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Home My WebLink AboutSUB199800025 Plan - Approved Road Plan and Comps. 1998-05-13--- . Q Q ` QZ LAJ k 0 Q. 3 k O h � ` r� Z) O k Q r) ") 0' — 1 U o I 1 O--_ ----- — _________________ _--- ---------.--.-------- / COT / I I ' o RIR ,3 h Inv Out 513. 40 •..., ... - � ... ... � ... f E I h / f 2 f ,� U M_ �-� -- ... -.... ... ... ...—�_ ,.. /,� "' Q EC- 3 T p e A SPEED �.� Inv. in 5 / J. 8O L /MIT . r S SIGN w � W Z R c; : hy. Mears \ Cree `826 f `1 f Ro Ou 5 75 f rt` -. ` T (((( Saint } // �,e),P C-F� 5t hens .s HY" U 4y New Gr an HRlsruR is , nt Moun in - �-�- --- - --- -- S E k— we 07 suKu � u C�- �/ o E M 0 N T � 62 4ia 53 PRECINCT lrfrllE P ltat I -19 a 753 `" o PORTERS __ -.__-_ — 6 ' _ `'' ti Ben min F °bsy $ i Y cer ES i ^ - ":J l- - - - r.,,N,It Rope ---- -- -2- �' I � \ �� F. I /' - � --- -' _ % -- I / I ? . ` / ' i / Q �/ w + Q, � / • (�/ �� h / 0 '>; IV 9, 9, / V 0/ / �� EL / / � O T Z / I / / Inv. Out 586.0 /erosion f £ c- / men / ES- 2 5e E° e ° 9 e IS/ \ D r° 1 n�to Pub \ I D C°fed '' � %J , --� I O ro t N 42 ° O O ' E . - U r�Q M �1 J` f 0 k) . �--- ... ... �, - ... � / \ f / Drainage / Ea s e In e n / De d i c a (e d \ - ES- 2/ To Public i c Use /n v. /n 5 $9. O5� 1 1 I I I '` I E D ES / G N SPEED t eu y t I V I e �C) I 1 C) N \ \ \ \ .\� \ \ � ` 1 I ' / .• � / 1 / 5 O R/ W I ___. -_ - _-_.. -__.__-__ ___-_-. _._. „ , NOTE. 1-- ,+� l8 IF^I WHEN GUARDRAIL /S Reo(4) FRED /T SHALL Y g g w VDOT CCi-9(A,f3 or C:1 f BE /NS,TALLED FOUR(4) FEET OFFSET FROM Albemarle Count Engineering I' THE EDGE OF PAVEMENT TO THE FACE OF 1 G//ARORAIL , AND ROADWAY SHOULDER General Construction Notes for Public Roads /!: /' //4 "-' I I //4" .- I ' / / ' 10. Where rural cross sections are installed, all residential driveway entrances shall conform ,I 1' W/o TH SHALL BE INCREASED TO SEVEN (7) FEE'T. Y 3 , I '0//-; ".'/: ? i /�` J I , . J �� /�\\ to V DOT standard PE -I. ��,'// / � I . 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 11, Paved, rip -rap or stabilizittion mat lined ditch may be required to stabilize a drainage i / ,\', ''0'ofi Transportation (VDOT). This plan as draw,t may not accurately reflect the requirements '' / \� channel when, in the opinion of' VDOT, the Director of Engineering, or the Director's P A V E M E 11 T D E S I G N �` of the permit. Where any discrepancies occur the requirements of the permit shall (F R 0 M APPENDIX I V -TABLE A govern. designee, it is deemed necessary. V D 0 T PAVEMENT DESIGN GUIDE) 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on 2. Construction inspection of all proposed mails within the development will be made by the g ° A G G R , BASE MATERIAL TYPE I , SIZE n o . 21 - A County. The contractor must notify the Deoartment of Engineering (296-5861) 48 hours all residential subdivision streets. Additional clear zone may be required depending on the category of road design. P F7 I M E a D B L. ;SEAL CLASS C 0 R D 0 R in advance of the start of construction. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as B L 0'T T E D SEAL COAT 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with shown on the typical pavement section detail, shall be strictly adhered to. Exceptions C � p T- -0 OSI-IA Standards for the Construction Industry (29 CFR Part 1926). will not be allowed. U % 3 14. Upon completion of the roadway construction, street name signs shall be installed by the 4. Erosion and siltation control measures shalt be provided in accordance with the approved developer at all street intersections. Signs and their installation shall conform to control plan and must be installed j, for to any clearing, grading or other "Albemarle County Street Name Sign Requirements". The developer shall be responsible I construction. for maintenance of the signs until the roads have been accepted into the State secondary road system. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor SPEED shall have CBR tests performed on the subs trade soil. Three (3) copies of the test results 15. Road plan approval is subject to final subdivision plat validation. Should the final plat C/M/T - shall be submitted to the County. If a subg-ade soil CBR of 10 or greater is not for this project expire riot to signing and recordation, then approval of these tans shall SIGN obtainable, a revised pavement design shaC be made by the design engineer and f J P P 6 b a pP p be null and void. ... r_ submitted with the test results for approval..: 16. Traffic control or other regulatory signs or barricades shall be installed by the developer _ 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. 'File maximum I - when, in the opinion of the Director of Engineering, or the Director's designee, they are allowable slope is 2:1 (horizontal: vertical), Where reasonably obtainable, lesser slopes of % f U B t V - deemed necessary in order to provide safe and convenient access. All signs or other 4:l or better are to be achieved. regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control ... ._ ... ... _ �!.fo EC- 3 T p e A �-. '~,r R= 34 I Devices. , 35 CC SIo . O 7. Surface drainage and pipe discharge must be retained within the public right-of-way or \ within easements prior to acceptance by V SOT. All drainage outfall easements are to be �'' 1 8.73.19 extended to a boundary line or a natural vr:tercourse. 17. Use VDO"[ standard CD-1 or CD-2 underdrains under the subbase material at all cut atld fill transitions and grade sag points. 8. Guardrail locations are approximate. Exact length, location and appropriate end 18. The speed limit is to be posted 5mph below the design speed. trealtments will be field determined at the tune of construction. Additional guardrail may be required at locations not shown when,'in the opinion of VDOT, the Director of Engineering, or the Director's designee it is deemed necessary. When guardrail is required, it shall be installed four (4) feet cf�'set from the edge of pavement to the face of guardrail, and roadway shoulder widths shalt be increased to seven (7) feet. G O % SITE B E N C H M A R K ' 9. Where urban cross sections are installed, all residential driveway entrances shall conform Spike in 12 Cedar Albemarle County Engineering & Public Works Policies February 1997 Albemarle County Engineering &Public Works Policies Pebrulvy 19'J7 Elevation 530.56 LU%J.r- - 20mpi) U S G S D a t u m I �+ R��/S ef/0 ., ) � %_ � S C i�1 G. � ,J J,/� E� c,/ f-Cv......e,r-i {5/-4I `>'-/(.'/"� M a rch 2 3 1 9 9 8 /-/v.P/zotiT�C /-'-50' VE,PT1C--GC /„ s w' J1? - . - -4-7 ^ 3'/9-9 —I, ROA D P L A N a PR 0 F I L E S H O W I N G _ '11 —SIMPS0 N LAN E __ PO R T E R S V I L L A G E -SGOTTSVILL E 'MAGISTERIAL D I S TRICT -! ;I, ( �. -mil ,-,-,5, -, F y ,-;/u,--,—,y.9 ^Z ,0 —I S S o C- ,-.q ___1 -1 F 'S' ., e- 7 -0 I C'� v / � C_ A-1 G ./.../E�iP. �G - <f- -A - /� - _411F vE YI.t /G - G �1 � /�J /�1..:t .ti/i�.✓ / C` j I C.-, -� .E' e6 7 / E 5 V/ e- �E � f/ �iP G /.�.//.e-� — _ - - _- ---_ _ --- -- --- .I-.--- - --- - - - _ - --- . _ __ _ --_. _____ -- - .--__ _ -- _ - _____ - -- - - - _ _ ___ ---- -- - -- -- -_- -- - - _ --- - - --- ------ --- - - _ -- - -- - - - - - -- ----- . --- -. - ------ _. _ ----,-- ----- -- ----- --. --- ---- -- - -_.- _ ---- -- - ---------- ---- -- -___ _ ---- --__ -- ----- : -- _--- -- _ ---- _ --- - -- ___ --- -- _ - - --- --- ____ _ _- --- - ____ - ---- -- _ - _ ..___. -.- . _.._ - -. - _— - _. .._._-_ _ _--_.. ._.. _._.. ___—__ .—_- _ ___ ..___ - --- -_.__ ..--- _ -__ _.... . _. _ _. ._ ..___ _ -- __ .. - .. _ __. _ __ - _ _. _ /-0- _ _ - __ ..._ _-. ___-- ___ --- ... — _ - _ ..... _.. / = - __-"--_ - - - _. _... �— _ _.. / 8 - _ .- _ �__ .. . _. - - ._. _. .. .... . .. - . .._ _- � - _._ - - - . - _._ -_ --__- —.— .. - - ------I----.----_- -_ _ . _ - �- 4--- 1. _— _ /- 8-- - __ —__.— __ _ ___. . _ _-_— —__.___ _ - -- - _ _. -.-._..-____ _ ___- --- _—__._ __ ___— _-- _ - ___.__ - _ __ _- . - - _. --- ----- ___ __ -,------.--------..------.--..------.-�--.,---- ------ -------�----,----------,----.------ -- - — --- --- -- --- - -- —- - _. _ ... __- _ _-_ __-.-.--- - --.. 520 -- --. - _....._.. _ - . _. . ___._ --.- ._.----- - _..._..._. - - ----- - - - - _ -__ _-_ _. - .__ _ -- --� -- - -_ .-. ___. ___ .. _.___ .:. -- .--- -- - __.__.__.- --_-----.. _ .. -- __ --- T- -.. _. - _ -- ---- _ _. -- - o - _ _. . -- - -_ — - -- - _ - _ -- - - ___. ..._.__. _____--.. - ----- _ _.... _. _.. . .. •� , - _ .. - -.. .._.._ .. _. _ .--- _ _.-- •,. - -- - _ - _ __ - - - - --- .. --- _ --_- .... ..-- -�--- - _-_ ___ --- ---- '--- ---- -- -..' - ----- ________ __ ----- ---- -__.. ---- - __._--___-_ -- -- --- __ - --- __.--- -.____ _ _._... -- - -__-.. _ __. - ---- _____ --- ------ . _ - -- -- - ---.. ____ ---- - - -- _ - - - _-_.- . ____. .. --- - - -- ..-.----- ----- __-_-_. ------ --- - .. - _ --- - -. _ - _ _ - - -. -.. - . ----- _ . . -----.__ _ ---- - _____ ---- ----- -- ---- - - -- -- __-_.- - -- -- -- ------ -- -- - _ _____ _. _ -___________________�____ / -�- . _------ — -_ . - �_ .___ _.- _ - - - , / - — _ ---� _ ----- ----- --- --- ---- --- -----.-.- --- - ---- --- - ------.--- _ ---T ----- - ----- _ -- - - ------ - _. - - _ -- - - _ -- _ - _. -- -- -- - - - - - --- - --- - ---___ - __ -- --- T _ . -__.- ---- ____ I ---- ----_. 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O — --- trs N O O p h h h 5;`O --- O - -- _ (b G - h - fc - O O h h _ - - - -__ -._tn _O _ - - or O _. - h 6tO - __ - - - - -- - (� -- ----- --- _._:— _.-- -M _ - � .- - - r.) - --op -- h h -- _--- ... -- ---- -- '� -- --- �..._..-- -- _ . ._ I -___ -- -- _ f.,` _.-N, -- - a - - -- — -' �r -- _ - ... __ _ -- h h - tc) -- _ __.__ . -- -- 7 f0 --- - -- _-_.-�. ___ -- - - -`n - _ .> h -.. - --- _ _ ___ _ _ --cb --__..._ .- _ -- - - - - __ _ ------ __ ____- -__ - - ---_ - - _._ _ ---- - . ------ _ --'..--- -- -- ' __ ------ - -- -- __ __ CA,_ ------ RI- ------ � - - et - h --- _ --- ---. - - -- -ry ---.� ----� - ----h - ---- --- -__ _ --- - 0 4 -. _ ----- �t -h - h -- __ - - ----- .-- - ---------- _ ----- --- -- ---- - - - - - - --- -__ -_._-- _ - -- _ . -- - ,r. - - _ __ .. - - ---- ----- __ _--..-_ - -- - ----- __._._ . - - _- - ---- .. - - _ _ ___ _ . --- -_..--- -._ - - --- -- . - - __. — � -- _ - _ -- - -- - ._ -�- refl _ � Ell ----- -' - �� - -- - --- -- - r _ .-- �- �O �f,/CiT 1. _. _ . - - �' _ _ _ - Rt _---- -qy __ - - - - - - -- . ---tN - -- h ------- i f0 � ----_- _____ .------- -. _ - --- --- -- - - --- - - --- ----. ------ - - - -- - _ _ -- --- ----- ..-- - _ _ _._ - ---� — - _ -- ------ Q -- - - --- --- s -- - - - _ .. h - ----------------- ----- --------- - --- ----- __ -- - -- -- -- -- - - - - - ---- -- - - -- . - _ --- - - _ -. -- --- ---- -- _.. ____ _ - -- - __ __-- --- ---- - - -- _ ._ -- - _ _ ---- - ------ _------- __. ---- _ - -- --- -- -- - - . -- -- .. --- ------ .----- ------- ---- .----- ___ vs 1 h _- --- - � - - -------h —- - --- __ _— _ --- - --- --- ---._ ----- ------ --- - - --- - -- - - . _ __ __— — . --- -- - --- ---- h h ofO _ _� h - . _ � - h h -- h F - - �_ � ._ h-h h ef0 O h --- -- Bf0 __- HIGHWAY FEDERAL AID SHEET PLATE', I -SINGLE PLAN AND PROFILE -FULL LINE NATK wAL PRINTRAST PRIM TED IN U.S.A. -_ ___ _- _... --_ _ .. F 0 } m A tL, z v N Z 0 W F 0 W W Z 1•- p W Z W W W o. U ac INU ... m LA. 0 0 Z Z ei 0 �l h O k o h � h' Q aC hi . SEDIMENT TRAP NO. 2 3 4 / TOTAL DRAINAGE AREA 0. 9 AC 0. 5 A C 0.3 AC 0.2 AC / T OTA L VOLUME REQUIRED I21cu. yds. 67cu. yds. 41 cu.yds, 27 cu.yds e / ' ' BASE OF WET STORAGE AREA 18x 34 6 x 20 10 x 18 10 x 10 �/ SIDE SLOPE 2: 1 2: 1 2 1 2 1 �+ y WET STORAGE DEPTH 2 3 2 2 �� WET STORAGE VOLUME S U PLIED 71 C u. yds. 36 eu. yds. 23 C u. yds.15eu. yds. / � BASE OFSTONE- OUTLET/STRUCTURE 26'x421 18'x32' 18'x26' 18�x 18� � V: SIDE S L 0 P E 2 � I 2 � I 2 � I 2 � I / / H 3 31 3 3 H O 2 2 2 2 / Hi 2. 5 2 , 5 2 .5 2.5 DRY S TO RAG E VOL UME SU P P L I E D 102CU. ds. 59CU. ds, 49 CU.ydS 36 Cu. yd I S T no. 3 OUTLET Cat E S T L NGT H 6 3 2 2 1 � / ul 586. 0 / p T C O T z D D S T no. EC 0 1 E r7 S F CD O � ° i n D D I :TP) CL/M/T /n V. at 513.40 0.0 . � >~ ,�o f O H P 00 ' E LL ��L_ -- _ h r- ~ /r A EC- 3 r ♦ A SPEC 3s, L /M/ T S OF GRADING �t s/aNTCONS TRUCT/ON / t W2 or d C D S F / E a s e m e n/ Dedicated h `', S.r To Public Use I ` -reek 826 Vol I /n v. i n 5 89. O 1 r j 75 no. I I I S T no. 2 / Seim t 10T /�''9if �F� �'i he +,el '` 04 DESIGN. Now nl Moon in h V sow u U 62 � E MONT ° r � I 1 0 53 ►stoner 75 r u � , ORfERS 6 INSTALLATION OF THE 30" PIPE STAGES: \ a) BLOCK THE STREAM CHANNEL ABOVE THE INLET OF THE PIPE WITH A STONE ti WEIR AND FACE THE WEIR WITH POLYETHYLENE. y e; min ES b) THE ENTRAPPED WATER CAN THEN BE PUMPED IF NECESSARY FROM THE CREEK AROUND THE CONSTRUCTION AREA WHILE THE PIPE IS BEING INSTALLED GIVING THE t " WORKERS A WET FREE AREA TO WORK IN. ONCE THE PIPE IS IN PLACE, THE STONE �k1;.Iw Hope WEIR CAN BE REMOVED AND THE WATER RELEASED THROUGH THE PIPE. j 0 INSTALL FILL MATERIAL OVER THE CENTER OF THE PIPE TO REACH THE OTHER SIDE, INSTALL THE SILT TRAPS AND DIVERSION DIKES, AND THEN START THE CUTTING AND FILLING OF THE ROADWAY, o-_ d) USING THIS METHOD WILL WORK, HOWEVER, ALL ATTEMPTS SHOULD BE MADE TO INSTALL THE PIPE IN A DAYS TIME, _ 50' R/W ', 4_, 18 ', Norr, + WHEN OUARORA/L /J RfOf//Rf0 /T SHALL ' � I �I 9E /NS.TALLEO rOUR(4/ FEET orrsfr rmom Albemarle County Engineering to VDOT CG-9(A.13 or C) i THE reef Or PAVEMENT TO THE rACE Or s *o OVARORAIL , ANO ROADWAY SHOUL DER General Construction Notes for Public Roads * ' / �' / /�� r / 1 /�*,' / / `/ W/O TH SHALL SE /NCREASEO TO SEVEN m FEET. 10. Where rural cross sections are installed, all residential driveway entrances shall conform � �' y':I MIT /�� 1. Prior to an construction within an existing public right-of-way, to VDO"f standard f'F:-I. Y Y g P 8 Y. including connection to / +, any existing road, a permit shall be obtained from the Virginia Department of ' 11. Paved, rip rap or stabilization mat lined ditch may be required to stabilize a drainage o* Transportation (VDOT). This plan as drav n may not accurately reflect the requirements channel when, in the o En n or the Director's P A V E M E N T D E S I G N of the permit. Where any discrepancies occur the requirements of the permit shall Pinion of VDOT, the Director of 8 ineerig' designee, it is deemed necessary. (FROM APPENDIX IV- TABLE A govern. V DO T P A V E M ENT DESIGN GUIDE) 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on 2. Construction inspection o! all proposed roods within the development will be made by the 8" A G G R, 8 A S E M A T E R I A L T Y P E I, S 1 Z E n o. 21 - A County. The contractor must notify the Department of Engineering (296-5861) 48 hours all residential subdivision streets. Additional clear zone may be required depending on the category of road design. PRIME ek D B L. S E A L CLASS CORD OR in advance of the start of construction. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as BLOTTED 5 E A L COAT 3. All materials and construction methods shall conform to current specifications and shown on the typical pavement section detail, shall be strictly adhered to. Exceptions standards of VDOT. All excavation for underground pipe installation must comply with will not be allowed. e C.3 T C . C O T• 4 OSHA Standards for the Construction Industry (29 CFR Part 1926). 4.- Erosion and siltation control measures shall be provided in accordance with the approved 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to erosion control plan and must be installed Elrior to any clearing, grading or other I construction. "Albemarle County Street Name Sign Requirements". The developer shall be responsible for maintenance of the signs until the roads have been accepted into the State secondary road system. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor SP£EO shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results 15. Road plan approval is subject to final subdivision plat validation. Should the final plat LI M / TS OF GRADING 8 CONS TRU CT/ON shall be submitted to the County. If a subUrade soil CBR of 10 or greater is not S/GN obtainable, a revised pavement design shall be made by the design engineer and for this project expire prior to signing and recordation, then approval of these plans shall submitted with the test results for approva. be null and void. 16. "Traffic control or other regulatory signs or barricades shall be installed b the developer min)_ 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum g ry g y P --�- when, in the opinion of the Director of Engineering, or the Director's designee, they are y U 7 t U Q t v 1 ` _ allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of deemed necessary in order to provide safe and convenient access. All signs or other - or tier are to be achieved. devices shall conform with g 4 1 be regulatory the Virginia Manual for Uniform Traffic Control EC- 3 T ♦ A /Q_ Devices. �y 34.0 7. Surface drainage and pipe discharge must be retained within the public right-of-way or T O PS M U �� CC S/♦ . within easements prior to acceptance by VDOT. All drainage outfall easements arc to be , `r T P 9.73 J! extended to a boundary line or a natural watercourse, IT Use VDOT standard CD -I or CD-2 underdrains under the subbase material at all cut and fill transitions and grade sag points. 8. Guardrail locations am approximate. Exalt length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may 18. The speed limit is to be posted Smph below the design speed. be required at locations not shown when, in the opinion of VDOT, the Director of Engineering, or the Director's 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. SITE 8 E N C H M A R K ' 9. Where urban cross sections are installed, all residential driveway entrances shall conform S p i It e i n 1 2" Cedar [ i Albemarle County Engineering a Public Works Policies February Couny 1991 ty ng'naring h public Works Policies February 1997 C t,T � SPEED - 20mph Elevation 530.56 U SGS Datum �� 'IV E L G�/J ..� 0/L ER 0 S l 0 N PLAN O N L Y �-�` T� s��.o, s ��. ,.a e°orf1,.1 D U N E 2, 1 9 9 8-CD ti7.9 i^= sovdrA-7-1 _ �� m�e �ls °f /-yt lE r,- -ll-2B R 0 A D PLAN d PROFILE sH o wI N G TOTAL DI5i,"UR BED AREA 1.5 ACRES -S M F S O N LAN E SOIL S T YPk'-: NA SON S/ L T L O A M AND TA TUM SI L T L O A M P U T E R S V A G E EX I S TING 1;' EGE TA T IO N : AREA IS PRE SEN T L Y HEA V IL Y WOODED S St:O T TV I L L E MAGI S T ER I A L DIS T R I u''f WITH VARIOUS SPECIES OF TREES AND DENSE GRASSES, - -C, .e�-/�.E'� �'" �'-/�'�-��-1.9�/�-` -iei �' IS<D <_ i.q T� S WEED S A NO UNDERBRUSH 0 F VARIOUS R I 0 US KIND, C i v i C-C-� 5� �,F,L•�Yi,��G - C-z1 - . L ��-mot �✓�� r� /G THE DE VEOPER SHALL RESER V E THE RIGH T TO INSTAL L AND�lc�rTESv1L�F MA/N TA/N /�.. L EROSION CONTROL MEASURES REOUI R ED BY THIS PL A N REGARP L ESS OF THE SALE OF A N Y L 0 T.AL a. 520 r 51 0 500 - - �- _ 490 Ck >� gT O hIQU-1 ITT IN -kj iq ofo ifo zt0 e/0 4710 5/0 r.0t0 Ito P` fo fO HIGHWAY FEOERAt. AID 94ET PLATE; 14INGLE PLAN AND PROFILE -FULL LINc i iiwIM011101a rara p"" PRINTED IN U.S.A. L