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SUB200300140 Plan - As-built Final Plat 2017-10-28
a 0 ° 0 c a ° c a C3 C3 Q O ° 0 s_ U 0 L. ° 0 c > a E -a a 0 z_ w W W z z Lit z J a 0 Q GENERAL NOTES OWNER/DEVELOPER: JESCO, L. L. C 1.150 PEPSI PLACE CHARLOTTESVILLE, VA 22906 USE. DENSITY- STREETS: ENSITYSTREETS: DRAINAGE DISTRICT., WA TERSHED: TOPO & SURVEY ENGINEER: COLLINS ENGINEERING 200 GARRET ST, SUITE K CHARLOTTESVILLE, VA 22902 TELEPHONE. • (434)293-3719 MOUNTAIN VALLEY FAX: (434)293-2813 RESIDENTIAL DEVELOPMENT - RURAL SUBDIVISION CONTACT MR. SCOTT COLLINS, P.E. EMAIL: scott®co/lins-engineering.com N/A. ROADSIDE DITCH SAMUEL MILLER S. RIVANNA RESERVOIR TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYORS, LINCOLN SURVEYING, IN AUGUST, 2010. TAX M.AP NUMBER/LOT NUMBERS ADJOINING OWNER R INFORMATION DEEM BOOK/PAGE IDENTIFICATION 08900-00-007073F1 ..... ......... EVERGREEN LAND COMPANY ........... ......... . . 3033/269 OVER 08900-00-00-073F0 FOREST [AKES COMMUNITY ASSOCIATION INC 3033/269 B ..... 48900-.00-00-073EE :... EVERGREEN LAND COMPANY3033/269 c 08900-00-130-073E8 EVERGREEN LAND COMPANY 3033/269 D 08900-00-00-073E7 EVERGREEN LAND COMPANY 3033/269 E 08900-00-00-073156 ........... ...... . ...... . EVERGREEN LAND COMPANY 30,331269 F 08900.00-00-073ES EVERGREEN LAND COMPANY . 3033/269 . G 0 3900 00 0 073E4 ..., EVERGREEN LAND COMPANY .... .. .... , 3033/269 H 0#39013-00_.. 00-073E3 EVERGREEN LAND COMPANY . 3033/269 .._. .... ........... � 08900 00 00 073E2 ..... . EVERGREEN LAND COMPANY ......... ......... ..... ....... .. 3033/269 . 0890000-00-073E1 EVERGREEN LAND COMPANY 30331269 K ..... ........ 08900-00-_00-073E0 EVERGREEN LAND COMPANY 30331269 L 08900-00-030-07309 EVERGREEN LAND COMPANY 3033/269 . . 0#8900 0.0-00-073i?8 EVERGREEN LAND COMPANY 3033/269 N 08900-003 00-473137 ........ BAER, ALEXANDER 8 OR ANNA K _...._ 3033/269 __........ 08900.00-00-0731)6 EVERGREEN LAND COMPANY ............_ ...., ..... .......... .... 3033/269 ....... p' .... 08900-00-00,07305 POOH, JOSEPH 3033/259 08900-00-00-0731)4EVERGREEN ............ LAND COMPANY 3033/259 R .............. . 08900-00-00-0731)3 STERNBERG, SHANNON MARIE ....... 3525/399 S 08940-04-00-07302 EVERGREEN LAND COMPANY 3033/259 T 089003 0-00-073DI ..... ARCHER., ROBERT I OR SANDRA A . ._ _ ... .. . 3508/551 U 08900:-00-00-07300 EVERGREEN LAND COMPANY ......... .................... ................ ..... .: ........ ,... .,.. 3033/269 ...... ... ..., ... ..... v ..... ,. ...,. .... .. ,.. ........ .,........ ..:.... .. .. ... 0890G-00-00-07362 07362 ...,......._ HUE, KAI OR WEN WANG 3471/734 w 018900-00-00-07307 EVERGREEN LAND COMPANY ....... ....... ........... 08900-00-00-073G1 WATSON, ANDREW OR KARA 3454/592 y 08940-00-00-073GO EVERGREEN LAND COMPANY 3033/269 z 08900-00-00,-{1731=9 EVERGREEN LAND COMPANY ........... ............ . .......:... ........._ 3033/269 ._......... ............... ................ _..... 08900.00-00�073F8EVERGREEN LAND COMPANY 3033/269 ...... BB ...... _. £38900-00-0£3-0730.5 ... EVERGREEN LAND COMPANY _ 3033{269 ..._. ......... cc ;038900-00-00-073((36 EVERGREEN LAND COMPANY 3033/259 DD 038900-00-00-073F7 EVERGREEN LAND COMPANY 3033/259 EE 08900-00-0"73F6 EVERGREEN LAND COMPANY _. .... 3033/269 I=F j ...... ... ......_,._.. 08 003 00_00-€173F5 EVERGREEN LAND COMPANY 3033/269 I GG £38900-00700-073F4 EVERGREEN LAND COMPANY 3033/259 HH 08900-00-030-07.300 ALBEMARL.E COUNTY SERVICE AUTHORITY ........ 3231/567 � 08900-00-00-073F3 EVERGREEN LAND COMPANY 3033/269 jJ 038900-00-00-0173F2 EVERGREEN LAND COMPANY 3033/2619 KK MAP SCALE: 1" -- 21500' SAMUEL MILLER DISTRICT ALBEMARLE • VIRGINIA � p `Sy Q SFT 0 1 o x ko T Uv S B SE c COMMON DR VE N 80 00 Y W j� o �a M z / L 90 AA S��FT S � J� K 0� �p0 oQ w� p� � 4ti J t� DD 0 o° �N I E H B o 0 O FF 130 00 Q4• E HH r4 Vo`� II 0 a D JJ �s C KK A - SHEET LAYOUT SCALE: 1" = 500' r% LEGEND CURRENT OWNER DEVELOPER ------------------------------------, EXIS77NG CULVERT CUL VERT EDGE OF PAVEMENT 3 DITCH LINE AND FLOW DIRECT70N DRI VEWA Y CUL VERT BENCH MARK VDOT STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR J ESCO, LLC. ]' 11150 PEPSI PLACE CHARLOTTESVILLE, VA 22906 ENGINEER COLLINS ENGINEERING 200 GARRETT ST,, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 GENERAL CONSTRUCTION NOTES FOR STREETS 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. J. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREA TMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS), OR THE COUNTY ENGINEER (FOR PRIVATE ROADS) , OR DESIGNEE, IT /S DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF THE PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PA VEMEN T WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. 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. 8. 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. 9. 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 /N ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 10. 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. 11, VDOT STANDARD CD -1 AND 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. 12. A VIDEO CAMERA INSPECTION /S REQUIRED FOR ALL STORM SEWERS AND CUL VER TS THA T ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE .ROAD NOTES GRADING 1. THE L A TEST 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. 3. 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 PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAIN S 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 MIN/MUM 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 TIONS 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 1/EMFN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF TH, E 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, II, OR 111 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 BASF 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 BASF 6. BASE' MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT /S APPLIED. 7. PRIME. COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME CDA T RC -250 @ 0 3 GAL.ISQ. YD.). 8. BITUNAINOUS SURFACE TO PE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPOI?TA TION SPECIFICATIONS. 9. ENCRIOACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WA Y, ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY LIST _ . GENERAL CONSTRUCTION NOTES 1. PRIOR TIO ANY CONSTRUC77ON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXIISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA770N (VDOT). 774IS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT 7HE REQUIREMENTS OF THE PERMIT. WHERE ANY DE!SCREPANCIES OCCUR THE REQUIREMENTS OF 7HE PERMIT SHALL GOVERN. 2. ALL MA 17ERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED /N 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: VER77CAL). 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 /S DEEMED NECESSARY /N ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAFFIC CONTROL DEVICES' B. UNLESS OTHERWISE NOTED, ALL CONCRE7F PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 111. 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONS77?VCTION INDUSTRY (29 CFR PART 1926). SCOTT "R. COLLINS�?, ? Lic. No. 035791 � '`�►s10NAL E� Sheet List Table" Sheet Number Sheet Title to ?o DSO,, 1 OVER 2-10 ROAD PLANS U 11-14 PROFILES 15 CROSS SECTIONS AND NOTES 16 DETAILS SCOTT "R. COLLINS�?, ? Lic. 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I 11 , I" \ 11 1'1\1 ", �, " \ �I \ \ ",_\, 11, -, I 11 \ (DB 31281 PG 589) .1 I - i / ./ /// / / / / / / 1; \ 11 ! ,\ % \ , I , .,_ - i / /I , \ 1__.. - � -l""', \ ", 11 \ \ I/ f "" ,--/ 1�___ I, / ( / I " \ I _�� I... I \ � , -, � - ! - �, , I I ", , \ '-,, '\ \. 11, \ i I,- �_ -, , 11.1. I """ j I \ , I,,-11111� \ \\ I., 111. I'll. I" I \ \ ,_�,,�, �, \ , \ �,_ _, - '11--, -_VAR, WIQTH\\SLOP,E '� I 11.1. I .1 I / . . 11 I/ \I 1\1 1 - ,\ , - - 1, , I 11 I le'"-..-", /I / / I / / / , / I \ _11..�,,, I-- - 1-. I I _ 1-1-1-1.1-1., ._ A�VD-,DRA NAGC� E-SMT\.., \1 � - CL 540 1 _ I/ I / / I I ,I \ � \ I - . _ � . , , �, ,/ / i / , I - �1_11 , , *_� \ \ �, �, '\ , \ .11, --- I/ 1 /,�_7 / / I/ I" I ... I �Z_-. , \1, \ \' _", \ "''"'.- _11-1- I "I - 11 �59' I _� ". � I \\ I� I . 1-_-1.1 _� I.- , CL 537.73 - I _,_1 A ! � \1 , I, .. \ \ \ I � -1.1.1-1-- .- ", 6� "', I" , I / \ / I, I / _1__' �:PI I, ,,, I—- -_ �_ ',1 I , 1\ '� - - --�D�8912,8\PG,1589 � 1, I \ / ,� / � \ / / \ / ___' I � �., \ �, - 1-1 ... -, .... 1-1., - I \ , \ \ "I / , I i - _`�' , \ 1*� I , , , ", 'I,- .. .. ... . I _, ____,___ * 11 ,\, I \ . 9 �l, l, I/ I ! � I I _j I / I " __ , ,\ , � � " l, _ . 11-,", _pI i - , / 1-- .1 �_ I... " , -, I \, \ S 28 " " -, \_ / / I i / , \ - __ ----I--- , 11 ,� 11-� 1, '_ , 1� " I" - ___ _.,__.___________ ,\�\\. �\ \ \ V 5��31 '\ ' EP 54 J" ___ .-,-- \ . I J t I ! I I � - I-, \ \ t 11 � 1. ,'\ \ \ __,_ ,,, .", ___.___. � ''��. 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I - , , ., 11�� - - , I I I / � \ I � - - , � I , �____� - .11- ..... . -1-111- --- I � * 1__ - ,_ �_'- __ I t EXISTIN�E-Dd OF 0 EME,NT \11 , I �� I -, � �' " 3 , ,, , 1, %. � / "" _.- / � I-, / � / _ -.111 - - I ,AVE \ . 11, 3 5. 10 '�, , I � . / I I -, I/ j j - I // ,I ._-.1 _ - _-.1-... - EA SgMF_N T I� 1 , ,_ � , " \ \ / \ \ \ � \ , \ ,\ (/) / /, / ." ___ ___ __, -- -D�R,jI28 PC. 5- �q _ __ - \ '\ I " -, __ __ ,,, , �, . - ' 'b\ ' \ � ( / // /I 1) � I \ / / \ \ \ / - L . - JNV,.--bbT�Ik0�. ', I \ / // l I-" -1 __1 - 1.11111, _ 1111 _ 11 - - -------- 111 .... � _ 11 __ ,�-,/,_,�__ " EP 532,�79 1 _ --l", '1 I I _... . . \.\ N _.:L \\ I f �( , I/ / / , ) / \ -- , - 1_ I-- - ... �1, - � -1 , \ \ \ / I � . " I , , , 11 -1 -_ � I , -, , \ , . / 1 /I - - ____1 / - " ,-11,1 4, I- I � \ '_ \ , \ \ / / / - ____,') <,----- I I , " " I I \ \ � I / /I'- - I _.,._1 "' .11 _1 1-11-- . -_ , -1- I I - - I I . _--\�_` "" \ \ �_ ' "�1,\/ , � / I / \ / 1� . 11-1- � I- _11_1_ .I.- - - IV - I CL 5i2 9 - � - \ I - I I .� .1 -.1.11-1 .. .... I—— - ... � "",__ ___ Zvv �, '\ - - I , � , I \ \1" 1� 1, \\ \ \\ \\ I., - 1," 111- � k / \ ; / / / // I 11 __ __ ___ ____ -.1, 1. -1, - --*"Bmp ___ INS'rA1_ , __ __ IN I ___ � -'.'7 - �,\,, " , \1 ", .", .\1 \ , � �\ \ \ \ " \ ,� ,.,� 1"1'� _', '11'__ \ ,, " I \ / I I / / if /// / � / / / '11'�", \ _ / / / , � ____ --- ___ 11_11_______.__ � ------- - I.- � � TAL D sjo� \ 2. -9,/ 1'� , '_�,., . '' ' '\\ " L."� I., ,� .�. / I q /I / - , , , \ I 1.I I j, . / 11 , I / / X �,_ - -----,---"-, ______ ------- 11-- _,__ESM_.-' / - - - I EP 53 �1, '\ , , , " -, I � I / / / - _ __ -.1111- I I. -1 1. ___ __ I_ I.. ___ __ . '�'L /DN " -,,, \, \ � - 11, � ...... - -, I 1. I ! 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Q - - --- D. 6'3128 ---/-\ i . � - I - , \ ,/ / \ --,,5LOPE AND , , � - _ I / lo i 01� / / / / - - 1. , - -- _____ '--I- -, -, - 1 - , � , "" - __ - , t \ - / / / / / ./ / ___ __ I _-, 11.111. 11- W_ . � _11" __ __.- " , / --- -, I " dRAINA G E . \,\ , '\ \11 \1-.\,\',-__ " , , ". - __ __ - -.1--_ __1 - 1___, I '_,.." I " ,,,I f . � � I --,0,5g_ / I // ,Iz` -, � � " t, / v - � I / \ � '. 1, , ', -1 � .... - - -11 I.- , -, - \,\ 1\ 11 \ 1_� � z r- z - _' � ... Z --- �_ - ____1 . � " � ' ,\\ 11 � <<� , " ,. ., - - 1- I I '� , I � __ - - _ - _ _ - __ - - __ _ "' ---,. - - is " . __� - -'- D. B3Z28 G." 9 ,\ , - - - \\ , " 1_,, -1 -, - - '__�, , �\ --i 0*") . / I / / , , "" - 111-1- - - _ - - '. --- - _._ - I - " ___/ / ", __ --- 1�, . - -, -1-, 1. 11", 1, "` " ., - __ _ - -1 -1- -, __ - � " , I", I f I / \ I 1, / I I / / /I - 1(1) _ - __ __ - 11--, - I _11 1_-_ b- I --- - - - - -, .\ , '\1 V 1-1, ,�_ , " ---, - _ __ - .11-1 1�, ," _ . , �, ! 1-11 \ \ ` � ,� , Z / � , z - ____ _ -.1"', - / -----,-I - _ - �, 1, \ 11, , " 11 �� , � � , . ____, - , , - , __ ------- ___ ___.1_1 .- __ 1, 1 111, __� 1'� I ,� 1� \ . \ , � -, -, / I // - - -.4 / _:�� 11 I---- 1. I 1, _ . _ --l'...." - ---- - -_ -- - _ 1'�, _� - _ - , , . 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N =-683.41. - ___ __ -1. � / I __ / I /111, -11_1_ __ __ .- I I- __ - ______ - ___ ___ - ___ .... ___ " _____1- _ _", ---.-.,,. __ I--,---- - __ I*----- __ - -, --- _ ,-- - - ____ --,--- , __ ___ , z �_ / _ - ___ \' - . _4 / CL 69 43 -1--\ __ -- �___ - __ _. , - _ __ Ix , / / / 7 _ \ � _-1 _ _ .__ -_ __ _ ---------- __ _., __ ___ -1 _.- - ____._ �,� , , - � ,� - --- X I __1 i "I, - . __ -.---- -, .1- \ ... , __ __ _. -- � .... 1-- -_1. - -1 -, . _11 ,�' I -,---, , _----__. __ - V INV. OUT -678.43 _ i ... � 1. _1 --- , , ", / _11_1_,�,� - -,-- ____ ;_ ___ - I . . . . . ....... ...... � . ___.., --------- - __ I __ - _ __.. - - - __ 1� I -1 - -11- �, �_A 1 / / / . \ - , _ --- 11-.1, - -------, __ - - - ----- - � -_ .." .... ___ ___ - __'_ - - ____' - "I �,-" - -1 , 1,/ / ------ EP 689.3 '- --- _ - . . I / I / "I // - ___ � __.- "11-1111- _'. __1 , .., - -, _,_,_ - ---- ___.- _ - , __". I I " I � , /I/ -11- __ --- - �. 1. _. I I, I � � I—- .1 - � --- -111 - . -.111 CD " "I / /I / ___ _ \- .--..-,- _______ _.______ .... __ - ----- __ � ... I ..... - � _ -.- __ --- , - __ _-, ___ ", �, �- -_ �,, , " - \ -1 __ _ ", 11 EP 691.4 / / / ___ _�,__ .. _ - ___-___ _ . ...... _ ___ - __ _ _ - __ ... - __ _ -_- - ____ __ ...... -, ___ .___ - ____ - -1 - - � _ ,�_, --- �- " ',- �,/ I/ - I / -_ I . , , --- � - �__ ,_11 -11 , " -11.1-- I " -C-L_6§9�57 - t�p I __ ___ I , ,/1 / ,/ / / / , / '�"___ "',1-11 ______ � --- --- ------ __ -------- __A----7 �C'-____ _ -, ...... - ____.. � ----- -- ___.", � -, ___ - ____ -, __ - ._ --- ---- __ - ".. --- 1_1,___- __ --", ----,-- , - ,-� "', ,� 1� / --- 11 � - "" _ -_ 11 - - - _-1 ..... _. -1 __ - ( - ", -, ___ _ - -, I— - - __ _ --- � - " _ _ - ... 11-- � -- I , - --, --- _,� , ......... -,-. 111. - 9), , I "I / ----I-.--- 1, - __ - _ ___ ____ - _-_ " -,- -1. -,-- , - __ - _ _ _. - _ .. ...... -11 '_ _1 -- - __.� _ _-, _ - ,-.1- --- __ -.11. __� _'. � ____ - " , I . 'i` / , \ \\ , , � - \ \`�,_,\,_�_" - ,iii��, � � - 1 \ � - - \--\", - I \ \ F-5 --. \--,---,-- I � ��\ . � � I A _ � / /, // XISTING FIELD ,, .--- \____ _ I -1 / � LOCATED GRASS ,,, __ -1. ".. - _. EV 689.99 _ I '. � . ........ . ,,"/ ,/ " / ", / � I -- ------- - ... - _ ---- ..., _ - I , -, __', _ - - � . .." _11- I __ _- _ - � _1- � -1 __ --- __'. . - - V, - ___ "I ", / I / I/ DITCH LINE , ' N, - --11 , - _____ .11-1 -_111-_ _ _ --- _. _ _ "'.11--1, - - - ,- __ - __ _ - .__ ___ _.____._ ... I—. ___---- ___1 - __ ___ ,----. --- - - ... " � 1-11 " � 11 1-1 " - - ____ - _ _. ,-, __..' ___ - ___ - I �,_ -1 ...... -_ - . _ I - " / , I .1 1, z _-1 ., 1-- __ __ - � __ _ - - -, _ � - EXISTING FIELD - 11, 0 . ____-, I � / / ,� " -, - � �. 11 -_ I I I - I � -.1_.'_-1_. I - -_11-1-, __ - ------ - __ __ " -, __ _ __ __ ___, _ _ _ C�' - , \ ---- , ... . -.1-1 ---- � ----- _---.1 ... _-11 - _. - � , '11- ___ _ .. ..... -_ - - _ ,_ _ __ .... _ �,Z i " \ .. 1. -11 . ....... '._ ___ ........... '111.111-..". . ,_-.1-1- ___ _-, -,-- - - ... . ..... . . __ - __ - ___ -,--- _ � '. " , ... _ - - ___ -, --- - - - \ LOCATED GRASS \1 � ,-, EP 68952' 11 / ! ,z ___ � � _11- - , - -\__-'_,_�-_ __ _- - - , __ . ...... - ___ -------- " I ". ...... I __ ____ __ - ----.-. , �� -11, � \ _', ,�_ --1111 . ---1 _ - ---_ __ 1-1_11- , __ - __ - __11 _11. __ - -_ -1 -_ " --- ."'.- -----I- _ --l- \ DITCH LINE \ 1, _."'.., __' �,��. /Z / �,, I 11,1 _ --_1 V__ I-— - - ,-, .- 1- 11 -- ---- - -1 ... _ ___ \. "(w— � .. ..... I— ____ .- ____ - ___,-- _ "..1-_11. __,", . ,� ____ - , 11" ,--. ___ "' __.- \ � I ' 11 / /Z 11 � .. .. - _ I _1_ __ _ - - , __ --'- ------- ____.____ __ ,... __ I _.1- - -, 111.- ... 11 �- _ ___ _ ____ __ __ ___ _.__ .... I—. -_ I � \ I -, - __., SD -56 ---' ��,, / / /I 1, -.11, �.., ., ----- ___1 11 ... - , ______ ---,.,--, - . .... __ __ --- " - _ ...... __ _-, __ __1_.___, ___ - ___ ._1_._, - - ___ , _ , _ VIP��697.07 - \ - - I . t,P " - -1; I \ __ __` - --------- I---- - .11--, I—— - .690.85 , 1-- � ... - - , __ I fill I 0 , 1_� S_ �J� 7 7�,e'; �n� 'I , 'SCOTT R. COLLIWZ CD 1__� ,C) Lie. No. 035791,'t�. 0 "o �' !-' / '��' '��'S I N'A i�o) � 00 it �4 �g �_ �.� �� tfi V� . i" z44 "4 9 �� � C/� I ... � �" J �J4 �4 r4 1� Q_� I 9 0) 0) 0 0- , D CL >1 c 0 � IR _0 Q) V) :3 Q) -0 — 06 c z = 0� - Li � L'i U) z -0 �5 c: Z 0 Lj - , cn 0 z 0- :1 _j �_ -E 0 Lij � C) 0 � WQ) 0 0 � _r _C c 3� Q) U) F_ V) c: 0 C) _0 0 c :7 (-) (1) -6 :t� 0 � 5 0- 3: a) (1) 12- � U) (1) - � -0 0- x 0 , a) 0 Q) < C -C 0 >, � E n 0- 0 w -0 _c: c: :1, a 3�: 0 0) _�f .E cr `!� W.0 LJ CO Z 0 C z .0 W � 0 (n :) � �� - __j .0 0 0 � , 0 0 -�, >1 0 � c: " 0 Q) 0- 6 0 � .E 0-0 - 0 .2 .� -0 co - -3 C -6 0 . x _�, Q) 0 73 0 � 's- — - , M c a) 0 " 0 0 0 V) � , r- -0 0 0) E � :3 �: Lu 0 _j 0 — �_ -0 — U �_ 0 -0 c I— 0 — r_1 0 Lu Lu _r P ::� 0 -0 C.14 - 0 CL V) - 0 1 > SCALE . V) -02 . C 0 1 11=501 a c . U) - , � 0) C, > SHEET NO. D_ a) 0 9 Q) cn V) � a) C, — _c:: -I— I— 3� . , - . 0 - a .. a - � 00 it �4 �g �_ �.� �� tfi V� . i" z44 "4 9 �� � C/� I ... � �" J �J4 �4 r4 1� Q_� I 9 0) 0) 0 0- , D CL >1 c 0 � IR _0 Q) V) :3 Q) -0 — 06 c z = 0� - Li � L'i U) z -0 �5 c: Z 0 Lj - , cn 0 z 0- :1 _j �_ -E 0 Lij � C) 0 � WQ) 0 0 � _r _C c 3� Q) U) F_ V) c: 0 C) _0 0 c :7 (-) (1) -6 :t� 0 � 5 0- 3: a) (1) 12- � U) (1) - � -0 0- x 0 , a) 0 Q) < C -C 0 >, � E n 0- 0 w -0 _c: c: :1, a 3�: 0 0) _�f .E cr `!� W.0 LJ CO Z 0 C z .0 W � 0 (n :) � �� - __j .0 0 0 � , 0 0 -�, >1 0 � c: " 0 Q) 0- 6 0 � .E 0-0 - 0 .2 .� -0 co - -3 C -6 0 . x _�, Q) 0 73 0 � 's- — - , M c a) 0 " 0 0 0 V) � , r- -0 0 0) E � :3 �: Lu 0 _j 0 — �_ -0 — U �_ 0 -0 c I— 0 — r_1 0 Lu Lu _r P ::� 0 -0 C.14 0 CL V) - 0 1 > SCALE . V) -02 C 0 1 11=501 a c . U) - , � 0) C, > SHEET NO. D_ a) 0 9 Q) cn V) � a) C, — _c:: -I— I— 3� � r r i i , Y, .t t .ti w , . _ ` t � , ti l t \ t „ ^, » e - i ♦ � t i t 1' { \ J , , , ( I , \ , i\ , , \ , _ , . , t III---- - ------ . ..... ....... ...... ... ---- .... ....... --- --- -- ----- _ , _ i , ^ , i\ \ \ \ \ 1 '. t � , .... ...„,,, .. --.. -. r •} ' / \ "fie. � to ^ - , , „ t \ „ws „ \ i .e - r 6 A _ - r » Y -. _ Jj i 1 _ " )t www l . ,. ... ....... ....... ._.. ... ,....... ` .. .. v t ` r , f , , 1 .% .... _ -.-. - ... _.. .- _.... - .. .. 1. _ ............ ...... __.. J. I , i i I � J ,, i • ' _ t i , i _ _...... ... `., \ "•,, .`, i 4 t t i 1 - _.._..-_ _ f , EP -695.74 , E t _ \ , t / � � - ROW LINE . r y i 1 f s } i02 i/ '• EPS i77_.._ (DB 3M PG 5189 ) 7L_. C-L'69�6.27 EXISTING EDGE OF _ _ _... �`"� L : PAVEMENT - . ..... - ..... : t I EP 694. - - , , -.,.` •, - .``'`. ''.�.- ._ _, ' � ' i I ,/ � l' / / `;'.. EP 695.29 64 / 1 � 41 CL 695.49 EP 693 , 5 CL_6.94.5i" CL 693.74 / /' STING FIELDIEP 691.70 i "- EP 692.92 GRASS : : CL 693.12 1 OI DITCH LINE i - _ 640' `, � i r'r / s , , , , EP 695.74 1 .- --- _._--__- __. , , _.. � i i , �' VN NE Jar -=-- S � Mu-_._- _.-._ '-'.`- _..• _.. _. _ 4 -.:i /"�.- // i ',' �D LZ _G-589 L..(F r D P 69 07 r r 1/ '" A PLAN �M APPROVED E ROAD 4 41 DITCH NOT _ S R _ 'INSTALLED - :.- , ,'`. E IS71NG FIELD .J .90' , /i CL __ _ �. , CL 691 \ -LINE _ _ _^ I 2 _ - A RAS P 691 l EP � �...-�-.,.- ` _...EP 692.92 E \ ` `STALL = �''�. EP : 7 DITCH LINE � - "`�DIT`CH LDNE,. - LOCATED GRASS , : 1 / r" j ll _ / •4 , /l,. 1 , IIIf ;r : j . ...... - ----- 23- I.. .......... ... ------- .... .. . . ......... f ' i , - t , -- - , jj •,. `, by . _.-, i ... ....-.... _. .,. -_,,,-"'"` . r. '�, GR1�P�IIC SALE "�" _ � , 50 \ 0 25+, 50 _, 100 240' - ,I........ .... All, IN FEET , , - /SCOTT COLLINS� U Lic. No. 035791,E �SrCNAL Y �� Z ,"•+.� � ff�,rj 7r - ME ; ME I• . SCALE 1 "=50' 0 n_ a A L O w O U, �z Q � W w z �05 �Z w LV) L1 J uis J Q Iv0 3 0 O ' U N N U -N !2 r N N � X ° v 0 O � O a '3 CJ Q7 Z � W � Wz vy z o U J � J � o r) U U 0 0 s= i o 0 m a U O v � 0 O 0 N 0 N U i` LU UO mom-. D 0 � �o F- v LU � 0 � � U O C to a N SHEET NO. o � o v � Imo— 3 �N • • « • f_ ,"•+.� � ff�,rj 7r - ME ; ME I• . SCALE 1 "=50' 0 n_ a A L O w O U, �z Q � W w z �05 �Z w LV) L1 J uis J Q Iv0 3 0 O ' U N N U -N !2 r N N � X ° v 0 O � O a '3 CJ Q7 Z � W � Wz vy z o U J � J � o r) U U 0 0 s= i o 0 m a U O v � 0 O 0 N 0 N U i` LU UO mom-. D 0 � �o F- v LU � 0 � � U O C to a N SHEET NO. o � o v � Imo— 3 7'34 TK OCA � 730 SCOTT COLLINs�?, U Lie. No. 035791,E 724 720 _ W IONAL F, 710 7'10 - 700 0 x'04 LL_ w 0 fi90 690 � < � Lu i . _ U) co c�0 w Ci ui Z< w L13 680 O z z ori 880 HORIZONT L SCALE -- Q� 50 0 50 100 FEET < 670 ce Q SCALE: 1"=50' Bio VERTICAL SCALE _ 660 5 0 5 10 FEET 660 ems, SCALE: 1"=5' Lu (N o 650 cS C co c N C_ i o 35# Z 840 PM ELEV = 597.81 _ A.D. 9.10 =1.98 - _630 630 y'�� L GH POINT EV = 892.7 - w N POINT 5 86+27.27 P111 STA 86+00 620620 _ -- PM ELEV = 58 y'y .56 � � V _ _ _ A.D4 — —8.80 �yyj K .-' 4.0 _ •Dv _ .'.,•5.3 K 37114 u j ' 300-00' V4 t � 810 610 +0 .- pyo LOW 1 y}�+ INT ELEV -� _ 5844 04 to + �! -� " m m to v -to "� LOW. PO NT STA = 95+23.47 a CL 6n 4ii W _ # _ soo 7Po se .a LLi ♦�� i.Fd N T�" P Y i ELEV V = A. D == 9.80 561 , 7 0 to -� Vr ♦�� --_ 3 i E Room Mme-.., 6o O >n e K - - 24.41 o0 crn oC� Lo W -_' �'�� ,,- 4 90 y �--- -- E .-„_.�--,».�.... -..,- �, . .... ....--..�• - ^�. -- l�3 uj 590 L9 �C, m az { I �r j j f Q� � T!A'. •ln..•• V I 4 t i F n M. �"`'+.__ { to �i �: '�: iii 2 t ! 1 (r ITJ i s i ( � ' '< ££ {{ /�...,.,,,..,/` ( 580 f.'. tF �t- 'SIJ GRADE £{ cs, � ; 1 Y } i f - �-~---LLJ �g S1G3o > 1 's i '; r , j F S f k g ♦ A LL8 i+41 Q i J i i 1 4 j 'k //��yy m(ni i � Gt i— � � � 1/�+>!. �T�y\ ll i � ac► � �r � f � ' � 3 3+i € j{ i g CD --1 i { i s I. � f } --- �.. i _•_ _ _ t 570 ul �--� � � 5 y /��}—'/ < ;� --`•- S � I � Sit i i .a. r. J � F iEi 1 f � f� € ]�( } k�l � � {5 W ..L.. i { 1 CD-- 1 i t t } 560 56th £ , l_42 �( } i Y ffSTR. k i f ,� _ f i { r } 2.40 5ia�, CL. % 1 RCP r i , ---r EX GROUND0 E)(. GROUND p RIW LEFT' CIL I It GROUND 0 RIW RIGHT 850 550 '# ` PRQPQSED RNISHED” GRADE 0 C1 �r}� t � � � � � : a � t 3 � ; ..�,+w•+....++..r La....� R1QAI ASIDE D!?'GH LEFT 3 t S ? l ROADSIDE DI TQH RIGHT —R yp� {' µ sr�p' {/�s V i V 7 {ill �p� y/�4 A i Yf iid w l . 0 10 �1 j ( COMMONS, ' # pko f y f� �iei�) 'Y Zo W !> > >; ' v LIQ i../ I i ./ .4►.L 4/ .00 `"MPH DF►S'1ok Spw d ad J 7t • G 2 3f $i3 ; !f) its !\ Ed�'j i�; �, N j M Co 00 C73 kD N NI (o �" {y� �. �i} M 0 M 0) 14) � %a-^ }� W — LrLLJ $% Lt.. CO is M M '� ao (�' C{� t� iii+ as tD N e ii7 ' O C�% M s . , I r7 N {tij a ° '� Lj , t31 .� r-- • , CO ; N ° o t- .r- N o Ol n O(3 o a , L , rn o °± , s^� rl e v^. N , M! M . O � Ln � • . N s oo c- • .. CD M7 M .-i *"" , ti9 s { ? . o LS} iV ern Ln° Ln M nj �, e i3: iti {{�° dO h d 9 tlCt . O GCd f� tf3 tD � �» d i(}`' l[z d1) o if? h t Ori Ci% 00 00 � Ui i±i �i7 W (�} Ln $h oo co Lt7 �X3 � o0 4A rn Ln � Ln iii St'i Ln � 01 � Ln ( �� mf Ln! 0) Ci s.C3 Lit L!•I f73y dA rn gri to w C7 � ti3 � CO rn W � O o �'D (� � aO o s» ',. : 0'1 V-.. � C4 00011 .-i •. . �. r, 1, r\ � to !'� to q) LQ 4n ii? � � � Ln Lf� � L^fS did � � Ln � Ln � � g,0 L � � � Ln � t0 � Ln � },� � tC) k � l0 �S5to SCALE Mm 0) SmW 0) tri Lo � Lo to Ln to Ln U'b Ln u� u? Ln LLnn 0) U? Ln u7 in ui 6C� V. 1"=5' y90+0092+00 94+44 96+00 98+44 100+00 102+04 144+04 106+00 148+04 110+00 +00 112+00 114- ti: 1 "=50' -00 86+00 88+00 SHEET NO. 12 I rY z T9 7$0 ..4 785 �N 0 -- - _ ' 350.00' VC _ 770 SCOTT CD ULic. No. COLLINSZ 035791 770 _ LO '0 to PV! STA 134+00 s � �Q VAL E w ,'. PM ELEV.= 723.81 760 — - - - - r �, m • .- • r . .� � rw----° �. �.`- � � ,� K 3.33. i _ "`Y 760 200.0 VC VA STA - 135+75 PM ELEV -- 720.31 1 ?8m -= K -- 30. e0 75E# ° to ¢ 0t ' r Z w - Lu 740 ! ,� S t = m *? = 740 ® ® , a PVi STA 139+00 - PVA STA -- 121+75 f , F PVA ELEV -- 697°56 -� _ U) �, Lu U PVA ELEV 00.31 # i n q 4 i ?n— ! 1 1 ( f. A 4 i.%o 5.00 z u) � m o A.D. -� .00 ' f 4 K. -- 0.00 -' +�`, 13� .e.. 1i _ S. �/�f0Li a f# s3 ; { f i t j _ _ l i _ . f ` j? t # 1 ~ f `'....rte'... ^..... -- 730 j uj LL 0 }"" 1i t0 ej...' 25af y 811,x" a s LOW POINT ELEV > c, It , _ LOW DINT STANz B 143+65.38 u PM 720 -�- 00 j { . s' ? _ui --- 2f60. 720 c LU n ' "``,� `` Ae .. N tV t f s , .--'"� , .-+'" �- �° '�,,� ♦f w K 57.69 0. 0, N c» COi W # # --? ; tr) : a_.. w 710 710 _ } PVI q g [� f� A "� 1 3 s7+G - /f'f[(f 3 (¢ i s i i 'yi ®+�f �"+, .� f s ♦♦ o— C) i`" sV,[ ) i PVA E EV 670.31 ,� } , i , ' ; ; f � � � � h, f �, ti + >5 �` >00 `�`a Vt{Ys T A.D.= 2.00 � � 25.00 ✓ � � } 4 t !{ d ®0 04 • . 7+D0 jJ� 50.00* V Y X11 }'� i 4 {� ✓ _ 7n�- 690Lu-- 690 m r } z T 680 ON 680'7! �9 Ano .67 670 `yV 670 } # t HORIZdNTAL, SCALE t 1 0 F ET p f t fi6{i ON �+ 660 �! SCALE: 1' =50' { i j"1 it i s i r i f 3 6s50 650 CL }--- I j j : VERT AL SCALE 5 0 t 5 10 FF}ET s € s 011 1 i z { SCA�E: 1' =5'Lu � 1 I � r ` s f ( .640 1 , 640 i � � F{2j }j{ jj } ; S, 7 � I c ) e y}� ( j 3� 4 e lr � _ 63C� 635 u Lu 620 ul WQ z Nu 610 %� f 6,10 . _ E;?QUNO t� R/W EFT 1 EJC GROUND 0 CIL 2 AX �Jl 6W(f'�•G/ 17 RW RIGHT - 7 5 —' l"'1 6t30 r - - - a { "r _ t I ? } 2 tFP1V1Sf-1Ei 3 t # } , PROPOS EL/ GRADE C� C/L f 3 t ��� 1 i € 4 ? l i ._........ .L... _. _ ........ ROADSIQE DITCH LEFT" ROADSIDE DITCH R/C�tT � j c� 0 590 Soo Soo d § �ys�'� �/�pp �ry�Y#�1�/yy� �![��►�pq I 3 '` j 3 i � � I {# f � F - _ zo d�[,T"dd i t a f 580 I u '580 � S"' Y q... T' rJ(} lD LO W (0 CD�> 0) !` to ± 9^'e O N 00 oo C71 r� 00 0 O c++ t7l °j�" [t co C) CO ® 0 rii j\. 0) Ln O? .--I ,-� (ti r 0 :(� M C7 iV � N t� �' U f - b �-+ COto r 00 00 N i` : a p' M I,r'} f N f n t� f +"1 y `t V �M cr y�ui a w e pd U` a CO a %�" �a ♦ C�of a o Lft e ♦ I`"' e CO ai ♦ tr cD o a \LJ Ln o T� ° it) V.I t' J I� ♦ e V.1 +a l 1.J a t—i MJ ♦ ♦ ° �� l I.i) ,' l o ♦ ° ri '�..i iii e V ri{ /V}�q/a N a �, �� °' O� a `d' a% C}' f M e {ij a � i� (� 4 a ♦ 6 f a �' e a ♦ !"�+ ♦ C3'1 ' $� LC7 M -d 'i �f Q� ul `^� 4 CD p. N i�' S� �Ci ni M S� N Sii �S N � Qi? � iii � L1T to � � � C4� L� � �i d � � M 8 i C`' M � � N g"� t a EOi N iOJ r-� ,-t i� °. h � s- ` , ti Wwu la i� �y '�+e m t37 �i7 ° Q'i al � � ® ISL! --t �. ij to §�j � 04 'r: � # } } Ln Gp OD t71 iii i{7 aM Q V- Ir © �:I v` *Na r" 1� j "+ N �` i ` `" a" + f� P4 r7' °® fi t., r N f.+ i`` "^ N E" . 1`^ .' g fes` �a I ' t� Q` �`h �'• jy *, �`4 1 v (>J Lib � to (0 � ko (9) CO ko j� j (0 LD tL? 0 Gi C3 � Sit r tt^ (ti N � t0 (fl M vn til iLb (t? d co (0 (0 t0 t q (0 iia k { iOr. OD � 0 Qti SCALE 120+00 122+00 124+Q0 126+flf 128+00 130+00 -132+00 134+00 136+00 138+00 140+00 142+00 144- V. � "=5` N. 1 "=5U` 116'$00 118+00 SHEET NO. 13 I rY z . R AIR , Z _ @' 1. ALL MATERIALS AND CONSTRUCTION WI THIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS 2. LAND USE PERMITS (CE -7P) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS 3. VDOT f5 TO RECEIVE WRITTEN i\IO7i'FICA TION 48 HOURS PRIOR TO COMMENCING WITH IN177AL CONSTRUCTION ACTI [/!TIES 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINE'E'R AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES 5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR .ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDI77ON OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLE7ED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED W7H THE INITIAL PLAN SUBMITTED FOR EACH PROPOSED PAVEMENT SECTION U77LfZING THE PREDICTED SOIL SUPPORT VALUE" SHOWN 1N APPENDIX 1 OF THE PAVE14ENT DESIGN GUIDE. 6. THE CON77?ACTOR SHALL VERIFY THE ELE'VAnONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC. , PRIOR TO CONS7RUC770N. 7: UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR F"OUNDAT70NS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER AND VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIR£C7ED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS 8 ALL STORM SEWER DESIGN AND i✓ONSTRUC77ON TO BE IN ACCORDANCE WIT7! VDOT i AND I LD -94 I�D� 72f.13. PIPE W THIN 9. ALL STORM SEWER PIPE- SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM` -C 76. THE RIGHT OF WAY SHALL BE MINIMUM CLASS !lI OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICA77ONS. 10 !F" PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIER AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS 11. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSIS. 12 ALL ENTRANCES ARE To BE DE'SIGNE'D AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS, RESIDE'N77AL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CR17FRIA: ALL DRIVEWAY ENTRANCE" CULVERTS ARE TO BE 15" DIAME•7E'R x 20' LONG PIPE AND SHALL CONFORM TO PE -1 PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE T03 BE INSTALLED WI THIN FIVE (5) FEET OF PROPERTY CORNER. • VDOT STANDARD CG -9D ENTRANCES SHALL BE INSTALLED IN CURB AND GUTTER NEIGHBORHOODS. THE SAW CUTTING REMOVAL OF THE STANDING CURB IS UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EXISTING CURB AND GUTTER. CONTACT VDOT FOR INSPECTION 48 HOURS PRIOR TO ENTRANCE INSTALLATION. 13. THE :DEVELOPER IS RESPONSIBLE FOR- FURNISHING -AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS 14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES ANDIOR FIELD CHANGES FROM THE APPROVED ' PLANS NEED TO BE RESUBMITTED TO VDOT PRIOR TO PROCEEDING WITH 7HE WORK. A LETTER OF EXPLANA nON SHALL ACCOMPANY THE REVISED PLANS ANDIOR THE DRAINAGE CALCULATIONS; WHICH MUST' .BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER. IS, CONTRACTOR SHALL VERIFY LOCA TION AND ELEVATION OF ALL UNDERGROUND U77LI77ES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK, CONTACT ENGINEER IMMEDIATELY IF LOCA71ON OR ELEVA77ON IS DIFFERENT FROM THAT SHOWN ON PLAN IF THERE APPEARS TO BE A CONFLICT, ANDIOR UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THIS PLAN, . CALL MISS UTILITY OF CEN7RAL VIRGINIA AT 1-°8030-552--700L THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCA 77ON OF ANY UTILITY DITHIN EXISTING ANDIOR PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. 16, ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9 5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER ,STREETS AND/0R LOCATED A MINIMUM OF 5.5' BE7"11ND THE :DITCH LINE ON OPEN DITCH STREETS. IZ CASING SLEEVES SHALL BE PLACED AT .ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE 7V SERVICE' TRUNK LINES 183 THE INSTALLATION OF .SEDER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE, 19. GENERALLY PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VEL OCI77ES EXCEED CURRENT VDOT DESIGN CRITERIA OR WHEN DITCH SLOPES ARE LESS THAN 0.75Z, WHERE DITCH SLOPES EXCEED 5.0.x,, THE DEVELOP,E'R MAY CHOOSE TO IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES IN AN ATTEMPT TO ACHIEVE CHANNEL STABILIZATION WHILE ACKNOWLEDGING THAT ADDITIONAL PAVED DITCH LININGS MAY BE REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STA TE HIGHWAYS PAVED ROADSIDE DITCHES SHALL CONFORM TO VDOT PG -2A STANDARDS AND SPECIFICA77ONS, 20. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO -REQUIRE ADDITIONAL FACIL177ES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM. 2L VDOT APPROVAL OF THESE PLANS WILL EXPIRE THREE" (3) YEARS FROM THE DATE OF APPROVAL. 22. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO THE PLACEMENT OF AGGREGATE ,BASE COURSE(S)♦ CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S). 23° A PRIME" COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (RE•C--250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 24. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTA477ES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION ala OFRO.AD AN© �G�' SPEO:IFIC,4TIUtV 25, VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S)- CONTACT VDOT FOR INSPEC770N FOR 7HE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S), 26. AN ACTUAL COPY OF THE COMPLETE CBR REPORT IS TO BE SUBMITTED TO VOOT IN CONJUNCTION KITH FINAL PAVEMENT RESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT ED17ION OF THE PAVEMENT D SIGN GUIDE FOR SU Dl VISION AND SECOND R 6_0A DS IN- VIRGI IA. 2Z A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 28 ALL VEGETATION AND ORGANIC MA TERIAL MA TERIAL IS TO BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO COND1770NING OF THE SUBGRADE: 29, CER77FICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO VIDOT FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE AND BR1LaE_SSEGfiCAfl=, AND ROAD AAIB?RI13L? ,F ,STAAit_ _!ARL? S 30. THE DEVELOPER WILL BE RESPONSIBLE FOR THE DESIGN COS N FIC SIGNAL INSTALLATION ANIS/OR MODIFICATION TION UNDER AN ACCOUNT RECEIVABLE WITH VDOT. 31. THE NECESSITY AND LOCA TIONS FOR ADD177ONAL VDOT STANDARD UNDERDRAINS TO BE DETERMtNED AT THE TIMEOF SUBGRADE INSPECTION. C NARRA77VE FOR THE WORK ZONE 32 APPROVAL OF A DETAILED CONSTRUC770N SEQUUENC SEI IS A PR'ERE'QUISITE FOR ISSUANCE' OF A LANDPES �T A OWNG ACCESSFTD AND C NSTRUC77ON W/77tIN VDOT MAINTAINED RIGHT OF WAY. 33. VDOT SHALL BE PROVIDED DOCUMENTA 770N THAT ALL 1N PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE 34. GRADE LINES ON PROFILE'S :GENOTE FINISHED GRADE OF CEN7ER LINE OF ROAD. 35. OWNER WILL FURNISH SURVEY CONTROL OFFSET HUBS FOR ALL ROADS AND EASEMENTS FOR ALIGNMENT AND GRADE. ROADS WILL BE STAKED ONLY ON ONE SIDE. THE CONTRACTOR SHALL INSPECT 7HE CONTROL STAKING AND VERIFY BEFORE CONS7RUC7ION> ALL GRADE STAKES DESTROYED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE. 36. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN..A MINIMUM SLOPE OF 0.004 ft♦%ft. 1S SPECIFIED ON AN INLE 37. WHERE A TYPE "B" NOSE' T' IN CONJUNCTION VMTH ROLL FACE CURB AND GUTTER OR CG --7, THERE SHALL- BE A .20* 7RANSI TION ON EACH SIDE OF THE INLET C POINT OF FINISHED GRADE I R/W 25 25' *NOTE. STA tvO TO 52+00 4' �pOT &,NDARD {WHEREE RA L FRIGHT SIDE t.S' MIN. DITCH DEPTH SURFACE A 1.0'AWN. ♦ 11' 1 411 1' ' : 1 REQUIRED) BASE -1 1.0' SUBBASE ♦ 0 4' 4* 1 10' 1O' 8' 50' HALF SECTION IN CUT HALF SECTION IN FILL (SEEK BELOW FOR DITCHES IN FILO. SECTION) WHERE DITCHES ARE DEEPENED TO TYPICAL ROAD SECTION ACCOMODATE' CULVERTS, THE SLOPE SHALL BE MAINTAINED 0 7.• 1, 7HEREBY NO SCALE MOVING THE DITCH LOCA77ON (.4Jf8RO F f COMMOWS IONS" PRIff) FURTHER THAN 20' FROM OIL. ROAD CLASSIFICA TIONS ROAD STA. TO STA. VPD DESIGN SPEED (MPH) PAVEMENT DESIGN (D @A PVM 'T W DTH (EIP " " " " BIC 8 fC R/W C RIW SUBBASE BASE SURFACE _ Typical Details fnvdNwtft -�' Im w Fdii.cow 6" 21-A .3" BM 25.0 _ ------ ..... __ 1.5" SM --9.5A .__.......•.., .,...- •,-.. 20' ...,., .,.,.en,rinaJr N/A 50' AY •J'attr tit' /"t)At<'TT?!1(`77!)N_ AMBROSE COMMONS DRIVE500 ALL CENTER LINE SECTION 20 I MIN PAVEMENT DESIGN IS BASED ON A MIM. (:t(K YALUC Us IV- a• -^r. acaf rry mnJ uL ,.c.,;,r.....___ . _...r _.._..._.._ •.. __ 9)1 A PRimE :COAT' SHALL BE APPLIED 'BETWEEN. INE AGGREGATE BASE AND ASPHALT COURSES IN ACCORDANCE Kf7H V.D ar.. STANDARDS. Top or A ht :•...�r1 � aaataaa a�aaaa+ *Oaia�4 r'aa _, saa s�aaaaa� !•Oaiai4 0aaia tEARTH 7o- ♦MA TERIAL 40 ., DIMENSION TO BE MAINTAINED TO THE I' OF PIPE NORMAL, .77ON MAY BE &JUINA70 UNDER PIPE WERE DIRECTED BY � AIL, INSTALLATION OF PIPE CULVERTS x''' ' i i i! 1 !NO SCALE. Virginia Department of TraWortatim Minimum Standards gf'EhMances to•S'tate Rig1mays 9�2 a wdltlrrdntl lJllwpllM" awx A7 tllwwlt 11Nt1 w an ft<w�Rt m ad epeotsaeatt INhtea�t awt►wtret tN r, t N�a�tt1 .• a1t6 palM CENTER LINE SECTION tM�•d► ere""'�ti"''R.ds tutt►t tyt711 i eataet iM►tOfiUt3 TRENCH PLACEMENT •---• taawJlaett #trtoat b hlsa • • ti M • • • • • *+°*� alrAitro •$� *•' qt.�-Jb e• ...w.a�te6t aM�rasaY�x erldd 2•- wwii ""�" ' ft S e' ale, W Aggr"puv ..,..o......�...� 600lV 1tO xrslReoo fa$N1C an • ! • • • !• • • • ! • • •o -Now w t,enen4 #Mil112100 aMroe i' • .ww w" ! � • .•.•••aaetNeB aM4M`aft.Typ► dx er aautJwroda ����i� Iiadavat •LTM swaf [+Dara 0 w Se, alr #w-wtf i,� wstaRirta 1lrsirwpa fatrfa NDN--PERF11RATED OUTLET PIPE -1ltu -z -�-j"a 177731=7�miiiimnirmm *91140 711119wom CRIA? - 4"d" #" Tet4Ata "Cw4lf4 to AM "it t st $9 Aeflda ttex STANDARD PRIVATE s/t�{3'BDIViSION ' ROAD /1S` ,REETr ENTRANCE,.—' $ R ANCE,.— 0 Iwo A1teN�atlef�ye�l�a et7dstat [tank at:tt�+s� 8 41 eq�h tire+ �7Rq ys ad "a;opo'vida a a ►TORI.$ Ot 4AVlf` 6Vat 976 8tt0iMt I thotl4a pave[ tf f;trirrirwRn ' •i Mlditl fif $a•° t<,11tCgNaf yf 01'f t9 be orit0otidr tied k1t0' . t, tRf f9Qd7rOd* Ojf t4WfdiN9 Oi AlCA6i00fy. t4 • radu�e4.tg ba 2Sr• ' rdatod,r J or toot lak l tNgtNR eo Raa+da» j . lCNtrarreee h 10 ba Same ft ataf/e alratpt.toeftGRf m! aut9er! twAen Neteetaryd._ 114 � h•sad�aw. -•- as Pke QNNJJ tf rq¢ee3®N R♦a MYN. x e zo- RIM U. tw+kir tv« >x tsrN«J :.pre $t0! J%.f PANOW . G�ppQT STANDARD GUARDRAIL - m Ali SEC77ON IN FILL I Elm USE ON WHEN D TCHLL COSS IS LOCATED N FILL "Vf-m til rm- at t Notts ?"016% Shutt 11,213two qiuW�1c5c;;641t�ih M M1d Ili !s ttYeb gwx0 wtbw aeetaem tA11►f /4 J>< as�n+rNts Eta as�r a1r�r anttsts tmr ufilarrWfi at �arr to tr tart►1r+a as io 111+1» a tNlfM, iP fMJM10igr dr Jt 10 Star iM a is t! U s art rt I is+lclt ti1"ia aI. 9Md if 61110 Y# MMW401111 MF *0 ftlfll40r 11% wNIM'OtaVDM1d loctfMle ' rvot Js ie be ECM Afw tg4 Yft �ftif pfi10 00 STANDARD COMBINATION UNDERDRAIN CAT LOWER END OF CUTS) vdwwdxMuJ >Iwfwmllwtl7 w R/W 3.5'1 4.0' IIS --- - + VARIES N 12: 1 12.1 CONC SIDEWALK 1.0' ALTERNATE MET1400S FOR. . PLACING PIPES UNdER ENTRAt4CES ROLL --FACE CURB & GUTTED' ___.. �... EXISTING GROUND pd3 *0 A RIW ROLL --FACE CIL POINT OF CURB & GUTTER *7' FILL FINISHED GRADE *4' CUT SURFACE SHOULDER _y 1 4 "° 1 ' 12=1 i BASE SUBBASE 1.01 2,3' 249 5fl' HALF SEC77ON IN CUTHALF SECTION IN FILL 4,0 12C 1 JV NO SCALE .RIS? °7�'T P MIMS. MfOSPY .f'®il.� T41,,ff SIMPIMIASrMY) R/W R/W 55' 55' SEE PLAN VIEW � 1 FOR GRADES IN CUL--DE-SAC � C/L FOR PAVEMENT DESIGN SE'E' ROAD ' CLASSIFICA TION TABLE EXISTING GROUND 1.0 MIN. 3.1 -- - ..-••-•_...._,. „�, 1111• . 5' 4' 35' 4 HALF SEC77ON IN CUT HALF SEC77ON IN FILL �r�� .�'-..�.�a,� TYP.d1�.�1.L _�S.�"CTICl.1V' • 4. " p 4. a v r A a. Q a °4 k • v a ' 1111• � d ® Ll A A W° a A 'at ` 4 a! s ° a .° 4 A a ,09TUIL OF MODI.,t�''.t AW Lam#' : ,? 4 NOT TO SCALE . +,WM- USE ALL DIMENSIONS AND SPECIF10A770NS PER V100T STANDARD EXCEPT FOR CHANGES NOTED ABOt. NO SCALE COIwMMT2 x Lvjtmw* d GMlt fm Fut# to tir -as to � - TOP 81CTN AND STREET IDENTIFICA-RON ASSEItrIBLY 7w w " t L _ Typical Details fnvdNwtft -�' Im w Fdii.cow STREET ID MATERIALS: z(n Esu. or AVANM LI.I i Z �w S Y CENTER LINE SECTION L wL 6870 PRESSURE SENSITIW- (NAI Ivith *A* i erten[ w►Mnteo Q ST ° f OREEN JAGKIDROUND o Borne of F d E 1177 GREEN OR EGQLII'VALENT ow A wx LIMB � c Ll.i SIZE 14dx w m 6 UF'PEE � C SE 'iF S"EILAOF WiEN SP EED LIMIT IS 35 MPH OR LESS. c ---> tatw m* aa.t+w It #tee 3"BLADE vMEN SP EEQ LIMIT IS 40 MP.H OR GREATER HARDWME LENGTH VARIES BYSTREET NAIAE r #18 THREADED STEEL ZINC BOLTS, 9 .....street 0~ 16% or xti PLAN VIEW SHOWING PLACEMENT Or GRADE r SAE" } 3",VVidY10PJ ° t - HARDVlriRE Y �w"sew Mu • er Ne, gas Al1V"eWtt+ CD -2 UNDERDRA I N $Of101ttJIII 1Me,iNpa t'laIPJQ 9 �$,�� G.%wlfw" No REGULATORY SIGN r 10ASHEPS. i6 n t VRA R9 1 (30 x30') DEPICTED THE TOP OF r' wnCli tt ar fatted fitN ���y `atone 9.Hp.it 4a a -+�»favlfltret ia.Nws 4 3hwe NO STREET IP IS PRESENT. ANYSIGH DIAMOND GRADE (3M VIP 39WA-HITE) • • ! • • • • 3► • �.... ivtMltw er CelMftt s4lwtatlRwd atwr.lw P Shutt Sttpaar f t11® falwd of pavrRtnt �•1► }•• M-�#etecB Mthrast?yps x11 aP �11'MM <Lww,M tato �p 0p� s �ertrt ♦ 111 w•w . �Ott1� INSTALLED BACK TO BAC WITH THE PRESSURE SENSITIVE REPTR." 5LUCLNT i ,a�...M.r..`.. •..• tlttrMlttats 3faiNwe Ferraa ���� 1Q # ob IRA alx' AWS01 a ar 06M t4dS ti! at a"�� er 100"1+ vaattf i! is; ia+nr�ia"i�o aitt�w� a9'a STOP SIGN SHALL BE SMALLS R THAnf r INK. SILK SCREENED CLEAR COATED OR THE STOP SIGN. EC FILM 9172 RED OR E OUIVALENT OVER DIAMONDGRADE. xf ft itf, gas RitJ► b art/al yyi�p III aht as�p a Ji�ms °$ !ha t"/•rN�M'. PLACEMENT CIF GD- e UNDERDRAIN AT eMd sft:Md b 40 SUPPLEMENTAL SIGNS, BRIDGE APPROACH SLABS tattf@"�440i owtiavl0, ► of 4a IN W DO NOT EMT ER P05T SPECT FI Ci1T1ONS w" a1JMt plod 4" t �eNt R5-1,(31Y'X30') ALL PGSTSSHALL BEQUtCK'ALINCH,1 GFUGE,GRAD�E.50 AIM30 7,f� STEEL. THE POSTS SH I'LL BE HOT-DIPPED.IN G?LVANIZEV NEIN-PERFORATED OUTLET PIPE ,ONLY ANDACLEAR OROANIC TOPCOA.T. �" "� �� :r la► #re, t� aR► due. A d�•,t � Sas A SQUARE TUBE SIGN POST�, ¢ � THE SQU,TIP,E TUBE SIGN POc$T SHPLL\ 0 tAtr�. ti��df�iduD trfi itM-altptit BE 2"SQUARE AND INSERTED VIA THIN THESQUARiETUDE41CHQR,POST.THE 07f16"HOLE3; SPACED 1"ON CENTER ~ ilkttt TAldhw" COW + IN)" SIGN POST SHALL BE.SECURED TO THE p IIID Tea* am Ing 40 /pt91104" st a *flvof N. THREADED STEEL ZINC BOLT, 5116" BY 2.5", STANDARD COMBINATION UNDERDRAIN MATH A51`16" FLAT WASHER AND NUT, d ON FILLS AT SAGS AND BRIDGE APPROACHES 4" GROUND LEVEL a TVA" iUrA1t11Mxdt Ir IfIlmuwrwit" 1 i;_m C# ROLL --FACE CURB & GUTTED' ___.. �... EXISTING GROUND pd3 *0 A RIW ROLL --FACE CIL POINT OF CURB & GUTTER *7' FILL FINISHED GRADE *4' CUT SURFACE SHOULDER _y 1 4 "° 1 ' 12=1 i BASE SUBBASE 1.01 2,3' 249 5fl' HALF SEC77ON IN CUTHALF SECTION IN FILL 4,0 12C 1 JV NO SCALE .RIS? °7�'T P MIMS. MfOSPY .f'®il.� T41,,ff SIMPIMIASrMY) R/W R/W 55' 55' SEE PLAN VIEW � 1 FOR GRADES IN CUL--DE-SAC � C/L FOR PAVEMENT DESIGN SE'E' ROAD ' CLASSIFICA TION TABLE EXISTING GROUND 1.0 MIN. 3.1 -- - ..-••-•_...._,. „�, 1111• . 5' 4' 35' 4 HALF SEC77ON IN CUT HALF SEC77ON IN FILL �r�� .�'-..�.�a,� TYP.d1�.�1.L _�S.�"CTICl.1V' • 4. " p 4. a v r A a. Q a °4 k • v a ' 1111• � d ® Ll A A W° a A 'at ` 4 a! s ° a .° 4 A a ,09TUIL OF MODI.,t�''.t AW Lam#' : ,? 4 NOT TO SCALE . +,WM- USE ALL DIMENSIONS AND SPECIF10A770NS PER V100T STANDARD EXCEPT FOR CHANGES NOTED ABOt. NO SCALE TH O�� Is OTT R. COLLINS'Z Lic. No. 035791 �asIdNAL E �3 to � - TOP 81CTN AND STREET IDENTIFICA-RON ASSEItrIBLY J t L _ Typical Details .for STREET ID MATERIALS: z(n W STREET ID (PJ;) BORDER AND. LETTERS. LI.I i Z �w S Y SlUvER HIGH INTENSITY GRADES L wL 6870 PRESSURE SENSITIW- (NAI W Q ST ° f OREEN JAGKIDROUND o Gf.EEN TRANSLUSCE2NT INK SIU} SCREENJED 2-GROSSSTREET CLEAR COATED OR ELECTRO -CUT (EC)FILM ELADES F d E 1177 GREEN OR EGQLII'VALENT � c Ll.i SIZE 6 UF'PEE � C SE 'iF S"EILAOF WiEN SP EED LIMIT IS 35 MPH OR LESS. c 3"BLADE vMEN SP EEQ LIMIT IS 40 MP.H OR GREATER HARDWME LENGTH VARIES BYSTREET NAIAE r #18 THREADED STEEL ZINC BOLTS, 9 GRADE r SAE" } 3",VVidY10PJ ° t - HARDVlriRE b RASHERS. #1g THREADED STEE L ZNI, QQLTS, r GR ADE 5, SM &'X 3ta' , WIMI YLON REGULATORY SIGN r 10ASHEPS. R9 1 (30 x30') DEPICTED THE TOP OF r' THE STOP SIGN SHALL 13E MOUNTED ' FLUSH TO T HE TOP OF THE POST WHENJ / rSTOP,U{7NOT EMTER:ORYIELD NO STREET IP IS PRESENT. ANYSIGH DIAMOND GRADE (3M VIP 39WA-HITE) INSTALLED BACK TO BAC WITH THE PRESSURE SENSITIVE REPTR." 5LUCLNT STOP SIGN SHALL BE SMALLS R THAnf r INK. SILK SCREENED CLEAR COATED OR THE STOP SIGN. EC FILM 9172 RED OR E OUIVALENT OVER DIAMONDGRADE. SUPPLEMENTAL SIGNS, JYPICALj DO NOT EMT ER P05T SPECT FI Ci1T1ONS R5-1,(31Y'X30') ALL PGSTSSHALL BEQUtCK'ALINCH,1 GFUGE,GRAD�E.50 STEEL. THE POSTS SH I'LL BE HOT-DIPPED.IN G?LVANIZEV R3 -5R (24`X 30') ANC COATING fNJD FINISHED %N1TH CONVERM.N, CO.ATINC, ,ONLY ANDACLEAR OROANIC TOPCOA.T. A SQUARE TUBE SIGN POST�, ¢ � THE SQU,TIP,E TUBE SIGN POc$T SHPLL\ 0 BE 2"SQUARE AND INSERTED VIA THIN THESQUARiETUDE41CHQR,POST.THE 07f16"HOLE3; SPACED 1"ON CENTER ~ SIGN POST SHALL BE.SECURED TO THE p ANCHOR POST VMTH A #18 GRADE FI rE r THREADED STEEL ZINC BOLT, 5116" BY 2.5", MATH A51`16" FLAT WASHER AND NUT, d 4" GROUND LEVEL a SQUARE TUBE ANCHOR BASE POST ' 0 ~ � TRAFFIC ENGITdEEI2IP40DIVI0I01T THE.S17UARE TUBE ANCHOR EASE POST 36" SH.ALLBEI2GAJJGESTEEL, 225"SQU,APE.N1D a STOYSICUAND STROrID>aTiIT2CATi0N 3E"IN LD -10TH. THE BASE MUST eE DRI'Vr7 IINTO 1$SkItt6ZF-TYiICALDEfAlI« THE GROUNDVMTH4"REMANINGAE104ETHE o sTUtt; ba SURFACE.BR RE��JSI�N:$Q8 SS N5 0 ARD PFUi7akRACOLrTTTI Uc DcrcYEitrsc4Lp:E '.9`lI 1` f(JBLIC t.TRFS ANIS TRANSPORTATION DEPARTMEI4T mia` C: F7AiEiYSESGm dsG,.Speclu 2u TH O�� Is OTT R. COLLINS'Z Lic. No. 035791 �asIdNAL E ° 0 Q T O 0 ° o z a �w -_ �Z �z aW < (Dz Q- J �0 ° 0 < ° c ° 0 UjU a o j i V► ! n N z v� Q x v < o v ice' 71 U 0 11-4 4 3j : + Lr) 0 )a CD Z cn a_, -Y w o V) 5 c z ° W U7 � Z: J � J O O° o o T � c i o v °0 C v > .N U O X . � v o °o 0 O m � c v � 1LI U ._ J ° �0 0 O LU U IL!J + r LLJ U U) o °> SCALE ° S NOTED c '- a v SHEET No. a o W 15 v ° � s �3 to � z p J t L .for re z(n W Lid LI.I i Z �w S Y L wL W F d E � c Ll.i u c r ° 0 Q T O 0 ° o z a �w -_ �Z �z aW < (Dz Q- J �0 ° 0 < ° c ° 0 UjU a o j i V► ! n N z v� Q x v < o v ice' 71 U 0 11-4 4 3j : + Lr) 0 )a CD Z cn a_, -Y w o V) 5 c z ° W U7 � Z: J � J O O° o o T � c i o v °0 C v > .N U O X . � v o °o 0 O m � c v � 1LI U ._ J ° �0 0 O LU U IL!J + r LLJ U U) o °> SCALE ° S NOTED c '- a v SHEET No. a o W 15 v ° � s �3 .for Sf �w S Y ° 0 Q T O 0 ° o z a �w -_ �Z �z aW < (Dz Q- J �0 ° 0 < ° c ° 0 UjU a o j i V► ! n N z v� Q x v < o v ice' 71 U 0 11-4 4 3j : + Lr) 0 )a CD Z cn a_, -Y w o V) 5 c z ° W U7 � Z: J � J O O° o o T � c i o v °0 C v > .N U O X . � v o °o 0 O m � c v � 1LI U ._ J ° �0 0 O LU U IL!J + r LLJ U U) o °> SCALE ° S NOTED c '- a v SHEET No. a o W 15 v ° � s GR -2A (3' -ft' POST SPACING) MAX DYNAMIC DEFLECTION " 2' ff V- - x L Li tj HDMT TOLERANIX SPECIFICATION 221 505 CRT POST 18'-3" POST SPACING) MAX DYNAMIC DEFLECTION - 3' NOTES) GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AMD SLOCKOUTS SEE SHEET NO.501,05. FOR DETAILS OF RAIL ELEMENT RAIL SPLICE JOINT. W -BEAM BACK-UP PLATE, AND ASSOCIATtb HARDWARE SEE SHEET NOS. 501.01 AND 5D1.02. RAYL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLLRMB. PQ T SHALL NOT BE SET WITH A VARIATION OF MORE TIMI a' FROM VERTICAL- W -BEAM BLOCKOU AND POSTS L BE SET AND W O THE �aFI l FORCE. AS PER ALL GRR-2 AND AL SHALL BE MAINTAINED AT A HEIGHT OF 27 ° t " TOLERAYNCE BASED OFF THE FINISHED GRADE T LIE ELEVATION. PAVEMENT CROSS SLOPE,OR SHOULDER SLOPE ALL W -BEAM RAILS SHALL BE LAPPED I41 THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. GR -2.2A SHEET 1OF 21 ANDARD BUCKED -OUT W BEAM +GUARDRAIL. (STRONG POST SYSTEM) VIRGINIA DEPARTMENT OF TRMSPORTATION REV. 7/05 5�� tilt -8 _ PAY LIMITS STANDARD GR -2 WHERE DOME _- _ )PAY LIMITSSte" AIDARD GR -8 OR CUT/FILL BREAK 25'-0" s 12'-8" -opt 11'-W, BPOST SPACING BEND LOWER W-BEAMPAL C 1 { AATTACHCH WITH W' BOLT 11 M ' 8 -0 Y4X MAX. 3' M 11�FLATT£R at 5 w TOE OF DITCH SLOPE 1 TO DITCH LINE 1- 3'-0" MAX. i '- EDGE OF GRADED SHOULDER EDGE OF SHOULDER 11 EDGE OF TRAVEL LANE---" ° EDGE OF TRAVEL LAE -� PLAN BEAM RAIL HENYIT CONSTANT RELATIVE TO ROADWAY TAPER W -BEAM RAL TO END ANCHORAGE PROFILE GRADE - SEE NOTES 1.2 & 4 SEE NOTES 3 & 4 U U U $ I! I! II 1) 1! NN ! !I 11 !I i ! Ir 14-•E� -++� t2) (11)(7) SEE NOTE 2 (4) (3) NOTES= ELEVATION TOE OF D -wJ E-wJ 1. A SECOND RAL IS REvo. WHERE THE DISTANCE BETWEEN DITCH THE GROUND :MND BOTTOM OFTHE TOP RAL EXCEEDS SLOPE SEE END ANCHORAGE 18" CUP TO THE POINT WHERE THE RAL CROSSES THE DETAIL A SHEET 50t'D DITCH LINEL THE DOUBLE RAL WILL EXTEND TO POST *4. 7 MAXIMUM DISTANCE BETWEEN BOTTOM OF THE LOVER W -BEAM RAL MID GROUND LINE 5 18". WHEN DOUBLE STANDARD W6X85 STEEL 13R RAIL IS RE(M., TAPER BOTH W -BEAM RAILS TO MAINTAIN 8X8X14" LQ, Sit8 iW POST THE 18" DISTANCE FROM THE GROUND. BLOCKOUT ---� 3 -TAPER BOTH W-KAM PALS FROM HEIGHT AT TOE OF DITCH SLOPES TO T -O" BELOW FINISHED GRADE AT POST •1 C8'-0" OFFSET). 4. A 8'-0" LONG POST MUST BE USED WHEN UPPER AND LOWER W -BEAM RAILS ARE REQUIRED. FROM THE 234" 3 Yf' BEGINNING OF THE LOWER RAL THROUGH POST *3. 5. STANDARD OR -6 TERMINAL TREATMENT MAY BE USED AT THE RUN-ON END OF DIVIDED HIGHWAYS CLEFT AND RIGHT OF TRAFFIC) AND AT THE RUN-ON ARID RUN-OFF EMS ON UNDIVIDED Hl"AYS. 8, ALL POST SPACING W-3" C -C UNLESS OTHERWISE NOTED, S THE POST MAY BE W8 X 8.5 STEEL OR 8 X 8 WOOD EXCEPT THE LAST 3 TERMINAL POSTS MUST BE Wb X 8.5 STEEL, 7. FOR SECTIONS D -D & E-E.AND END ANCHORAGE DETAILS SEE SHEET 501.10. B. ALL TERMINAL RUN-ON OR RUN-OFF MUST BE I STALLEID WITH LAPP MG THE RAILS IN THE DIRECTION THAT THE TERMINALS WERE INSTALLED WHEN TESTED TO NCH RP 350 REQUIREMENT$. 9. IF THE BACKSLOPE IS 1s1 OR STEEPER THE W -BEAM MAY BE ANCHORED PER SOLID ROCK CUT INSTALLATION (DETAIL F). I SHEET 1 OF 2 _V' BETWEEN' ATTACH LOWER W -BEAM RAIL TO POST W/%" BOLT ATTAC=H LOWER W -BEAM RAL TO BACK OF POST W) " BOLT SHOULDER I Y- ! i LIA SECTION B -B REV. 2/'06 VIRGINIA DEPARTMENT OF TRANSPORTATION SOi.OD SEE END ANCHORAGE DETAIL B OR C SHEET $01.10 MIN., ISTMNCE FROM TOP OF GUARD RAIL TO BOTTOM OF DITCH SHOULD NEV EXCEED TOE DITCH SLOPES ¢ T 2 TTP. _11 4 TVP, iI L.1 SECTION C -C . S IEW"70 Iff 505 221 (eA111— _1TH db� U SCOiT R. COLLINSZ ,U Lic. No. 0357911 10121j1-1 /jaNAL E�Ow Pt O a D T a 0 Q) a zo 1 =z_ a 0:� iA w � W z_ c z a `w 1---I U) M az cx � co o 1 Lv ! y1 O 0 o U 0 's) C U � P 3 � U LL3 ` v _j v o_ ami o c � a �- 2 o „,,.yam a "'� 0 C3) Z � z � w � w � z 0 w U Z +' J U J 0 O o 0 U O O \, `m a O � Q7 > S1 U O X'. U U U � +' c C U O i U D O 0 -a N N ui �! O — h- ro O uj Lu a o W > SCALEAS NOTED ° ro � C, > SHEET NO. 0 O O U 1 u Y c a i— O Q v � U U) i m w w z uj0o ¢ w U ty-1 10 Pt O a D T a 0 Q) a zo 1 =z_ a 0:� iA w � W z_ c z a `w 1---I U) M az cx � co o 1 Lv ! y1 O 0 o U 0 's) C U � P 3 � U LL3 ` v _j v o_ ami o c � a �- 2 o „,,.yam a "'� 0 C3) Z � z � w � w � z 0 w U Z +' J U J 0 O o 0 U O O \, `m a O � Q7 > S1 U O X'. U U U � +' c C U O i U D O 0 -a N N ui �! O — h- ro O uj Lu a o W > SCALEAS NOTED ° ro � C, > SHEET NO. 0 O O U 1 u Y c a i—