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SUB202100046 Plan - Submittal (First) 2021-03-05
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( RI M:759 � So INV OUT. 7 V V V V V V V V N W W 1� 11 In In M U1 0 Ln O In O Ln 0 V M Ln ;9 53.96 TO MHz V M In �t® L L I N IS N G I N E E P I N G 200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902-434.293.3719 REVISIONS 3ogd tin �IQ ��h' ° 3 a L')o r N O end Cz r cf DATE REVISION DESCRIPTION 2/01/21 ROAD AND UTILITY PLAN DESIGN 3/03/21 UPDATES TO THE DESIGN TO INCORPORATE CHANGES TO THE PLAN � i Z ° D r -.� m ,. �Z In O -I PROJECT JARMANS GAP DEVELOPMENT TMP 55-77A1 - ROAD AND UTILITY PLAN SHEET PROFILES ese plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of COLLINS ENGINEERING. 0 0 0 N 0 0 0 0 w 0 0 41 0 0 0 0 O Ln O m Ln O X � z v O = Z oo A ; I wo 766.2 0 I I i I I 764.0 I i I ly I I� 763.2 Ia I Im I IN I m r I� Z 763.0 j I O m Ln o I M m � p I 762.3 i I D p m I 762.1 I < m ' O V I / I I / 76o.7 i /y 758.7 i /p i ay n 756.2 I / 7553 I i 752.6 / i ca O w in Lrl a) VO o kA O Ln V Ln V I I _ _M M � I b x z �r+ II by --------\ •�" O \ L� A v� I •;'III e�II •' : I I1 V\ \ 3:TD \ �I I \ D o 0 \ I o l \ 3 M \ I I II I \ II REVISIONS COLLIN E NGINEERING DATE REVISION DESCRIPTION �o�}b co� �10 2/01/21 ROAD AND UTILITY PLAN DESIGN y�� .0 o f r 200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902-434.293.3719 3/03/21 UPDATES TO THE DESIGN TO INCORPORATE CHANGES TO THE PLAN z W o a r N p a n PROJECTS � r co_ Nz JARMANS GAP DEVELOPMENT TMP 55-77A1 - ROAD AND UTILITY PLAN �� erNz0 z m ° SHEET SIGHT DISTANCE PLAN & PROFILE These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of COLLINS ENGINEERING. 0 C) 0 v v v '9 M 0 M v A' ra r m' ro m 0 m Starting Structure m y p C Z O O O a, c O N Ending Structure N O V O O N O O 01 A N w J A, Drainage area (acres) 0 0 0 0 0 N O lAli O O C, rational coeff. x O o w ? o 0 CA increment O A w 0 O N W f�D N W W O fN0 O) CA sum accumulated U O Ut A O (pn W N O N Tc, time of conc. (min) A A A O W N Ut W W O rp O U m J I, rainfall Intesity w 0m 0, N O O J Q, flow incr. (cfs) W Q N Q V at, total flow W A A O P V m W N ' O O O Invert in (ft) �o = V i O N V u Invert out (ft) W O o L, throat length (ft) W J n, manning's coeff. 0 0 0 0 0 0 0 0 0 o w o o w w 0 O 0 o 0 0 0 0 o II O S, slope p 2 v N A � w N v m D, Diameter (in) p � OD N OwD UWi N O V Full Flow Capacity (cfs) � � m N O V O V V V, Velocity (fps) O O 0 o N fOD pOp W Flow Time (min) Remarks 0 W A an m m N IIVV D 07 Cf) 0 Cn A W N v W v W -4 r M D W N Co 6 CD co W V rY o Cl) W No ° O -0m v 0 0 o o o m O O V _ z ,OODD \ z m W N CD O CD O O � V O N -4 77Z 0` Z co O N N 0 n W m m W co D r rmr^ Vl Z n w ? w wvrn 0 co Co m � � y 4) P P m Z m O) Q) (D Cr Z M N O G) Q �01 5 r Z 4 N N to W an N co 0 O Z °oo 0 0 0 0 0 O O �n cn to in m m Q m m Q mm Qv0v Q Qm v v COLLINS o' 41 0 0 0 0 o n �Suhoo uh un K 7 -- v�♦ �� \ 11 t I 'I ,I 1 � ♦j ,/ I I 40P _31 4 k \ ♦♦� -- �. i — — - i — j — i ♦♦♦1 M MI IM _____7 M M� // •�. M `'� I I I { / / I ♦♦ Ui W li .! If jl { I ■ I { I F— A■■�■■AW ■u u■■■■■■T■ i■u■■■■■■■■■■■■■■■■■■■r 17 1 ■ 4 I ■ C ■ I ■ r A n r^ I V ` I\ 3 I A � � � ■YI , < C"mr m V V O ■ ■ �m OCR ■<°=Aron I 1 1 1 ■ I .7nD��,Dr� I I I I I 1 r ■I ■ i' MM C�Zpm f I �1 ■ I / 2A8ZOrn_� f f ■ if G / z -■ w- L3xHdSV = Z N m N m v 0 Z ° Plan Label n M COO m VDOT DI type o v - M o co Z c o L, throat length (ft) o co _ 0 7 C A 0 0 v, cu J A, Drainage area (acres)CA � y W -0 0 0 0 o C, rational coeff. N CL = D CA o 0 p ZO 0 m o N Z O Q, flow incr. (cfs) m M N CL 0 0 0 o Qb, carry-over (cfs) �. 0 A o ^o' at, total flow m 3 0 0 w w O 0 o S, gutter longitudinal slope (ft/ft) C7 N 0 0 0 o Sx, lane cross slope (ft/ft) = CLCL o, _ 0 o W, gutter width (ft) c N o. (D 0 o 'w' 0 Sw, gutter cross -slope (ft/ft) A A m 0 rn o Sw/Sx A m T, spread at curb (ft) 0 0 N Eo, frontal flow ratio in gutter W W W W W N N a, 12W(Sw-Sx)+ 2"local depr. (in) 0 0 m rn S'w = a/(12W) N 0 0 tO Se = Sx+S'w(Eo) Lt, require throat length (ft) V N fO n, m O L/Lt E, inlet efficiency 0 o 0 , N Qi, flow intercepted 0 0 o IS Qb, carry-over carryover to inlet Remarks A � O r HOT— , = Z m N N m v 0 Z ° Plan Label 0 n aA m COO m VDOT DI type a o v - M o fn Z c o L, throat length (ft) o r., _ 0 = C A 0 0 cu A, Drainage area (acres) � u=i y X 0 o C, rational coeff. W cl A ? N O CA o o 0 v A _ WO i ^' °J Q, flow incr. (cfs) m v C- 0 0 0 0 o Qb, carry-over (cfs) Q A o ^A' W at, total flow m 0 0 w w O 0 o S, gutter longitudinal slope (ft/ft) 0 v 0 0 C 0' N 0 N o a Sx, lane cross slope (ft/ft) a � 0 o W, gutter width (ft) c N a (D t 0 o 'w' 0 Sw, gutter cross -slope (ft/ft) A A 0 o Sw/Sx w w T, spread at curb (ft) 0 0 u inn Eo, frontal flow ratio in gutter W W W 0 N N a, 12W(Sw-Sx)+ 2"local depr. (in) � 0 0 m rn S'w = a/(12W) N 0 0 D' Se = Sx+S'w(Eo) u m Lt, require throat length (ft) L/Lt E, inlet efficiency 0 o 0 , N m Qi, flow intercepted 0 0 0 o Qb, carry-over carry-over to inlet Remarks ENGINEll LIP ING 200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902-434.293.3719 I / I / / / M/a HlOIM'aVA avow dVD Stwwavf —w w w / Plan Label _ M 2. N _q CO)co rn Z A C CD VDOT DI type a v O N T N o Z !� L, throat length (ft) n O W C A r a A � W ? ca N M 0 n' � r" � o A, Drainage area (acres) N A = 0 u 0 a, C, rational coeff. ? � z 00 r 0 0 w n o CA W m o o m y m _ gn N a Q, flow incr. M my 9 (cfs) 0) d O O gcri i Qb, carry-over (cfs) 7 v ? m ' w N 0 at,total flow o 2 0 o N v 00 'o o S, gutter longitudinal slope (ft/ft) ` 0 0 = o 0 o Sx, lane cross slope (ft/ft) v N a N 0 N o W gutter width (ft) c m 0 0 m m Sw, gutter cross -slope (ft/ft) A A N O fmT o Sw/Sx m J m J T, spread at curb (ft) 0 N A0A A Eo, frontal flow ratio in gutter W N °J d, flow depth (ft) o = N w O O1 d / h (height of opening, 5.5") w T, spread at inlet (ft) Remarks REVISIONS Plan Label Z D m N co A 0 CA a v 3 CD A VDOT DI type v o N O o z ry L, throat length (ft) n O W C M r A j W m N = M N' M M 0� " o A, Drainage area (acres) A N 0 C, rational coeff. ? 2 w n 0 CA o. w rn a —I o_ m y O V N N O d a J A Q, flow incr. (cfs) 03 Q. Qb, carryover (cfs)m t Qt, total flow o 2 0 o un 0 'o o o d S, gutter longitudinal slope (ft/ft) ` 0 0 0 o 0 in o Sx, lane v 0) cross slope (ft/ft) a N N 0 o W gutter width (ft) c m 0 0 w f° Sw, gutter cross -slope (ft/ft) A A N O (ml O Sw/Sx ro is 4, m O T, spread at curb (ft) 0 O A0A A Eo, frontal flow ratio in gutter W O `O d, flow depth (ft) o = m d / h (height of opening, 5.5") T, spread at inlet (ft) Remarks DATE REVISION DESCRIPTION 2/01/21 ROAD AND UTILITY PLAN DESIGN 3/03/21 UPDATES TO THE DESIGN TO INCORPORATE CHANGES TO THE PLAN n D r m PROJECT m IlN ow JARMANS GAP DEVELOPMENT TMP 55-77A1 - ROAD AND UTILITY PLAN z II O r Iv Z ° m 11.SHEET DRAINAGE AREA PLAN & CALCULATIONS These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of COLLINS ENGINEERING.