co m N - _ INV OUT, 688,98 rT0 9 -32 676.57 RIM :6:76 -58- _ 666.01 v M cl m °I p o N o °N �o 683.82 665.60 INV IN. 665.55 TO 9 -14 O m 0o cD N o p c) F- o ay O 0 N INV OUT. 664.00 TO 2 -18 N � 0 co 04 � CC°o m 00 p � �. i \ � N C� O � Q O O � mC°N Nod N F-o� Z m 664.15 Oco Q CD O N CD N N co, O O \ 000 p 00 i 685 N o �o�o)o__��o >� > 685 _ rn m O p o _ �� 0_O O N - _0 M ? _ __ 9 -37 ��rn0 ��00 M p Nrn �� p0� > N ?\ oCO `D OAF- / � N rn Z= ��zz �\ cn�z� / 680 °0 ►- a� z z z O 2 > > cn � _ _ � � 9 -35 15 HDPE F - -O � 2 »> Fr -- " 680 ..ZO ��zzZ Z� / _ w�zzz _ _ 28.25 LF @ 0.96% _ U) tY ? ? l 9 -31 15" HDPE 230.58 LF @ 2.91% 675 �� 675 9 -29 _ 9 -27 9 -23 9 -25 12" W/L WATER 11� 15" HDPE SERVICE 37.93 LF 6.64% 670 670 / / 2.74' CROSSINGS 9 -21 @ 0.8' - 4.8' 15" HDPE 15" HDPE __ _ (W/L- STRM.), __ _ @ 1.66% 12' W/L 15„ O 33.22 LF 82.17 LF @ 0.68% 1.00' 9 -19 �F 8 " W/L (W/L- STRM.) 9 -17 6$ 9 -13 9 -15 18„ HDPE (W/[- STRM.) 665 118.93 LF @ 1.37% - 9 -11 _ 15" HDPE 15" HDPE 665 18" HDPE 32.58 LF @ 2.06% 23.17 LF @ 1.08 °l0 22.00 LF @ 1.91 Lj 24" HDPE 24" HDPE 133.08 LF @ 0.65% 24" HDPE 47.90 LF @ 0.42% 660 29.19 LF @ 0.38% 660 co 00 t` ti co O 0 0 N N n N (D 0o 0 0 CA O C7 fh O p O LO O O c'7 ti d� M M O o) L co N M co O O v O� Co CD (D (D LO O CO t` 00 6 O O O O C7 �,. LO Ln w O CD CD ti 00 06 n rl- ti r- � r- r r` � ao 00 CO oo O w 00 � O 00 CO w O 00 o cD cD cD v7 co cD o cD cD 0 cD C.0 C.0 cD cD 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 STR. 9 -36 - 2 -18 PROFILE 690 690 STR:9 -32 VDOT - = RIM!683- 66.683.74 STR:9 -34 VDOT TD. DI -213 (L =8') INV IN. 677.10 TO 9 -34 RIM:663.66 683.57 INV JUT. 677.00 TO 9 -30 INV OUT. 6:78.55 To 9 -32 678.53 685 685 00 TO CD II m 00 N O � Ln O p 11, U 68 c~o ° `�-o- -p -m � N CO F- o) di O 90 ti F- co m�00h`_ >COD o ~� ~ m 677.64- ' co �c�D > COw�� 680 VDOT STD. ES -1 o Z o ZZ0 ,� ti /' U > U)FtZZ ��ZZZ 675 670 ••E STR:9 -6 VDOT STD. DI -1 RIM:679.63- 679.36 1INV IN. 675. q 8 TO 9 -8 674.81 INV OUT. 6:75..66TO 9 -14B 6 685 STR9 -8 VDOT STD. DI -1 R I M !688-56 680.44 'INV OUT. 6:76.00 TO 9 -6 675.94 680 r I s -7 675 15" HDPE 68.05 LF @ 1.66% 670 SANITARY SEINER LATERAL CROSSINGS 15" HDPE 64.35 LF @ 6.03% 665 O O M C) 0) O ti � v, -0 +50 0 +00 0 +50 1 +00 1 +50 2 +00 STR. 9 -8 - 9 -14 PROFILE STR:2 -18 VDOT STD. MANHOLE RIM!676:86 673.58 663.28 INV IN. 668 -66 TO 9 -12 INV OUT. 662.90 TO 680 663.23 2 +50 3 +00 STR:EX STR -20 EX. VDOT STD. DI -213 (L =8') RIM!6 9..55 679.46 INV OUT'. 67q.88 TO 680 671.16 I / 675 �/ 675 / EX. STUB STR :9 -26 VDOT STD. DI -2C (L =8') 695 RIM:679.52 679.57 695 INV IN. 6:F5.25 TO 9 -28 673.17 STR:9 -24 VDOT STD. DI -2C (L =6') INV IN. 6F9.25 TO 9 -40 673.17 STR: 9-32 VDOT STD. DI -213 (L =12') STR:9 -36 VDOT STD. DI -2B (L -6') RIM:679.52 INV OUT. 67e-4-5-TO 9 -24 RIM.-683 -6E 683.74 STR:9 -16 VDOT STD. DI -213 (L =4') RIM168�636688.04 INV IN. 672.82 TO 9 -26 673.07 w INV IN. 677.10 TO 9 -38 STR:9 -38 VDOT STD. DI -213 (L =8') RIM�6 -38 676.32 J co °O INV OUT. 684.25 TO 9 -38 INV OUT. 672.72 TO 9 -22 ;° 0 0o `' Fl NV IN.* 677.10 TO 9 -34 RIM:688.94687.90 684.29 INV IN. 66636 TO 9 -18 666.11 J = 690 INV IN. 666.08 TO 9 -166 666.11 m C Z INV OUT. 677.00 TO 9 -30 684.02 INV IN.fi84$3rT0 9 -36 690 _- STR:9 -12 VDOT STD. DI -2C (L =6') INV OUT. 666•.28 TO 9 -14 ilo 0 � - m ti co m N - _ INV OUT, 688,98 rT0 9 -32 676.57 RIM :6:76 -58- _ 666.01 v M cl m °I p o N o °N �o 683.82 665.60 INV IN. 665.55 TO 9 -14 O m 0o cD N o p c) F- o ay O 0 N INV OUT. 664.00 TO 2 -18 N � 0 co 04 � CC°o m 00 p � �. i \ � N C� O � Q O O � mC°N Nod N F-o� Z m 664.15 Oco Q CD O N CD N N co, O O \ 000 p 00 i 685 N o �o�o)o__��o >� > 685 _ rn m O p o _ �� 0_O O N - _0 M ? _ __ 9 -37 ��rn0 ��00 M p Nrn �� p0� > N ?\ oCO `D OAF- / � N rn Z= ��zz �\ cn�z� / 680 °0 ►- a� z z z O 2 > > cn � _ _ � � 9 -35 15 HDPE F - -O � 2 »> Fr -- " 680 ..ZO ��zzZ Z� / _ w�zzz _ _ 28.25 LF @ 0.96% _ U) tY ? ? l 9 -31 15" HDPE 230.58 LF @ 2.91% 675 �� 675 9 -29 _ 9 -27 9 -23 9 -25 12" W/L WATER 11� 15" HDPE SERVICE 37.93 LF 6.64% 670 670 / / 2.74' CROSSINGS 9 -21 @ 0.8' - 4.8' 15" HDPE 15" HDPE __ _ (W/L- STRM.), __ _ @ 1.66% 12' W/L 15„ O 33.22 LF 82.17 LF @ 0.68% 1.00' 9 -19 �F 8 " W/L (W/L- STRM.) 9 -17 6$ 9 -13 9 -15 18„ HDPE (W/[- STRM.) 665 118.93 LF @ 1.37% - 9 -11 _ 15" HDPE 15" HDPE 665 18" HDPE 32.58 LF @ 2.06% 23.17 LF @ 1.08 °l0 22.00 LF @ 1.91 Lj 24" HDPE 24" HDPE 133.08 LF @ 0.65% 24" HDPE 47.90 LF @ 0.42% 660 29.19 LF @ 0.38% 660 co 00 t` ti co O 0 0 N N n N (D 0o 0 0 CA O C7 fh O p O LO O O c'7 ti d� M M O o) L co N M co O O v O� Co CD (D (D LO O CO t` 00 6 O O O O C7 �,. LO Ln w O CD CD ti 00 06 n rl- ti r- � r- r r` � ao 00 CO oo O w 00 � O 00 CO w O 00 o cD cD cD v7 co cD o cD cD 0 cD C.0 C.0 cD cD 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 STR. 9 -36 - 2 -18 PROFILE 690 690 STR:9 -32 VDOT - = RIM!683- 66.683.74 STR:9 -34 VDOT TD. DI -213 (L =8') INV IN. 677.10 TO 9 -34 RIM:663.66 683.57 INV JUT. 677.00 TO 9 -30 INV OUT. 6:78.55 To 9 -32 678.53 685 685 0 +00 0 +50 1 +00 EX- STR -20 - OUT 1 +50 2 +00 PROFILE I 15" HDPE 28.18 LF @ 5.07% 0 +00 0 +50 STR. 9 -34 - 9 -32 PROFILE 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' 50 0 50 100 FEET HORIZONTAL SCALE: 1 " -50' NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WJL. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. TO VDOT STD. EC -1, CLASS II TYPE A RIP -RA TO STN. L / f CONNECT TO STR. 2 -18 684.50 RIM:68437 WITH FILTER FABRIC UNDERLAYMEN 670 D =2' 695 ~ / - 670 677.71 INV IN. 677.75 TO 9 -42 °0 W1 =6', W2 =14', L =12', INV OUT. X7:65 TO 9 -26_ p � 677.64- ' "o m 680 COw�� 690 VDOT STD. ES -1 o 690 ,� ti /' U > 16B -EX -213 665 / ~ 669.83 665 9 -33 17 mmo LA 0 0 675 685 36" HDPE u I. 685 94.50 LF @ 1.27% ,i / M I 660 INV. OUT - 662.03 I 1 660 coo 0 +00 0 +50 1 +00 EX- STR -20 - OUT 1 +50 2 +00 PROFILE I 15" HDPE 28.18 LF @ 5.07% 0 +00 0 +50 STR. 9 -34 - 9 -32 PROFILE 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' 50 0 50 100 FEET HORIZONTAL SCALE: 1 " -50' NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WJL. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 675 15" HDIPE 126.11 LF @ 3.52% 670 WATER g -41 I - SERVICE CROSSINGS 15° HDPE 23.21 LF @ 3.62% 9 -39 675 MH -20 - MH' -19 SANITARY SEWER LATERAL CROSSINGS 670 O CD O N O O . � � 't 0) 6j O 6 N CV 0 +00 0 +50 1 +00 1 +50 STR. 9 -42 - 9 -26 PROFILE STR:9 -16 VDOT STD. DI -213 (L =4') 676.32 RIM:67638 666.11 INV IN. 666:38 -TO 9 -18 666.11 INV IN. 666.38 TO 9 -16B INV OUT. 666.28 TO 9 -14 I 680 666.01 675 670 665 J m N p o o STR:9 -30 VDOT STD. MANHOLE c~n O RIM!689 -96 681.08 rn ~ M 674.48 INV IN. 674.6TO 9 -32 p 6 Om 674.48 INV IN. 6:74.60 TO 9 -30B > cD 674.38 INV OUT. 674.60 TO 9 -28 mo 0 685 0> n Fr Z 680 680 8" W/L 1.20' (W/L- S7RM.) 675 675 15" HDPE 33.00 LF @ 0.76% 670 670 � 1 o0 co N -0 +50 0 +00 0 +50 1 +00 1 +50 685 STR. 9 -30B - 9 -30 PROFILE 680 685 685 / STR :9 -1613 VDOT STD. DI -2C (L =81) STR:9 -20 VDOT STD. DI -213 (L =6)� RIM 0676 -28i 676.33 R I M �67-F-89 678.02- - INV OUT. 666.76 TO 9 -16 668.36 INV IN.369 57 TO 9 -22 STR:9 -20B VDO STD. DI -213 (L =10') 668.36 INV IN. 668.68 TO 9 -206 RIM:§7� -98 677.99 INV OJT. 368 -43 TO 9 -18 INV OUT. 668. O 9 -20 675 680 558.25 669.17 680 670 - -8" W/L 4.46' 9 -1 A (W/L- STRM.) 665 i. 15" HDPE 34.73 LF @ 1.87% 660 r N m tin Ln O O 0 +00 0 +50 STR. 9 -16B - 9 -16 PROFILE 675 670 665 675 8" W/L 4.08' (WA- STRM.) 670 X15" HDPE 31.18 LF @ 2.60% 665 I r N O � O O c6 P- N 0 +00 0 +50 STR. 9 -2013 - 9 -20 PROFILE T °�� G� SCOTT R. OLLINS'Z U No. 35791 CNAL z Q J a Z w co oz o M U; w a! H W M Ln N o d z -0 F, (D w U) i az m� � z Li 0 c cn z J -1 O C) �o ° a N ac: oc 0 3 3 � c:Q) CIL o x U � u� o U � 3 o a, T� a � E ° C ,o z) Y U _�j U o Z ° 5 o z� J z ° 73 J � o � U o :3 a a o u U o x-0 E a o � a �Q) U ,> ° [n 7 -o U N � ° U 0 0 u) o a � �a C � O 3 �Q) C N 0 0 5 �a 0 STR:9 -40 VDOT STD. DI -213 (L =12') 695 684.50 RIM:68437 695 677.71 INV IN. 677.75 TO 9 -42 °0 INV OUT. X7:65 TO 9 -26_ p � 677.64- ' "o m COw�� 690 o 690 ,� ti /' U > N ~ o N O mmo LA 0 0 685 0 r ~ ~ u I. 685 Ll > M coo N rn Z 8" W/L Z 0 1.18' (W/L -STR, >> > ��� Z z ? 680 680 675 15" HDIPE 126.11 LF @ 3.52% 670 WATER g -41 I - SERVICE CROSSINGS 15° HDPE 23.21 LF @ 3.62% 9 -39 675 MH -20 - MH' -19 SANITARY SEWER LATERAL CROSSINGS 670 O CD O N O O . � � 't 0) 6j O 6 N CV 0 +00 0 +50 1 +00 1 +50 STR. 9 -42 - 9 -26 PROFILE STR:9 -16 VDOT STD. DI -213 (L =4') 676.32 RIM:67638 666.11 INV IN. 666:38 -TO 9 -18 666.11 INV IN. 666.38 TO 9 -16B INV OUT. 666.28 TO 9 -14 I 680 666.01 675 670 665 J m N p o o STR:9 -30 VDOT STD. MANHOLE c~n O RIM!689 -96 681.08 rn ~ M 674.48 INV IN. 674.6TO 9 -32 p 6 Om 674.48 INV IN. 6:74.60 TO 9 -30B > cD 674.38 INV OUT. 674.60 TO 9 -28 mo 0 685 0> n Fr Z 680 680 8" W/L 1.20' (W/L- S7RM.) 675 675 15" HDPE 33.00 LF @ 0.76% 670 670 � 1 o0 co N -0 +50 0 +00 0 +50 1 +00 1 +50 685 STR. 9 -30B - 9 -30 PROFILE 680 685 685 / STR :9 -1613 VDOT STD. DI -2C (L =81) STR:9 -20 VDOT STD. DI -213 (L =6)� RIM 0676 -28i 676.33 R I M �67-F-89 678.02- - INV OUT. 666.76 TO 9 -16 668.36 INV IN.369 57 TO 9 -22 STR:9 -20B VDO STD. DI -213 (L =10') 668.36 INV IN. 668.68 TO 9 -206 RIM:§7� -98 677.99 INV OJT. 368 -43 TO 9 -18 INV OUT. 668. O 9 -20 675 680 558.25 669.17 680 670 - -8" W/L 4.46' 9 -1 A (W/L- STRM.) 665 i. 15" HDPE 34.73 LF @ 1.87% 660 r N m tin Ln O O 0 +00 0 +50 STR. 9 -16B - 9 -16 PROFILE 675 670 665 675 8" W/L 4.08' (WA- STRM.) 670 X15" HDPE 31.18 LF @ 2.60% 665 I r N O � O O c6 P- N 0 +00 0 +50 STR. 9 -2013 - 9 -20 PROFILE T °�� G� SCOTT R. OLLINS'Z U No. 35791 CNAL z Q J a Z w co oz o M U; w a! H W M Ln N o d z -0 F, (D w U) i az m� � z Li 0 c cn z J -1 O C) �o ° a N ac: oc 0 3 3 � c:Q) CIL o x U � u� o U � 3 o a, T� a � E ° C ,o z) Y U _�j U o Z ° 5 o z� J z ° 73 J � o � U o :3 a a o u U o x-0 E a o � a �Q) U ,> ° [n 7 -o U N � ° U 0 0 u) o a � �a C � O 3 �Q) C N 0 0 5 �a 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 HA VE 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. RGE MUST BE RETAINED WITHIN THE PUBLIC J. SURFACE DRAINAGE AND PIPE DISCHA 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 NA TURAL WA TERCOURSE. 4. GUARDRAIL LOCA TIONS ARE APPROXMA TE. EXACT LENGTH, LOCH TION AND APPROPRIA TE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCH TIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT 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 DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY 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 OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE 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 DOT'S VIDEO CAMERA THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH V INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 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. WHERE UNSUI TABLE MA TERIAL IS ENCOUN TERED IN THE ROAD WA Y, I T SHALL BE REMO VED 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 CULVERTS, EXCEPT PRi VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -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 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 WA TER COURSE. PA VEEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE (PLACEMENT OF THE AGGREGA TE BASE MA TERIAL. IF THE SS 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 N 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 DA YS, 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 PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCH TED WITHIN THE STREETS RIGHT OF WA Y. LIST 1: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION Wi7HIN ANY EXIS77NG PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT 7HE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANC/ES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECiFICAT70NS 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 077-IER CONSTRUCTION. 4. ALL SLOPES AND DiS7URBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERT7CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABIL/ZA T70N 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 1 /l. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE /NSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). PRIVATE I PRIVATE ACCESS CA ACCESS ESM'T ESM'T POINT OF FINISHED GRADE 1 112' SM -9.5 112 1' �e6s ogg%B.6m -aaesq% 1p, ° °�° °� °tea ��a a 3" BM -2.5 5" 21 -A 1' 1' 1' 10' 10' 1' 24' TYPICAL ALLEY SECTION PEN" )FELL TERRACr NOT TO SCALE c/ PRIVAIF ACCESS ESM'T CG -6 - CURB & GUTTER POINT OF FINISHED GRA 31 1 112" SM -9.5 EXIST. GROUND 11 ' T 6. 21AOT BE 3" BM -25 EXIST. GROUND 1.0' 2.5' 10' (TRAVEL LANE) > L 2- C MIN TOP OF 4" 2" R CURB d ` I s" 10' 10' I Q CA R�W (CLEAR ZONE) (CLEAR ZONE) R�W SCOTT R. OLLINS� 4" CONCRETE CURB & GUTTER POINT OF POINT OF CURB & GUTTER 4" CONCRETE FINISHED GRADE FINISHED GRADE J - U No. 35791 H� f - SIDEWALK SIDEWALK - / 3 1 -112" SM -9.5 1 -112" SM -9.5 EXIST. GROUND 2% 2% 2% 2% EX /ST. GROUND 1 3: 3 r SSIONAL E11 _ - . _4, � 000 0° ° �fb °p o oo °OdiR9 �i'O oo 00o rho - 6' PLANTING 6' PLANTING 4" VDOT 21A STRIP - STONE BASE s "211AA °r 6" 21 -A 16" VDOT STRIP STONE BASE EXIST. GROUND STONE 3" BM -25 3" BM -25 STONE BASE EXIST. GROUND 1.0 5 -6 -- 2.5 2.5 6 5 1.0 10 6 (PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) 52 I CG -6 PRIVATE ACCESS ESM'T CURB & GUTTER 1f' EXiST. GROUND 5° 21 -A STOVE RAISE, 10' EXIST. GROUND 10' F4 (TRAVEL LANE) TYPICAL STRZTT ,SECTION PPEN" )YA L LAArS NOT TO SCALE 7" '-VDOT #57, #68, OR #78 STANDARD CG -6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND /OR BACKFI LLI N G. (VARIABLE WID TH) 4 " CONC. (3000 PSI AT 28 DAY, OR S TONGER) CONCRETE SIDEWALK NO SCALE ENTRANCE V%UWE ORADE �QHNHGE DESIRLMLE MAAAA6A i # A-1 - STREET APPRCAVI SAME susACW GENERAL NOTES OVQDS TO BE A.5 ! AS MAINLINE ROADWAY (WE NOTE W G C AEUfAY 500-MOO MAO SHOWN ON PLAV5, I} ➢. WHEN CO•RtS USED FOR ST�OEt CD4NE ilONS THE - .. -...._ - .- - - 1 .- tRAWS TO BE AS RALkY SHOWTI 011 PLY491 �OTPOLICY APO THE APPLIOABLEE R OIn' TSN OF THE VDOT ROM DES04 MANUAL. N(.T.HDM" Sp1T I COMBNATDN CURB dN0 CUTTER D5 ➢AHKKT REOLIRElENiS. i CC-6 /SE NOTE 7➢ J •Q Q` 2. WHEN IHE ENTRmU RAOR CANNOT ACCOMMODATE I E T1JFM4G REQUNEMENTS OF ANTICIPATED HEAVY TRUCK I TRAFFIC THE DEprN FOR SIDEWALK k Ct1RB RAMPS U SIDEWALK 16.. I Y I INCREASED O 711, OF TIE RAOISHOUL6 BE INCREASED TO 7 ". (SU 'ATE 2H CX,TK➢NK 8" I FLOW LINE -T 3. WHEN N CONJUNCTION WITH STANDARD CC -3 - - - '�"�'" .•L-- -- J VSE0 OR CO-7 TIE, COW FACE ON THS SIANV:R01S TO EXPANSM I EXPANSION DE AD�A/STED TO MATCH TW YGLNTASLI CURB JOINT 'h' JOINT CONE KiNATKA4. 4. SEE STANDARD CG 12 FOR CURS RAP DESM TO BE NOTE WIDTH 'D" 2'-0"' OR :5 w' MNaIt ROADWAY NEED WITH THIS STANDARD. SHOWN ON TYPICAL SECrsM4. A_•I 5- OPTIONAL FLOWLND MAY REOVIE WARPNG Of A �� VIEW PORTION OF OVTMP TO PRECLUDE PONONG Of WATER. 5 ENTRANCE NOTES MA94 -W ROADWAY SLOPE 5. PLANS ARE TO INDICATE WHEN CONSrtEICTDN of A FLOW WP,RABOLPC CURVE LINE IS REOHERED TO PROVIDE POSITIVE ORANXIC ACROSS B %IAAX IDGE OF 1DNAL HOU DER SLOPE CHN4GE ® - -_ - .� - - TINE ENTRANCE 7. MAII.M PAYELENT SINAI BE CCNSiRUC TEA i0 M R/W LIE (ExCEPi ANY 5&SURATE STABLI2ATCH MAINLINE ROADWAY - .__ - _,,,. - - - _ ,_ .- - - '- 5% am REOHNRED FOR MAINLINE PAVEMENT LYNCH CAN BE OHITTED N THE ENTRANCE.) SLOPE CHWYJE- B. RAOML CURB OR C06*N.ATDN CIA0 AND OVTTER �-.-. D SHAEL NOT BE CONStgLICtEO rHE AJW LIE 5 POSES E %LEFT FOR REPLACEMENt nURPp5i5. . ...- 2O'MN4LAIf OR 0, AND /AEF�C 5 J S'MN. COME RCIK ENTRMK°f: WENT, ALNTED TABLE. THESE aN.UEB ME NOT APPLICABLE TO STREET ® CONSTRI CT GRADE CHANGEN WITS[ A FARARMIC CURVE COINECTAONA SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE V%UWE ORADE �QHNHGE DESIRLMLE MAAAA6A HIC1I MORE THAN t300 YPp 0 llcnnv WeII Drive AEUfAY 500-MOO MAO s3% 6% LOW LESS THAN 500 VPO I!•p WINE RwwS 'r %w.0 =11 LVI r. T02 SM -9.5 CLASS AT .L' . *. •. - NOTE ALLOWA@LE [NTRMICE GRADE fADI.E � NOT cHLE.S.I APPLICABLE TO STREEt COHNECTK7N5 TE SECTION C -C SFECF METHOD OF TREATMT - IENCE EN REFERENCE CONWC•T��IOIII�N/�FFOOR1,�STREET INTpE�R�S�E�C�+TIONS 502 AM COAL E IIMIF"1WXS REV St0 VIRGINIA DEPARTMENT Of TRANSPORTATION 20J.OA RIW EX /S I. GROUND EXiST. GROUND 1.0' R/w TYPIC_IL NE'ICHBORHOOI� S'TRL'E'T HSE'CTI01V �N5T3 FIELDING RUN OPSICN S'PE'T0 x25 dfPH RIW EXIST. GROUND T EXIST. GROUND 1.0' CONCRETE 6' SIDEWALK PLANTING STRIP 2.5 C� CG -6 CURB & GUTTER POINT OF / FINISHED GRADE 1 -1/2" SM -9.5 CG -6 CURB & GUTTER 1' s' 3" BM -25 - 6" 21 -A S t 12.5' (TRAVEL LANE) (TRAVEL LANE) -54' - TYPICAL STRE'E'T SE'CTIDN I1P1_.4NP PRIVff NOT TO SCALE CA CG-6 CURB &GUTTER POINT OF FINISHED GRADE 1 -1/2" SM -9.5 1z1' 7 6' VDOT 4' UD -4 BM- STONE UNDERDRAIN 4" BM -25 8" 21 -B 8' BASE CONCRETE -- 8 2.5' SIDEWALK PLANTING STRIP 10' 10' (TRAVEL LANE) (TRAVEL LANE) STREET TYPICAL CROSS SECTIONS 1.5" ' SM -9.5 SURFACE LOURS 8" COMPACTED AG( BASE COURSE, VDO OR #218 DEPENDIM UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - ALLEY CG -6 CURB & GUTTER PARKING LANE\ 11' \ \�E TYPICAL STRE'E'T SECTION GOLF .0RRiVE NOT TO SCALE SURFACE COURSr INTERMEDIATE COURSE COMPACTED AC BASE COURSE, OR #21B DEPEi UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE R1w EXIST. GROUND 3� T 5' EXIST. GROUND 6 CONCRETE 1.0' PLANTING STRIP SIDEWALK 4' UD -4 6' woo UNDERDRA/N STONE BASE PLANTING STRiP 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 T'O 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 VDOT A 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. 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. 8' CONCRETE SIDEWALK RIW j� � EXIST. GROUND T EXIST. GROUND 1.0' NO SCALE Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design Awl I'- •dR1EA10E d' 11N. Vs wan+ 0, "°° LItETs EWM N JOW 4ZTr IN7 1iE E ■ � llcnnv WeII Drive "_'- •P°� BPAar PEDESTRIAN ACCESS ROUE OETAL. 5 EKTRNNOE Gl'rfER ERPNI.ON QQSx.N DR Y,T-0F�CD I!•p WINE RwwS 'r %w.0 =11 LVI r. T02 SM -9.5 S• FLOW LINE 10WITH Or DUTTER _ ExPNN9Dw jw ,Le , D' vNQ11pE A AOLLF'{ •:• D EOM OF PAVVEIIENT A+aA ►., L. 1. USED BY PEOEFTIVIN& ..... K&F PLAN * A qx QPE. SECTION B -B III Tfl•N tISEA N 'tom W" SI-t D �r-0' F. OW FAFOMIa B f0 9E M ILM61 TIE W(WARE GAR CG11IGIMTIO L • �. • ► . sox TO tall oIATNDE R . j;, • y ' .', rArJE or uRBT +� AWm� soETTAIx !PAGE -•-.I FACETS j ` MOWN. W"Ok %WVLSLOPE _ s. 09; SECTRdI C -C • w. 7", . p. I �. s• x * t GLASS A3 .33 CONC. { { ¢ t fax { el pg1L NINE T 1 IBM FOR ckm AMI�WL�TTETi' DPIY s � • T'' • ►:• 4. Or Qum GIAAIGE - FOR VI"d =0 • l• • ►, R R 2 x MANNA INOIiW N SLOPE AT Wf M V INTERVALS SECTION A-A TF = s 3 x MAODIMt KCREASE N SAFE FOR FIRST Ta' NTERYAL AID s x mono DM EM FGR SUCCI M beftu V Nr MALS SECTION D D STANDARD ENTRANCE GUTTER REV' yN YAKNIA DEPARTNW OF TRNN' "TATIpN tos.os DOE RIW EX /S I. GROUND EXiST. GROUND 1.0' R/w TYPIC_IL NE'ICHBORHOOI� S'TRL'E'T HSE'CTI01V �N5T3 FIELDING RUN OPSICN S'PE'T0 x25 dfPH RIW EXIST. GROUND T EXIST. GROUND 1.0' CONCRETE 6' SIDEWALK PLANTING STRIP 2.5 C� CG -6 CURB & GUTTER POINT OF / FINISHED GRADE 1 -1/2" SM -9.5 CG -6 CURB & GUTTER 1' s' 3" BM -25 - 6" 21 -A S t 12.5' (TRAVEL LANE) (TRAVEL LANE) -54' - TYPICAL STRE'E'T SE'CTIDN I1P1_.4NP PRIVff NOT TO SCALE CA CG-6 CURB &GUTTER POINT OF FINISHED GRADE 1 -1/2" SM -9.5 1z1' 7 6' VDOT 4' UD -4 BM- STONE UNDERDRAIN 4" BM -25 8" 21 -B 8' BASE CONCRETE -- 8 2.5' SIDEWALK PLANTING STRIP 10' 10' (TRAVEL LANE) (TRAVEL LANE) STREET TYPICAL CROSS SECTIONS 1.5" ' SM -9.5 SURFACE LOURS 8" COMPACTED AG( BASE COURSE, VDO OR #218 DEPENDIM UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - ALLEY CG -6 CURB & GUTTER PARKING LANE\ 11' \ \�E TYPICAL STRE'E'T SECTION GOLF .0RRiVE NOT TO SCALE SURFACE COURSr INTERMEDIATE COURSE COMPACTED AC BASE COURSE, OR #21B DEPEi UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE R1w EXIST. GROUND 3� T 5' EXIST. GROUND 6 CONCRETE 1.0' PLANTING STRIP SIDEWALK 4' UD -4 6' woo UNDERDRA/N STONE BASE PLANTING STRiP 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 T'O 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 VDOT A 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. 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. 8' CONCRETE SIDEWALK RIW j� � EXIST. GROUND T EXIST. GROUND 1.0' NO SCALE Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design Rt-= Location ADT HCw' Design CBR SSV Ur Surface h a Base b a 1Suh base h a Dp AM' llcnnv WeII Drive 96 5 146 S.I S.1 T02 SM -9.5 I 1,2 2.25 :BM -25 3 11-5 ZIA 5 i0.6 12.83 11elinv Well lane 144 5 194 8.1 3.1 S 01 SR9 -9.5 112 ' 25 13h1-25 3 21A Ia I6 t,pl rxj Drivc 596 5 646 7.4 7A 12.33 'SM -9.5 1 l-2 2.25 B.M -25 3 2.15 21A 0.6 13.43 heldit RLIn Drkc 1k 4U(t 5 45(I 8.4 S.4 1 1 88 Stiff -9 S t I I ,2 7 j �S _._. Hht 2 3 I_ �.1. _lA 6 0.6 1.i.43 flt >If'nrive 1927 5 977 11.6 11.6 13 10 �M'•r+.5 1 1�2 2 2i [ti4t -25 d 2.25 211t S Mtl.(i i7.14 I BLOCK 2 TE! BORE TEST - LOCATION MAP oRtivE ,N BLOCK 14 BLOCK 16 z O a LU j z p z O � U H LU z w -' 1=4 W M _ Ln N o c� z ° U)w N W �z °CD �z W 0 C7 cn 7 of J U 0 C) �o ° o° U) c O U o� (D O 3 3 N C N -o Q x U N 0 N � O � 3 O Q o ° 7C) c .s 0 U �.D __3 z Z O LJ C ° w z ° �o z � N Z C O J -I C CJ � T C L O U O O 0- I o N U o U x ° ° Q) L Q O U) (D 0 E U .� O to -o ::3 ° O U O U ° U O O In O O c � o� �U) a °- � a m O) T C � O