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HomeMy WebLinkAboutSUB201100063 Plan - As-built 2011-06-13GENERAL NOTES SCALE: 1" = 21500' OWNER/DEVELOPER: MARCH MOUNTAIN PROPERTIES, LLC. & MARCH MOUNTAIN ROADS PROPERTIES I, LLC I BEIGHTS DEVELOPMENT CORPORATION AS -BUILT ROAD PROFILES 5380 GOLF DRIVE, SUITE 103 LA, CROZET, VA 22932 NOTES, DETAILS & CROSS- SECTIONS TELEPHONE: (434)- 823 -2003 H FAX: (703)- 997 -1490 CONTACT: MR. GAYLON BEIGHTS ENGINEER: COLLINS ENGINEERING 200 GARRETT ST., SUITE K. CHARLOTTESVILLE, VIRGINIA 22902 W TELEPHONE: 434.293.3719 6 " FAX: (434) - 245 -0300 ••• --••• - 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 -000Al 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 CUL VER TS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD -1 OR CO -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 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 I, 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. Z 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 f, 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 DEPAR TMEN T OF TRANSPORTATION MAY BE L OCA TED MI THIN THE STREETS RIGHT OF WA Y. LIST >: 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 TRANSPORTA TION (VDOT). THIS PLAN AS DRA WN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 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). OLD TRAIL BLOCK 1 ROAD AND DRAINAGE AS -BUILT PLANS WHITE HALL DISTRICT ALBEMARLE COUNTY, VIRGINIA ' 1 �\ BLOCK 16 THIS PROJECT 21, -N r / \ <o� ID ` .w X BLOCK 13 O s <' ��- BLOCK 14 BLOCK 11 TQ WA YNESBORO 7-T UPPER'1 LLARD FIELD OLD TRAIL VILLAC,E NffD� o r RTE 250 CROZET FIELD r 'i /.l TO CHARLOTTi �NTFRS 0 C'' 4R40 TjF VICINITY MAP SHEET LAYOUT 240.55 i i FINAL GRADE SPOT ELEVATION SCALE: 1 "' = 100' TBC DENOTES TOP /BACK OF CURB TAB DENOTES TOP OF BOX CURRENT OWNE EVELOPER MARCH MOUNTAIN PROPERTIES, LLC SHEET INDEX TITLE SCALE: 1" = 21500' LEGEND 1 ROADS 2 I EXISTING CULVERT AS -BUILT ROAD PROFILES CUL VER T LA, DROP INLET & STRUCTURE NO. NOTES, DETAILS & CROSS- SECTIONS CURB H CURB & GUTTER PROPOSED PA VEMEN T H EC- 3A DI TCH 6" DEPTH OF EC-.-,JA DITCH W EC -2 DITCH 6 " DEP TH OF EC -2 DITCH ••• --••• - EARTH DITCH DRI VEWA Y CUL VER T BENCH MARK CLEARING LIMITS VDOT STANDARD STOP SIGN - - - -- loo - - - -- EXISTING CONTOUR 20o FINAL GRADE CONTOUR SHEET LAYOUT 240.55 i i FINAL GRADE SPOT ELEVATION SCALE: 1 "' = 100' TBC DENOTES TOP /BACK OF CURB TAB DENOTES TOP OF BOX CURRENT OWNE EVELOPER MARCH MOUNTAIN PROPERTIES, LLC SHEET INDEX TITLE SHEET COVER SHEET 1 AS -BUILT ROAD PLAN 2 AS -BUILT ROAD PROFILES 3 AS -BUILT ROAD PROFILES 4 AS -BUILT STORM PROFILES 5 NOTES, DETAILS & CROSS- SECTIONS 6 5380 GOLF DRIVE, SUITE 103 CROZET, VA 22932 ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPivENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMEINT (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. J. 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 OUTFAILL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WA TERCOURSE. 4. GUARDRAIL LOCA TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCA TION 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 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 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 TD. 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 NfUMBERING 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. LT kuf 0 A!► SCOTT R. COLLINS Lic. No. 035791 "Cl Ln N IN z O a � Zw� V O o z O � Q H F•-1 wz H H W ce Ln N IN 4L> STOP SIGN A STALLED NOT IN MATCHLINE - SEE 8HEET. VDOT STD. DI-2C (L=6') C ,J BLO' K 1 TH 44­d jq=.673.58 PROPOSED VAR. WIDTH BLOCK 2 �=6 83(20) - r - 4 it ' \ \, "I ' % (S') I\ To DRAINAGE EASEMENT ROAD SIG CG -12 NOT INSTALL 11=66 28(9 -12) ED �1 !0= 663.23 r SIDEWALK NOT Top- 676.57 INSTALL 75.6 D Grate=676.00 II=665.60 9-12 4, 2-1 IO=664.15 _vqOT STP. IV DESIGN CURB LINE "69.12 .MANHOLE r t ral- C) Top=676 676.37 4� 19+50 _b AS-BUILT CURB LINE J, k 676.47 Gratg�;_ 18+50 STOP SIGN -DR(VE--:::� II=665.81 0 LF 7! -6z7-24 �P-679 46 '18+00 20'DRA'INAGE E ENT --- ------ j5G. 3`14-37-419+00 1 = 5.81 069, 17+bU.0, I17677.51CNW) ­4 678'\l =66 -2 IR L 16(Sk- 1 7! (61 N- 17+00 ul 0 _T 71 X 0 6 16tbU 74 (DO STD_ DI-2C �L-6' 12 VDOT STD. Arc)+00 CD-2 50 15+ - - 1 B =666.11 U4 Grate=675.81 9-16 1 A Tap 677.68 _0 =666.11 676.19 4e+l j 00 G5� Yl Grate=677.13 15+ VDOT STD. D1-2B 8'� - - ----- I - --- 7. - IO=666.01 ------ IN - ;�% "', i II=670.83 VDOT STD. D1-2B (L=4') )p=676 31 Top=676.33 621 - ------- AS-BUILT CENTERLINE 0=670.63 'ate=6 5.73 Grate=675.76 Z Grate=6/lj..Jb ----- - 227 1 666.6?. 10=666.76 V;�- ZZ DESIGN CENTERLINE II=674.81 LOT 25 9-18 666.513 I 1�,r50 --------- G) + 10 00 Z7.7., 10=674.71 28' 9-16B 8. LOT 24 9-6 VDOT STD. D1-2C (L=6' Ul_ 20'DRAINAGE EASEMENT" 2 t STREET TREES E/P-E/P VDOT STD. D1 -2C (L=8') . . . . . . - - - - - - LOT7 (TYP.) iv M, x 679.36 w §76.54 _u PA -n b3 LOT 26 5,� VDOT STD. DI-1 A 79.61 LOT1 3 C> -4 (0 _u LOT W 0 G) C z LOT 8 < NOTE: ALL EASEMENTS SHOWN ON THIS AS-BUILT PLAN ARE RECORDED IN D.B. 4o6g, PG. 314-324• 61 LOT 2 PLANTING + 7 CD 677.? STRIP (TYP) 0 Grate=680.44 10=675.94 + LOT 27 lop=67 0 70 SINGLE FAMILY LOTS cn t 'J.7 2 e ul rn Gra 4�-. VDOT STD. D1-2B (L=6) II 68 VDOT STD. D1-2B (L =10') tn -u %lt VDOT STD. 0 LOT 22 20' II=668.3p 41 _J_ 9-2 IO=668. 6 -E/P EIP 28' Top=677.99 5' S_ -20B Grate =677.32 - ""- 4a -._ �_z,,,' - - \ �- - _- _ Z (t1 m' ` a �` ` I LOT 3 LOT 9 E/P-E/P 9 (TYP) I0 =669 17 r. 241- -q + ...... LOT 28 678.0 J- v-­ PJW- BLOCK 13A bUl.4 LOT 21 -m + STREET TREES NOT INSTALLED LOT 4 (TYP.) zu urlmlllVA%.;lr_ r-mor-1vir-1,41 -JZ F LOT 10 < F/C- /C < Top=679.28 rn VDOT STD. CG -11 LOT 29 Grate - 678,75 57 II=672.05 ENTRANCE RANCE R/W-R/W, STOP SIGN IO=671.95 LOT 20 ROAD SIGN VDOT • STD. DI -211 '11 < 1 \ _tit _ 1 rn - - - 3: m +,_i-678.97 LOT 5 LOT 11 RIGHT-OF-WAY Top= SIGHT DISTANCE 679.52 9-2' (TYP.) Grate=678.97 CG-6 Grate= )-42 ::19 Top= IO=678.55 FEASEMENT II=672 8 ` 1 __r \ -- - - %-,G-12 (TYP.) ul i I0= 672.72 OT STD. V VDOT STD. D1-2C =6) LOT 6 CG- 2 CG-1 1 B L Y\ 4' 6+00 Q EN RANCE 1��-6)83.1 17+50 m 682-.72- 16+50 689.80 0 0 +00 18+00 9-26 18+47 79.43 V, "' --- I . , A.'!� - - -4690.4��2 p5 VDOT STD. D1 2C -8') + 79.49 7� -SN� \NELL \ ` \ pj y TO 14tY SIDEWALK NOT INST �7_ SIGHT DISTANCE P 41 _T Grate=679.02 uu-lz EASEMENT + 3+b DESIG� CURB LINE 9-40 II=673.17 CG 12 V" I I STD. DI-28 (L=10') 3 1�7 13+00 ------- I=673.17 Top =684.50 .0 10F73.07 AS-BUIL I �UKB LINE II 677.71 20'DRAINAG Grate=683.96 E EA�EMENT LOT 5­ VDOT STD. DI 2B (L=l 2 IO=677.61 STOP SIGN VDOT STD. CG-6 LOT 14 LOT 13 CURB & GUTTER - ' - v , �� c �`"'" J _ \ ' _ __ - LOT 12 POCKET VDOT 0 1 U. U1-40 (L=D) C) AS-BUILT CENTERLINE + 10.53 Top=680.23 PARK lGrate=679.7 --------- LOT 18 DESIGN CENTERLINE LOT 17 RI=673.82 LOT 19 LOT 18 10=673.72 _ - \ - 9i I SINGLE FAMILY LO'FS VDOT STD. MH VDOT STD. D1-2B (L=8') Top- 681.08 20' 11=674.48 F/C-F/C _VDOT STD D1-2B (L=4') t -' ' -- ` __._' " I I ' ' II=674.48 Top=687 90 C'n STREET TREES IO=674.3 9-30 . le, Grate=687.37 ;u co I (TYP.) 11=684.02 -V Top=680.96 CG-1 2 I 9� �-� G) 20 DRAT EASEMENT 68053 Grate= 680.43 .. ��' "'! � - _- ___.__P ..._- ._._._ v b . ..,. d . 0= + 9-� OB C) V�OT STD. D1-2B (L=12') 10=674.73 CG-12 ... . . . . . . . STREET SIGN CG-12 NOT INSTALLED 16+00 16+ 0 17+00 15+50 - 17�+50 UPLAND DRIVE -n STOPS 15+0 UPLAND 0- - IRIVE tEF7:4 18+001 1 - `688.62 686.96 -6,069 p�G-���24 m bi �6 N18 50 Grate=683.20 14+50 6�9 3rB T54' W"85.§ --- N) - -n ­2 M Cn ROW) 689.89 (54 ki 677.10 684.57 19+00 681.23 1 77 .0 + D )1-2B (L=6'),, 682.71 79+50 VDOT STD. D1-2B (L=8') - 681.2 Top=688.04 -- - --- 20+00 '09-6 1'3+00 Grate=687.49 IO=684.29 SIDEWALK NOT INSTALLED -.__V , . - - <,- , 12+00 CG-12 NOT INSTALLED To p=683.57 9-34 --�g4lD - - - Grate=682.98 36" HDPE 10=678.53 11+50 Inv=662.03 PROPOSED VAR. WIDTH G-12 NOT DRAINAGE EASEMENT INSTALILED + 679.95 CG-12 & SIDEWALK �s: " '" ` ' \ � � STREET TREES NOT INSTALLED NOT INSTALLED (TYP.) GRAPHIC SCALE 30 0 15 30 601 120 IN FEET 1 inch = 30 ft. MATCHLINE - SEE TH SHEET rt\ ,�� \ I�I I =Mir ���TH 0 Cl SCOTT R. COLLINS'--'-,' No. 35791 ILI �&IOXAL Z 0 u v) ED :3 Z Lu 0 v) 0 Z _J 0 < V) F- z Lu uj tie ran -i Ln 0 LLI Lu z cD_ Ld 0 V) z _j _j ,0 C) -0, 0 C: 0 U � C: 0 0 u) C (1) 0- x Q 0 0 0 C3) _Y V) u V) il 0 U 0 0 C)- 0 CL Ci 0 0 x Q 0 C: C0 E D 0 ) -0 :) C) L7 U (1) 0 > 0 V) U) C) 0 -a F__ 0 710 710 SCOTT R. COLLINS'Z U No. 35791 t SSIaNAL ETON 5 O 5 10 FEET VERTICAL SCALE: 1 " =5' 50 0 50 100 FEET i HORIZONTAL SCALE: 1 " =50' z O a Z Oz-' o I�1 H > Z W H W c 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. M Ln N V 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 ~ PENNY WELL LANE PROFILE m dam' � LOW POINT ELEV = 679.55 LOW POINT ELEV = 680.49 1 co LOW POINT STA = 8 +75.00 LOW POINT STA = 10 +60.65 LOW POINT ELEV = 676.03 N PVI STA = 9 +25.00 PVI STA = 10 +35.65 HIGH POINT ELEV = 680.13 O 690 PVI ELEV = 680.05 PVI ELEV = 680.63 HIGH POINT STA = 11 +23.86 LOW POINT ELEV = 676.14 LOW POINT STA = 15 +21.07 690 � Q PVI STA = 11+53.54 = + PVI STA = 15 +15.00 N N W W Q v Q w z w J LL p O W o z o Q r p O Q Q W = o U 1 m CO M U) a U) U Z �' O w .J L0 J U w 0 J C� O C) u N u Lu W 00 O O W O a U) 00 JOB NO. 02009 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 15 +50 16 +00 SCALE V: V =5, FIELDING RUN DRIVE PROFILE H: j „ =50' SHEET NO. 4 K = 100.00 K - 34.9 � PVI ELEV - 679.96 PVI STA = 13187.49 PVI �LEV = 675.57 100.00' VC � A.D. _ -0.01 PVI ELEV = 75.64 Aj .D. = 0.04 50.00' VC o LO a LO � � K =46.42 A.D. = 0.(�4 K = 29.04 L6 � � ° o � o 0) 59.35' VC K = 27.0 ° 104.00 VC ° 685 `- `° ",4: `- 104.00'vc °685 � » » UU UU �0O �� MO �� �C~O / \ m m W W c� w DESIGN EXISTING W, U) 41 / m m W W GRADE GRADE U CY m m W W 680 _ :e.' m m � W � 680 2.00% 8 "x6" TEE r - 8" G.V. AS- UILT � SPOT SF�O\ 1 - 6" G.V. I L9 8" x 8" CROSS GRADE 1.58% 675 c4> a" G.V. V40T STD. CD -2 VDO STD. CD -2 9 -30A � 0.80 AS- BUILT] (W�L- SIRM.) 8" CL. 52 D.I. W/ 670 � 670 LOT 27 w/L c� r. � 12° G.V. & 12 "x12" TEE TYPE ABLOW -OFF LOT 28 W/L LAT. w/ 2- 12" G.V. 665 9 -2oA -LOT 3a w/L LAr,. 12 °xs° REDUCE 665 LOT 2�,lW LAT. 9 -16A 1 - 8" G.V. 4:08 - -- -- -- M r. 660 � � LO Z 660 cq � M 'It WT >v O Q w J� � g`r �> oW o 655 = � � > Z 655 U� Q Z U p � O� O�T-� O� z� HQi '�C7 H� pao �� cwi�o cwi�z wd. w 650 Z � � 06 Z W w U) 650 d' ~ CO °0 �' In V-- M N C'7 M 00 10) O r- O O O O O � N 0) a0 O M N M � CO p� CO N M � (fl 6[) 00 O � O O N In tp CO r O M O r �`' M 00 6 00 O oN0 � � 00 r- 0°0 O o°0 oM0 ti W � Opp � 0�0 h oN0 � fl- � oM0 • C.0 00 O f� O � co � � � m cfl co (0 co co (0 co cfl m m co co co SSD �= 187' i LOW POINT ELEV = 691.20 HIGH POINT ELEV = 690.48 I LOW POINT STA = 13 +81.44 HIGH POINT STA = 15 +25.00 705 PVI STA = 13 +56.44 Q PVI STA = 15 +75.00 705 PVI ELEV = 690.23 -- -- - -- PVf -EC�V = 691.32- � - - A. . = 0.01 � A.D. _ -0.05 K 33.33 � K =19.71 50.00' VC o 100.00' VC ( 700 � N � ° °a C:) ° SSD = 262' LO 700 00 N .M-c°o �cOO z �� �cOp � U') UU UU g UU UU I m to m m w w w >> >> (n v LO POINT ELEV � 679.38 � m m W W EXISTING w LO POINT STA = +06.38 695 >- z DESIGN � Q- -GRAD GRADE � � �8 � PVI STA = 17+ 2.78 _ 695_ n �, � ^ PVI ELEV = 67.64 > �ooi A.D. =0.08 0� -2.00/ m� SPOT'SHO ^ K= 13.20 � \ p 690 AS-BUILT 'DE a � N SSD = 99' i N � � 690 G CO �. cXISl1NG $ "x8" f';�...` cwn � > > \ > > � 4+�+ 685 -'ROSS �� 1 - -8" G. � // _ w W m m � W W � 685 & 1_- 12" G. V. E, .�TJNG 8x4" 7cE 1 0 7 DESIGN GRADE LOT 15 W/L LAT. LOT 16 �Y/L LAT. LOT 18 W/L LAT. 680 LOT 17 ' /L LAT. 680 -- - - � -± --- -_._.- _ -. -- AS -BUILT 8" CL. 52 D.I. W/L - j 2,00% LOT 26 W/L LAT. ; VDOT STD CD -2 9 -41 LOT 24 W/L LAT. i 1.05' LOT 25 W/L LAT. ' 675 (w/L -srnM) 675_ -� LOT 18 S/1 ' AT. I _2 8 "x8" TEE w( 1.23 3- 8" G.V. i .670 ( 670 f� 0) 0) � 00 ON ti � LO N LO O 00 to � I� O t` d' Cfl � M Cn O � O O 0) d' CA 00 0) 00 O O M N nj � �' O � O � CA � . O C6 �� M . M O 00 ' O O O � (c) O � CO O � O O � O � O O � � � � � � � CO � CO cfl co cfl co co � co m co � cfl � co STR:9 -6 VDOT STD. DI -1 RIM:679.63r 679.36 INV IN. 6:75.19 TO 9 -8 674.81 INV OUT. 676:96 TO 9 -14B 6 685 0000 p E- co co - i° STR:9 -8 VDOT STD. 660 0 ~ J_ r v co �OR " to RIM:606.56 680.44 m N U co LO N 675 CO 00 O ooR CD 't U L6 I~ 685 N (0 � 6-O- 00 680 STR:9 -6 VDOT STD. DI -1 RIM:679.63r 679.36 INV IN. 6:75.19 TO 9 -8 674.81 INV OUT. 676:96 TO 9 -14B 6 685 695 690 0000 p E- co - i° STR:9 -8 VDOT STD. 660 0 ~ 0 r`' F- C° O C° r v co �OR RIM:606.56 680.44 0 �- 0 U co LO N 675 Z � NV UT. 6:76..00 TO 0 m (D N 685 `° 675.94 Al' 680 ' z o 6-O- 00 680 cnLo0I� EX. STUB PII Z Zp Co. FrZZ 0 H C'7 h- N TO REMAIN. VDOT STD. EC- 1,'CLASS II TYPE A RIP O > co CONNIECT TO STR. 670 / EN 675 > (0 67O 9 -7 675 F- 680 z z 0 - - - -N -Z -p -- \-15" HDPE - -> >-> �2>> 68.05 LF @ 1.66% 670 U) IEE Z Z -EX -2B 665 670 665 7 17 9 -14A 36" HDPE SANITARY SEWER 94.50 LF @ 1.27% LATERAL CROSr INGS 1y. NO@ �1$OIO 660 INV. OUT -46LAJ 15" HDPE 660 665 10o86�F 64. 5LF @ 6.03% 665 660 660 O O co M O rn O ° ti N 0 O �(0 ODo (D 695 690 1 STR:9 -12 VDOT STD. DI -2C (L =6') 676.57 RIM:376.68 - i° ,- - 665.60 INV IN. 665.55 TO 9 -14 r v co �OR O N INV OUT. C64 8A TO 2 -18 U co LO N 675 Z � 664. 5 0 m (D N 685 `° � � Q) o `° ' N 6-O- 00 cnLo0I� EX. STUB PII 0 H C'7 h- N TO REMAIN. VDOT STD. EC- 1,'CLASS II TYPE A RIP O > ctio m CONNIECT TO STR. 670 WITH FILTER FABRIC UNDERLAY EN > (0 67O W1 =6', W,2 =14', L =12', D =2' F- 680 z z 0 - - - -N -Z -p -- - -> >-> �2>> U) IEE Z Z -EX -2B 665 675 - -- - - -! 670 / 12" W/L 1.00' i, /L- STRM.) 9 -13 665 24" HDPE 133.08 LF @ 0.65% 24" HDPE 660 29.19 LF @ 0.38% 00 000 CR 00 ti DI -1 CO ° a -6 0 +00 0 +50 1+00 -0 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 STR. 9 -8 - 9 -14 PROFILE STR:2 -18 VDOT STD. MANHOLE STR:EX STR -20 EX. VDOT STD. DI -26 (L =8') RIM!676.00 673.58 RIM !6:79.55 679.46 663.28 INV IN. 663.00 TO 9 -12 INV OIUT.-6,99 TO INV OUT. 6362.90 TO 680 671.16 680 0 +00 0 +50 1 +00 1 +50 2 +00 EX- STR -20 - OUT PROFILE 12" W/L 2.74' STR:9 -26 VDOT STD. DI -2C (L =8') RIM 6F -9.52 679.57 INV IN. 67�sTO 9 -28 673.17 695 STR:9 -24 VDOT STD. DI -2C (L =6') INV IN. 673.25 TO 9 -40 673.17 ST14:9 -32 VDOT STD. DI -213 (L =12') �TR:9 -36 VDOT STD. DI -2B (L -6') STR:9 -16 VDOT STD. DI -2B (L =4') RIM:679.52 INV OUT. 6,x-15 T 9 -24 RIM�6&3r68 683.74 INV IN. 672.82 TO 9 -26 673.07 w INV IN. 677.10 TO 9 -38 STR:9 -38 VDOT STD. DI -26 (L =8') RIM:fif38- 9Fr688.04 RIM E 38r 676.32 J ao I V OUT. fr114 -25 TO 9 -38 INV O T. 672.72 TO 9 -22 II p ° d; [INV IN. 677.10 TO 9 -34 RIM :688:84.687.90 684.2 INV IN. 666.30 TO 9 -18 666.11 �f INV IN. 666.88 TO 9 -16B 666.11 - � - - CO z IN OUT. 677.00 T 9 -30 684.02 INV IN. 684.03 TO 9 -36 - 690 INV OUT. TO 9 -14 �' -C° -00- �� - - -- - 68 II c° `n r- m N 683.82 6 6.01 CoM m °� 0 °N M °md� o - -�- C-^D CO Co ( N (0O t� MCn U) OCR C6 0 II ' COO o0 CV / _ I-MOO C?00 i c� D m�I p C-4 U)040E- OOO~~ C14 C) o NNE �°,a,o °�~ J._�! �� 685 CV W F- N O) 6 0 N p p CO M > D -°--� -- o_O Q,I- ^ O ti ►-- - - -- -> O- -o - �- 9 -37 - - - -- - O (A i Oo F H. N 0 (0 00 CnO �� p� Co > N �� rn Z Zp / CN ACM0� / > COO N OQ, ..?O �Z» / Li Mr, i ° I-- w Z = ? >> Q� H co / N Z) -O (n W > rn ZZO >> i f - ai � -z z -z z z - - - rn Z0 / Of >> / L4A"_J�l / - I WATER SERVICE - CROSSINGS 9 -15 y- I I 18" HDPE 37% 118.93 LF @ 18" HDPE 22.00 LF @ 1.91% 24" HDPE 47.910 LF @ 0.42% . M ti ti � � 1 +50 2 +00 2 +50 3 +00 3 +50 690 690 STR:9 -32 VDOT-STD. DI- _ RIM 683-68 683.74 S R:9 -34 VDOT STD. DI -26 (L =8') INV IN. 677.10 TO 9 -34 RIM:68-3 -66 683.57 INV UT. 677.00 TO 9 -30 INV OUT. 6 6.55 TO 9 -32 678.53 �� 685 -- _ _- _ - 685 -- 2 -18 680 1H I 680 H \.15" HDPE 675 28.18 LF @ 5.07% 0 +00 0 +50 STR. 9 -34 - 9 -32 PROFILE 1y, NOP� 6201 15" HDPE 32.58 LF @ 2.06% \_15" HDPE 33.22 LF @ 1.66% 8" W/L 1.11' (W/L -STRM) 15" HDPE 23.17 LF @ 1.08% . M ce dM 't 4 +00 4 +50 5 +00 5 +50 STR. 9 -36 - 2 -18 PROFILE 5 O 5 10 FEET VERTICAL SCALE: 1 " =5' 50 O 50 100 FEET HORIZONTAL SCALE: 1"=50' \_15" HDPE 37.93 LF @ 6.64% 1 15" HDPE 82.17 LF @ 0.68% 0) u') CO N co 0 co co co co 6 +00 6 +50 7 +00 NOTES: s. 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. 0 STR:9 -40 VDOT STD. DI -213 (L =12') J 695 684.50 RIM:694.3r7- _ 695 677.71 INV IN. 677.75 TO 9 -42 00 V OUT. 6:77.65 TO 9 -26_ p 677.6 �� rn Cn I.- u) 690 � ti o ( CD 690 N C'7 w N 14 00 O O U) � F Z X00 685 0 r- ` ~ �u 685 , N H d� Z Z 0 >> > 680 �1E2 Z z Z 680 TER SE VICE CROSSINGS 15" HDPE 23.21 LF @ 3.62% 675 _ ° 5 939 675_ MH -20 - MH; 19 SANITARY 0.5' SEWER 15" IHDPE LATERAL 126.11 LF @:3.52% CROSSINGS 1 670 670 p O 7 j C� w CO co 0 +00 0 +50 1 +00 1 +50 STR. 9 -42 - 9 -26 PROFILE 685 STR:9 -16 VDOT S 67 666.11 INV IN. 666.11 INV IN. INV OUT. OO TD. DI -2b (L =4') 6.32 RIM:676.38 , ,- - 666.38 -TO 9 -18 675 �- 675 - / r?1 EX. STUB PII TO REMAIN. VDOT STD. EC- 1,'CLASS II TYPE A RIP -RA z CONNIECT TO STR. 670 WITH FILTER FABRIC UNDERLAY EN / 67O W1 =6', W,2 =14', L =12', D =2' VDOT STD. ES -1 16B \\-669.83 -EX -2B 665 665 7 17 36" HDPE 94.50 LF @ 1.27% 660 INV. OUT -46LAJ 662.03 660 0 +00 0 +50 1 +00 1 +50 2 +00 EX- STR -20 - OUT PROFILE 12" W/L 2.74' STR:9 -26 VDOT STD. DI -2C (L =8') RIM 6F -9.52 679.57 INV IN. 67�sTO 9 -28 673.17 695 STR:9 -24 VDOT STD. DI -2C (L =6') INV IN. 673.25 TO 9 -40 673.17 ST14:9 -32 VDOT STD. DI -213 (L =12') �TR:9 -36 VDOT STD. DI -2B (L -6') STR:9 -16 VDOT STD. DI -2B (L =4') RIM:679.52 INV OUT. 6,x-15 T 9 -24 RIM�6&3r68 683.74 INV IN. 672.82 TO 9 -26 673.07 w INV IN. 677.10 TO 9 -38 STR:9 -38 VDOT STD. DI -26 (L =8') RIM:fif38- 9Fr688.04 RIM E 38r 676.32 J ao I V OUT. fr114 -25 TO 9 -38 INV O T. 672.72 TO 9 -22 II p ° d; [INV IN. 677.10 TO 9 -34 RIM :688:84.687.90 684.2 INV IN. 666.30 TO 9 -18 666.11 �f INV IN. 666.88 TO 9 -16B 666.11 - � - - CO z IN OUT. 677.00 T 9 -30 684.02 INV IN. 684.03 TO 9 -36 - 690 INV OUT. TO 9 -14 �' -C° -00- �� - - -- - 68 II c° `n r- m N 683.82 6 6.01 CoM m °� 0 °N M °md� o - -�- C-^D CO Co ( N (0O t� MCn U) OCR C6 0 II ' COO o0 CV / _ I-MOO C?00 i c� D m�I p C-4 U)040E- OOO~~ C14 C) o NNE �°,a,o °�~ J._�! �� 685 CV W F- N O) 6 0 N p p CO M > D -°--� -- o_O Q,I- ^ O ti ►-- - - -- -> O- -o - �- 9 -37 - - - -- - O (A i Oo F H. N 0 (0 00 CnO �� p� Co > N �� rn Z Zp / CN ACM0� / > COO N OQ, ..?O �Z» / Li Mr, i ° I-- w Z = ? >> Q� H co / N Z) -O (n W > rn ZZO >> i f - ai � -z z -z z z - - - rn Z0 / Of >> / L4A"_J�l / - I WATER SERVICE - CROSSINGS 9 -15 y- I I 18" HDPE 37% 118.93 LF @ 18" HDPE 22.00 LF @ 1.91% 24" HDPE 47.910 LF @ 0.42% . M ti ti � � 1 +50 2 +00 2 +50 3 +00 3 +50 690 690 STR:9 -32 VDOT-STD. DI- _ RIM 683-68 683.74 S R:9 -34 VDOT STD. DI -26 (L =8') INV IN. 677.10 TO 9 -34 RIM:68-3 -66 683.57 INV UT. 677.00 TO 9 -30 INV OUT. 6 6.55 TO 9 -32 678.53 �� 685 -- _ _- _ - 685 -- 2 -18 680 1H I 680 H \.15" HDPE 675 28.18 LF @ 5.07% 0 +00 0 +50 STR. 9 -34 - 9 -32 PROFILE 1y, NOP� 6201 15" HDPE 32.58 LF @ 2.06% \_15" HDPE 33.22 LF @ 1.66% 8" W/L 1.11' (W/L -STRM) 15" HDPE 23.17 LF @ 1.08% . M ce dM 't 4 +00 4 +50 5 +00 5 +50 STR. 9 -36 - 2 -18 PROFILE 5 O 5 10 FEET VERTICAL SCALE: 1 " =5' 50 O 50 100 FEET HORIZONTAL SCALE: 1"=50' \_15" HDPE 37.93 LF @ 6.64% 1 15" HDPE 82.17 LF @ 0.68% 0) u') CO N co 0 co co co co 6 +00 6 +50 7 +00 NOTES: s. 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. 0 STR:9 -40 VDOT STD. DI -213 (L =12') J 695 684.50 RIM:694.3r7- _ 695 677.71 INV IN. 677.75 TO 9 -42 00 V OUT. 6:77.65 TO 9 -26_ p 677.6 �� rn Cn I.- u) 690 � ti o ( CD 690 N C'7 w N 14 00 O O U) � F Z X00 685 0 r- ` ~ �u 685 , N H d� Z Z 0 >> > 680 �1E2 Z z Z 680 TER SE VICE CROSSINGS 15" HDPE 23.21 LF @ 3.62% 675 _ ° 5 939 675_ MH -20 - MH; 19 SANITARY 0.5' SEWER 15" IHDPE LATERAL 126.11 LF @:3.52% CROSSINGS 1 670 670 p O 7 j C� w CO co 0 +00 0 +50 1 +00 1 +50 STR. 9 -42 - 9 -26 PROFILE 685 STR:9 -16 VDOT S 67 666.11 INV IN. 666.11 INV IN. INV OUT. OO TD. DI -2b (L =4') 6.32 RIM:676.38 , ,- - 666.38 -TO 9 -18 TER SE VICE CROSSINGS 15" HDPE 23.21 LF @ 3.62% 675 _ ° 5 939 675_ MH -20 - MH; 19 SANITARY 0.5' SEWER 15" IHDPE LATERAL 126.11 LF @:3.52% CROSSINGS 1 670 670 p O 7 j C� w CO co 0 +00 0 +50 1 +00 1 +50 STR. 9 -42 - 9 -26 PROFILE 685 STR:9 -16 VDOT S 67 666.11 INV IN. 666.11 INV IN. INV OUT. OO TD. DI -2b (L =4') 6.32 RIM:676.38 , ,- - 666.38 -TO 9 -18 15" HDPE 680 28.25 LF @ 0.96% - -- -- - \_15" HDPE 230.58 LF @ 2.91 % 675 - 670 665 660 MM 1t co co m d° to(0 (D(0 (0( (D(0 7 +50 8 +00 8 +50 9 +00 9 +50 J m N 0 ° Q M 0) STR:9 -30 VDOT STD. MANHOLE ccn 0 RIM!680.96 681.08 b rn ~ co 674.48 INV IN. 6:74.66 TO 9 -32 p co 674.48 INV IN. 6.60 > C° 674.38 INV OUT. 167-4.69 TO 9 -28 0 . • ° 685 O 680 680 8" W/L 1.20' (W/L- S1RM.) 675 675 15" HDPE 33.00 LF @ 0.76% 670 670 u') u') o0 O Q O w -0 +50 0 +00 0 +50 1+00 1+50 STR. 9 -30B - 9 -30 PROFILE 685 685 -D. DI -2C (L =8') STR:9 -20 VDOT STD. DI -2B (L =6')� RI M:6,�7-89- 67.02 - - 9 -16 668.36 INV IN. 669.57 TO 9 -22 STR:9 -20B VDOT STD. DI -213 (L =10') 668.36 INV IN. 668.68 TO 9-20B RIM:677.98- 677.99 INV O 1 V OUT 66842- O 9 -20 0 +00 0 +50 STR. 9 -16B - 9 -16 PROFILE T.- 6683• TO 9 -18 680 668.2 -- 669.17 680 675 - _ 675 8" W/L 4.08' (W/L- STRM.) 670 - 670 9 -20A T15" HDPE 31,18LF @2. 665 665 r N O ~ 0 00 6 I _ r. Co 30% 0 +00 0 +50 STR. 9 -20B - 9 -20 PROFILE O �, SCOTT R. OLLINS'Z ,U No. 35791 111:1 0���`SIONAL E��Z z O J a � U E z W 0 C, � Z J O > z w H W tie M N Lu_ I M C'7 CL N co V 1 a) Q N N W W < V Q w z Lu J H 1_ - J O pC U) a. L9 � � J O Q m ZD 0� ' Q L = Q Q U 0 � i < �e m z ul 0 w M U Z F- O W NW co LL J U) _j J� W 0 < _j ,LA.rL' Q ii (D O u 0 O N � W w c _ d V) JOB NO. 02009 SCALE V :1 " =5' H: 1" = 50' SHEET NO. s L 06 z �W U) w °z °CD �z �W o� O J _c J V) O CJ -0, O L � a� - V L C O N O L � 3 L �a V O ° L O � 3 O O T � E� -0 C .o ° U z z N J C ° Z ° o z � z ° o� J � T � ° U d o L L Q1 ° ° o � U ° o U *' X� Y , L o 0 U) O to ° 7 � U ° ° U > V) N O ° 3 cm(n C N °° �. a 73 Q) 0- U) O T � C I- U O 680 680 8" W/L 1.20' (W/L- S1RM.) 675 675 15" HDPE 33.00 LF @ 0.76% 670 670 u') u') o0 O Q O w -0 +50 0 +00 0 +50 1+00 1+50 STR. 9 -30B - 9 -30 PROFILE 685 685 -D. DI -2C (L =8') STR:9 -20 VDOT STD. DI -2B (L =6')� RI M:6,�7-89- 67.02 - - 9 -16 668.36 INV IN. 669.57 TO 9 -22 STR:9 -20B VDOT STD. DI -213 (L =10') 668.36 INV IN. 668.68 TO 9-20B RIM:677.98- 677.99 INV O 1 V OUT 66842- O 9 -20 0 +00 0 +50 STR. 9 -16B - 9 -16 PROFILE T.- 6683• TO 9 -18 680 668.2 -- 669.17 680 675 - _ 675 8" W/L 4.08' (W/L- STRM.) 670 - 670 9 -20A T15" HDPE 31,18LF @2. 665 665 r N O ~ 0 00 6 I _ r. Co 30% 0 +00 0 +50 STR. 9 -20B - 9 -20 PROFILE O �, SCOTT R. OLLINS'Z ,U No. 35791 111:1 0���`SIONAL E��Z z O J a � U E z W 0 C, � Z J O > z w H W tie M N Lu_ I M C'7 CL N co V 1 a) Q N N W W < V Q w z Lu J H 1_ - J O pC U) a. L9 � � J O Q m ZD 0� ' Q L = Q Q U 0 � i < �e m z ul 0 w M U Z F- O W NW co LL J U) _j J� W 0 < _j ,LA.rL' Q ii (D O u 0 O N � W w c _ d V) JOB NO. 02009 SCALE V :1 " =5' H: 1" = 50' SHEET NO. s L 06 z �W U) w °z °CD �z �W o� O J _c J V) O CJ -0, O L � a� - V L C O N O L � 3 L �a V O ° L O � 3 O O T � E� -0 C .o ° U z z N J C ° Z ° o z � z ° o� J � T � ° U d o L L Q1 ° ° o � U ° o U *' X� Y , L o 0 U) O to ° 7 � U ° ° U > V) N O ° 3 cm(n C N °° �. a 73 Q) 0- U) O T � C I- U -0 +50 0 +00 0 +50 1+00 1+50 STR. 9 -30B - 9 -30 PROFILE 685 685 -D. DI -2C (L =8') STR:9 -20 VDOT STD. DI -2B (L =6')� RI M:6,�7-89- 67.02 - - 9 -16 668.36 INV IN. 669.57 TO 9 -22 STR:9 -20B VDOT STD. DI -213 (L =10') 668.36 INV IN. 668.68 TO 9-20B RIM:677.98- 677.99 INV O 1 V OUT 66842- O 9 -20 0 +00 0 +50 STR. 9 -16B - 9 -16 PROFILE T.- 6683• TO 9 -18 680 668.2 -- 669.17 680 675 - _ 675 8" W/L 4.08' (W/L- STRM.) 670 - 670 9 -20A T15" HDPE 31,18LF @2. 665 665 r N O ~ 0 00 6 I _ r. Co 30% 0 +00 0 +50 STR. 9 -20B - 9 -20 PROFILE O �, SCOTT R. OLLINS'Z ,U No. 35791 111:1 0���`SIONAL E��Z z O J a � U E z W 0 C, � Z J O > z w H W tie M N Lu_ I M C'7 CL N co V 1 a) Q N N W W < V Q w z Lu J H 1_ - J O pC U) a. L9 � � J O Q m ZD 0� ' Q L = Q Q U 0 � i < �e m z ul 0 w M U Z F- O W NW co LL J U) _j J� W 0 < _j ,LA.rL' Q ii (D O u 0 O N � W w c _ d V) JOB NO. 02009 SCALE V :1 " =5' H: 1" = 50' SHEET NO. s L 06 z �W U) w °z °CD �z �W o� O J _c J V) O CJ -0, O L � a� - V L C O N O L � 3 L �a V O ° L O � 3 O O T � E� -0 C .o ° U z z N J C ° Z ° o z � z ° o� J � T � ° U d o L L Q1 ° ° o � U ° o U *' X� Y , L o 0 U) O to ° 7 � U ° ° U > V) N O ° 3 cm(n C N °° �. a 73 Q) 0- U) O T � C I- U 685 685 -D. DI -2C (L =8') STR:9 -20 VDOT STD. DI -2B (L =6')� RI M:6,�7-89- 67.02 - - 9 -16 668.36 INV IN. 669.57 TO 9 -22 STR:9 -20B VDOT STD. DI -213 (L =10') 668.36 INV IN. 668.68 TO 9-20B RIM:677.98- 677.99 INV O 1 V OUT 66842- O 9 -20 0 +00 0 +50 STR. 9 -16B - 9 -16 PROFILE T.- 6683• TO 9 -18 680 668.2 -- 669.17 680 675 - _ 675 8" W/L 4.08' (W/L- STRM.) 670 - 670 9 -20A T15" HDPE 31,18LF @2. 665 665 r N O ~ 0 00 6 I _ r. Co 30% 0 +00 0 +50 STR. 9 -20B - 9 -20 PROFILE O �, SCOTT R. OLLINS'Z ,U No. 35791 111:1 0���`SIONAL E��Z z O J a � U E z W 0 C, � Z J O > z w H W tie M N Lu_ I M C'7 CL N co V 1 a) Q N N W W < V Q w z Lu J H 1_ - J O pC U) a. L9 � � J O Q m ZD 0� ' Q L = Q Q U 0 � i < �e m z ul 0 w M U Z F- O W NW co LL J U) _j J� W 0 < _j ,LA.rL' Q ii (D O u 0 O N � W w c _ d V) JOB NO. 02009 SCALE V :1 " =5' H: 1" = 50' SHEET NO. s L 06 z �W U) w °z °CD �z �W o� O J _c J V) O CJ -0, O L � a� - V L C O N O L � 3 L �a V O ° L O � 3 O O T � E� -0 C .o ° U z z N J C ° Z ° o z � z ° o� J � T � ° U d o L L Q1 ° ° o � U ° o U *' X� Y , L o 0 U) O to ° 7 � U ° ° U > V) N O ° 3 cm(n C N °° �. a 73 Q) 0- U) O T � C I- U 30% 0 +00 0 +50 STR. 9 -20B - 9 -20 PROFILE O �, SCOTT R. OLLINS'Z ,U No. 35791 111:1 0���`SIONAL E��Z z O J a � U E z W 0 C, � Z J O > z w H W tie M N Lu_ I M C'7 CL N co V 1 a) Q N N W W < V Q w z Lu J H 1_ - J O pC U) a. L9 � � J O Q m ZD 0� ' Q L = Q Q U 0 � i < �e m z ul 0 w M U Z F- O W NW co LL J U) _j J� W 0 < _j ,LA.rL' Q ii (D O u 0 O N � W w c _ d V) JOB NO. 02009 SCALE V :1 " =5' H: 1" = 50' SHEET NO. s L 06 z �W U) w °z °CD �z �W o� O J _c J V) O CJ -0, O L � a� - V L C O N O L � 3 L �a V O ° L O � 3 O O T � E� -0 C .o ° U z z N J C ° Z ° o z � z ° o� J � T � ° U d o L L Q1 ° ° o � U ° o U *' X� Y , L o 0 U) O to ° 7 � U ° ° U > V) N O ° 3 cm(n C N °° �. a 73 Q) 0- U) O T � C I- U L 06 z �W U) w °z °CD �z �W o� O J _c J V) O CJ -0, O L � a� - V L C O N O L � 3 L �a V O ° L O � 3 O O T � E� -0 C .o ° U z z N J C ° Z ° o z � z ° o� J � T � ° U d o L L Q1 ° ° o � U ° o U *' X� Y , L o 0 U) O to ° 7 � U ° ° U > V) N O ° 3 cm(n C N °° �. a 73 Q) 0- U) O T � C I- U 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 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. J. 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 NA TURAL WA TERCOURSE. 4. GUARDRAIL LOCH TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCA TION AND AP'PROPR/A TE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MA Y BE REQUIRED A T LOCA 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 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 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. 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 ENCOUNTERED IN THE ROAD WA Y, I T 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 VER IS, EXCEP T PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WI TH 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 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 SS VALUES ARE LESS THAN 1'0, 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. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, H, OR III PRIOR TO PLACING AGGRE.GA TE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE /S BEGINNING A T THE COMPLETION OF THE INSTALLA TPON 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 SPECIFI CA TIONS. 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 WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREM /T 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 GOVERN. 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. 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. 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). CI' PRIVATE I PRIVATE ACCESS CA ACCESS ESA4'T POINT OF ESM'T FINISHED GRADE 1 112" SM -9.5 112'i 1' rasa °c& o agoeaoo� 3" BM -25 5. 21 -A 1' 1' lo' 1' 24' TYPICAL ALL.E'Y S'E'CTION PrArA1 Y #rFLL TERRACLF NOT TO SCALET � GI PRIVATE ACCESS ESM'T CG -6 CURB & GUTTER POINT OF --_. FINISHED GRA .I . /I 1/4 ": 1' /1 112" SM -9.5 EXIST. GROUND 1 T EXIST. GROUND 6' TOP OF 4 2» R CURB 6" it q1 _s 7T,__�,� TH 0CA �10' 10' (CLEAR ZONE) (CLEAR ZONE) W O �� COTT R. OLLINS� Al 4 CONCRETE CURB & GUTTER POINT OF POfNT OF CURB & GUTTER 4" CONCRETE' _ U No. 35791 ,� SIDEWALK FINISHED GRADE FINISHED GRADE SIDEWALK EXIST. GROUND 2q; 2� 1 -1/2" SM -9.5 1 -1/2" SM 2% 29� EXIST. GROUND 1 IONAL "I' 6' PLANTING ° °° ° °� �° ° ° °° °° 4%iY° oo 000 4" VDOT 21A STRIP 6' SLTRIP NG 4" VDOT 21A STONE BASE s" Nor EXIST. GROUNB sTONE 3" BM -25 6 21 -A ,3" BM -25 s'21�oT STONE BASE BASE BAOSE EXIST. GROUND 5 6 2.5- 2.5 6 5 1.0 (PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) 57 CG -6 PRIVATE ACCESS ESM'T CURB & GUTTER UNEXIST, GROUND - 3" BM -25 5" 21 -A 10' r0' (TRAVEL LANE) (TRAVEL LANE) TYPICAL STREET SECTION PENNY )FPLL LANE' NOT TO S'C.4LET 7'A / v \VDOT #57, #68, OR #78 STANDARD CG -6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND /OR BACKFILLING. (VARIABLE WIDTH) 4" CONC. (3000 PSI AT 28 DAY, OR STONGER) CONCRETE SIDEWALK NO SCALE L•, T r� - ENTNANCE VOLUE cRAOE CAANGIE OESIRAOLE MAXMUA C I 0 X I � I A ^I STREET APPNOPL+ SME sURFA (RAOXIS TO BE AS I 1 NOTE 61 GENERAL. NOTES A5 ANAYd.BE ROW'WAY (SEE SHOWN ON PLANS) 'n C G E WHEN CG•NIS USED FOR 5YWEEY C 1 I C01M+ECTION NOSY BE OEUKO kt ACCORCMCE AN - - - -. - -, - � _. (RADIUS TO BE AS PASHTO POM AQ THE APPLICABLE REONXREYENTS / RADIAL COWBWATION SHOWN ON PLANS) OF THE VOOT ROAD OESirH WMAL. PNCLUDWO SAWT DISTANCE RE(RAtEKNTS. CURB AND CUTTER / rC-6, (St NOTE 7) 2. WHEN THE ENTRANCE RADA CA?*j ACCOMMODATE THE T4RNYAi OF AIIICPATED HEAVY TRUCK I REq}REOENTS iRlFF1C fl# DEPTH FCa SIDEWA x ! C." RAMPS SDEWPL1c 1 I 'AIT.r6ifE LMHS OF TEE RAM SENONA,O BE (SEE TATE 2) I OPTIONAL 6,� H WCREASED TO 7 ". . - - - I FLOW LINE� .- •� -�.°' --- �'�.�. -. - -_ A -7 TfEP CEB FBK..ET�TMmSI]P1PC YO EXPANSION H EXPANSION �aNr JMT l COMF TTE� O WATCH /1E MOUNTABLE CURD ' 4. .SEE 5T CO-, FOR CURS RAMP DESIGN TO BE STANDARD 2 w WAY NOTES WIDTH 'D" 2'•0" OR AS NAREXE ROW USED W1T11 THIS ST ANOARO. SHOWN 9N TYPY,'AL SECTipHN. A^'!I 5. DSO OCLO.! PLAN VIEW PCORt� CIFfL WA P 4fAWATER. Q ENTRANCE NOTES MAKW ROADW1::k� a. IMX CONSTRUCTION ONPOf ,0' PARABOLIC CURVE EE OLIO PRO ACROSS a X MAX. TtOW�lL SLOPE CHANGE da THE ENTRANCE. 7. Wd4Lm PAVEMENT SH&L BE CONSTRUCIEO TO TEE U ETAId.RE ROWWAY -' - ^^To - - .•,- - ,,,,,, - _ Rill LK tEXCEPI ANY SIA ADE ST15taAlION REWIEO FOR MAY9.YE PAVEMENT WHICH CAN BE OMITTED N THE 0 MAKE.) a5.%OPPC Ck4410E ®" �'"^ T ---'- "' -- �" -"�• -- D e. RAGA& CIENB OR CGMBYIAlION CIAtB Ai, WT1ER SHALL HOT BE CONSTRIAC TED BB% TFE R!W LYE 5 EXCEPT FOR REPLAaW_NT PURPOSES. Fatt 0. THE DES,WaE AEG MAXIMUM ENIRANCE QWA CHARGES 5 ^MBA. c'tXW1EHClAl ENIRAN(:E. 'O- A1£ LISTED YN THE ALLOWMTLE ENTRANCE GRADE TALE. THESE VALUES ARE NOT APPLICABLE 10. STREET 0 CONSTM,CT GRADE CHANCES WITH A PARADOLIC GAME, GONNEGTIONS, SECTION A - A ALLOWABLE ENTRANCE GRADE CHANCES L•, T r� - ENTNANCE VOLUE cRAOE CAANGIE OESIRAOLE MAXMUA ELGIN MORE INAN ,SW VPO 0 X Design Arrl� IEOE,M SOO -,090 vPD S'X 6.7L.. Lon as$ THA- 500 VPO 56 X a % CLASS NOTE; ALtOWABIf ENTRANCE GRADE TALE 15 NOT T5TR£EO,WECT10H9 CONCR SECTION C -C SPECIFICATION[ METH©D OF TREATMENT- _ CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES KV 8A07 V="A DEPARTMENT OF TRUNSPORTA" 291.3 RIW EXIST. GROUND 3�1 EXIST. GROUND 1.0' R/W TYPICAL .NE'IGHBORHO0,9 STREET ,SE'CTI01V (53 Ri1F) FIZZ,01AV RUN DE'SICN SPEED- AP5 MPH R/W J. EXIS� GROUND EXIST. GROUND 1.0' CONCRETE 6 SIDEWALK PLANTING STRIP CG -6 CURB & GUTTER 6" MOT 4' UD -4 UNDERDRA/N 8' STONE ASEE CONCRETE 2.5 SIDEWALK PLANTING STRIP STREET TYPICAL CROSS SECTIONS 1.5"' SM -9.5 SURFACE COURS 8" COMPACTED AG( BASE COURSE, VDO OR #21B DEPENDINL UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - ALLEY NO SCALE CI CG -6 CURB & GUTTER POINT OF / FINISHED GRADE 1 -1/2" SA4 3" BM -25 12:5' (TRAVEL LANE) CG -6 CURB & GUTTER 11' ' 6" 21 -A s 12.5' (TRAVEL LANE) TYPICAL STRE'E'T SECTION' UPLAND 10"v sF NOT TO SCALE POINT OF CG -6 CURB &GUTTER FINISHED GRADE 1 -112" SM -9.5 PARKING LANE 1AY 4' UD -4 • 6' WOT 4" BM -25 8" 21 -B UNDERORA/N 21A STONE BASE 6, g 10' 2.5 PLANTING STRIP 10' (TRAVEL LANE) (TRAVEL LANE) 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 IG -O - R HT F 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. FAIILURE 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. NO SCALE Table 4: Pavement Design (VDOT Pavement Design Guide) 8' CONCRETE SIDEWALK IIIIIIIIIillllllllllllllllllllllllllllllll • •,...,.. N.. N.,... R1w 30 EXIST. GROUND EXIST. GROUD 1.0' M rl Eri N 0 AIM' z Design Arrl� { 13!{ z Dr O M SIIErtrase Ii a Ulu PemTy 44W01 Drive r_ 146 8.1 cn � SNI -9,5 R1 -- ' z W co i 3 ;# 0.6 o to I EXIST. GROUND 3� O O V H Q 8:(? I Shl -9.5 N 2.25 z 3 N w z 1 oT T V `O 1 5 646 Q 7.4, 12.33 SM-9.5 E 5' EXIST. GROUND BM -25 w z 5 LLAN77NG STRIP CONCRETE SIDEWALK 1.0' > 13.43 1 Icldkttg Run Urtve 400 5 ui . 8.4 8,1 11i.88 T SM -),5 ce 2.25 ,y tihl �5 3 POINT OF CG -6 CURB &GUTTER FINISHED GRADE 1 -112" SM -9.5 PARKING LANE 1AY 4' UD -4 • 6' WOT 4" BM -25 8" 21 -B UNDERORA/N 21A STONE BASE 6, g 10' 2.5 PLANTING STRIP 10' (TRAVEL LANE) (TRAVEL LANE) 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 IG -O - R HT F 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. FAIILURE 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. NO SCALE Table 4: Pavement Design (VDOT Pavement Design Guide) 8' CONCRETE SIDEWALK IIIIIIIIIillllllllllllllllllllllllllllllll • •,...,.. N.. N.,... R1w 30 EXIST. GROUND EXIST. GROUD 1.0' M rl Eri N Pnvemen# Uesil;n R 1.0 0 AIM' 11cv Design Arrl� { 13!{ z Dr SurPaee h H M SIIErtrase Ii a Ulu PemTy 44W01 Drive 96 5 146 8.1 N � � SNI -9,5 11/2 2.25 J 3 2.15 i 5 0.6 12.83 N I 5 194 W0) Q 8:(? I Shl -9.5 N 2.25 z 3 N W 5 0.6 12.83 V `O 1 5 646 Q 7.4, 12.33 SM-9.5 11/2 W BM -25 w z 21A Pnvemen# Uesil;n R 1.0 LaentiakT AIM' 11cv Design Arrl� { 13!{ SSY Dr SurPaee h H Base b a SIIErtrase Ii a Ulu PemTy 44W01 Drive 96 5 146 8.1 8.1 7.02 SNI -9,5 11/2 2.25 E3h5 -25 3 2.15 21f1 5 0.6 12.83 PYiTmy' We[ 1 lane, 114 5 194 8;1 8.1 8:(? I Shl -9.5 1 1/2 2.25 BM -25 3 2.15 ? I A F 5 0.6 12.83 Wand Drive, 596 5 646 7:4 7.4, 12.33 SM-9.5 11/2 125 BM -25 3 2.15 21A 6 0.6 13.43 1 Icldkttg Run Urtve 400 5 17U . 8.4 8,1 11i.88 T SM -),5 1. Id2 2.25 ,y tihl �5 3 ?.IS ? l F1 6 0.6 13.43 Golf Drive 927 I 5 977 ll'.6 11.6 13.10 Slat -9.5 11(2 I 2:25 C3ht -25 1 2.25 21[3 8 0.6 17.18 BORE TEST - LOCATION MAP 1"=100' 4 l I (TYP.)\� ` BLOCK 14 L 06 z D Lit - = w z G1 (� nz w 0 C V) z Q J J v O ° L a° c o L � O N L 3 s Q) L a °- �, x U N D o :�5 0-- °_ O ID C n " .3 O S T � D ° EU) D C C o D U _ Y N J0, ,J ° 7 U o �1_� n c: 0 J C .2 U U Q o = a U) a o U U = o U - x Ill v E ° O ° m � O (n D = D ° N C T� D L U o ul o D � D D C _c D � fn O c ° ° o _ a a� _ aT o_ N T � C - D J - O � vJ U) 0 U W 0 Lu F- z Q O J 0 (1) � 2 v O LLJ o i c �U W M O (--- T-1 z D Q U u l I (TYP.)\� ` BLOCK 14 L 06 z D Lit - = w z G1 (� nz w 0 C V) z Q J J v O ° L a° c o L � O N L 3 s Q) L a °- �, x U N D o :�5 0-- °_ O ID C n " .3 O S T � D ° EU) D C C o D U _ Y N J0, ,J ° 7 U o �1_� n c: 0 J C .2 U U Q o = a U) a o U U = o U - x Ill v E ° O ° m � O (n D = D ° N C T� D L U o ul o D � D D C _c D � fn O c ° ° o _ a a� _ aT o_ N T � C - D