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Home My WebLink AboutSDP202100019 Plan - Revision 2021-09-15 (2)NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE I I I I I I EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR I I I I I I I DAMAGE. \ \ \ \ \ \ \ SCALE1"=30' IF 7--------- ----- 1 f ----� / ------ _ vv / — L — �— \ \ I \ \ % / / . 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TELE&TVL//NES/ 20' PU'BLIC DRAINAGE }� / EASEMENT, TYP. ,. 510.4 I l o — � OHP-- 72 014 / 72 70 I I l I Fy / ( \ \ \ \ \ \ \ I l \ I 169 PARCEL 07600-OD- 0 051A0I SOUTHWOOD CHARLOT SVILLE LLC NEIGH_BORHOOD_M_ODEL A�O� `--\\ \\ --'' D8.4706PG. 198 I I / \ \ \ \ 20' PUBLIC DRAINAGE \ \ \ \ \ - \ \ \ \ \\ \\\\\\\\ \\\ - - - \_ \\\ EASEMENT, TYP. // / �c - - - - - -- EASEMENT \ \ \ \\ \ \ \\ \ 12 / , 168 ,I ` \ _----- - - - - - ' \ \ \ \ \ \ ` _ I I / 20' PUBLIC DRAINAGE 58 62 _ _ _ _ - - - - - - - 11 \\ \ \ \ \ \ \ \ 10' 1 / EASEMENT, TYP. 165 - \ ' APO- /S�K6 163 166 SA N �! \\ 20'ACSA --_ _ _--------- - - - - -- __- -------- - - - - -- 61 � 492 600 --- - - _ 161 17 -_ -- 490.8 _ _ 164// \ 'I\ \\ /' ----- ------ - - - - - ' GRADING EASEMENT -------------- / 160 _ / / / / / // �' I \ \ \ -----J Gfr t44044000 pLT Ft L,F' oo" CLINT W. 2slUFFLETT >� 0. 0 Lie. N . 5/380 j 9/ 15/ 2021 M E 0 o N � N C > E w v E Q LL o 3 p LL wo `mom 0 L < Lu V of"lo J — 1i co w rn C7W NV W M 30x oa =LL ti _ N xv >� F c Y � N 00 W M � H z O a u InU) Lu �lu_l 1�2 O W W W o00 UUU aaLLJ Lu Lu O 0�0� C4 Lu Lu 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' z z g Lu a_ C Q w G > Lu � 0z J m Lu Q p LL > ID Lu Q 0 Z O Lu u 0 LL C 0 0 2 0 U) L Lm JOB NO. 40919 SHEET 70. C4.07 / / / / / / / 1111111111 432.4 I' II �•, �t pLT If OF 00 ., CLINT W. �T 7SILFFLETT >� 0-0 Lie.N .54380 {4� SCALE 1"=30' • 12021 0 30' 60' ,h/NQNAL 1G f KEY PLAN Mo E NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE ` � / /EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR / / / / > E DAMAGE. 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SHIFFLETT /'� / / I �' \ /' / / \ \ / / / I I I 1 1 / / / / / / / // / / '' • • SCALE / / / / / I I / / � \�� _ � `\ \\` \�` \ '� '' �"" / / '" ��_ / I 1 1 \ \ 1 1 I I I I I I / I I � I I I / a / / / / / ♦ / I 1 1 / / I 11\\\\�\ �\\�' \\\\\ `� `�\\yy��\\ _ / ,_• _, ""_" __`` I I 1 1 \ 1 1 I \ 1 1 1 I , I I I I I / / / / I 1 \ • i\\ I I Il \I I I I 11 11 I I I I I\ --_� `\ \ / I / PdRCL 990D0�0-00-i9Q1A0 \ \ \ \ \ \ \ I \ \Lu / \ \ \ \ \ I I 1 1 I I I \ \ ----- - - - - -- __-__-/ SOUTH}}��OOQ(SHARLO\ELDI�LE4LC\ - - - \ / NEIC�HBORIYOOD\MOD�EL DISFRICT \ \ \ \ \ \ \ \ \ LOCATION OF CD-1. _ _ \ \ I 4"PVC TO DRAINTO- =� __ \�\ \\ `` \ \ \ \ 1 I fNEARESTSTO _ _ _ / 1 \ \ \ \ _ _ I I \ \ \ \ \ \ \ \ \ \ ` \ \ \ 1 \ \\ \\ OUTLET PROTECTION II I I STRUCTURE. SEE ;\ -_ _-- = J_ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ OP5,SEE SHEET \ C3.02 I I 48 ROAD PROFILE ON = _ _ _ - — _ ' _ 1 _ / ` \ \ _ \ \ \ \ \\ 20' PUBLIC DRAINAGE I I I I SHEETC8.01. /__ -__-__------' / _ \ \ \ �\ `-- \ I 150 _ ---/� / 1 `\\\\>\ ^ \ ` \\ \--- / / I \\ \ \ \\ \\ \\ \\ \\ \\\`\ \ \\\\ \��_ ---__\ \\ \ II EASEMENT, Z / --_ ___-__- - - _ , --- - - - - -- / \ \ I I \ \ \ `\ -- - -- 1 20'ACS4\ / Q 500� 6 �50 Q5y v y6o Q6, _ _____________/-J---'J // /--�\` - - - - / /// \ 1 \ \\\ \\ \\ \\\`\\`\\�\\ \ `,``\ -`_ 12\ I EASEMENT/ J LLJ ce < LIJ \ 6 \ \ \\ `\ _ / 165 > o ---- 158 \ \ \ \ \ \ ^^ LL Lr _ 54- _ 154 w Q ` 45 IJ Q 8 501 ago \ -d�� - Q Q�s� s ' a166 . LL co Lu 455 v - \ _ - - W ? V \ 15 t \ 53 153 0 53 61 0 O Z Lo } GRADING EASEMENT 472,6(- /' a 161 W Q 20' PUBLIC DRAINAGE 155 502 EASEMENT, TYP. \ \ \ \ - - - - - \ \ \ \ \ LOCATIOIJ\OF \ ��`� \1 \ \ \ \ \ 4" PVC TO DRAIN TO \ ` _ , y,� / 164 / OStATION OF CD 1� / / \ \ \ \ NEA\HEST STORM \ O I \ \ O DRAINTO l I \ STRUCTURE. E \ \ \ / / O f�llCj / \ \ / /' EASEMENT _ - - - - --N€AR€ST `TORM� / ' �, \ I ROAD PROFILE ON 1 \ \ \ \ LOCATION OF CD-1. STRUCTURE. SEE - - _ " / \ / I I \ SHE' T C8.0�\ _ I \ -ROAD-PROFILE-ON \I 4" PVC 7O DRAIN 20 AC3Pr - HEET C8.02. ' - - - - - ' ' / /' \ / 1 \ \ \ \ \ } \ NEAREST STORM EASEMENT - ---/' / 160 \ I \ \ —I STRUCTURE. SEA / 26" / EASEMENT - - _ I \ 1 / \ _ - _ \ \ " / /\ 1 � \ /_ � \ - -I 1 ROAD PR.�FILE ON, ---------------\\ \ \\ 1\ SPEETC8.01/ 1 ///I - - - - - - - ---�\ - �� \ \ �G I �\` I\ \ \ \ \ 1 I / \\ BEECH / )144I� / - _ _ _ ct-1.I -___ _ i/ _�_ I I ^\ - - - - --__------------'- oeNo. l l ' - - - ------- -'" \ / f / V`� I 1 11 ' 1 : ` L _ -_ �- - - - - - _ - _ - - -- 40919 \IN ISTOM I,I / ' ----- -- / _ / / —' I —UGP— --UGP-----UGP-- - -- - -- - - ---- URE* S E I / I \ \/ - - — I ' l' \ / UGT—I� UGd — — - UGP— - — y-11 UGT— - UCT - _ - - - - SHEET NO. GT - -1-Z- T -- 7—� - _DGr-= _UGP-_- C4.08 L \\ �\\\`�\\\\\\\\ \ / o N. -`_ \ _ _\`-\\ \ -\I ' \II- \ - II II \ - II II I I —I, II I II I II III I II II \/1 I, \� \I/\ I /�///�\ / 1/\ \ /\\/\\\ \\\/\\ \/�\ � lq\\\\\/\/�� l\�/♦\\ �\\ \\i` /j\\`\� /\\\\ /\\�\ \,� "/\ l`\\\ l`\ l�\\ 1, \/ / /// l/ ,/ // // // / // ;/ t �/ // +\ \ \' o r/ / / // /// // // / ,r�/ // r //� / ,// , ,//, / ' // // //,// / / // // / //// /,/ /// // - - 4" OPCVACTTO N DRAIN RAIN T-01.- / •••O• .•'.' '?:•F•, ��• Fr r — — — o OUTLET PROTECTION STRUCTURESEE OPS, SEE SHEET ROAD PROFILE ON\\ \ o - • \\ 416.4 o SHEET C8.01. — _ CLINT W.lo '//o 150 ij�2S jlFFLET-1 d/ p/ \ 445 / rf�C•i�•> - .� o / / , / , / / / / , / / / / , , / , y . �o Lic. N . 543 Ill 4 / / / / / / _ / r ' ', , - ' - � , oo yo y I Qe 'ems Qy y O � � 9/ 15/ 2021 404 / / / / r / r r / — — 20' PUBLIC DRAINAGE — — — • o/ A� ' / / G'� -VI Wr l I P o / , / , / / , / / / , r / / / / / / / ' ' EASEMENT, TYP. - _ 6 h ♦�� 11 9 1 11/ / 1 / l I I /l /l 1 , (�, /// � �'�1 / l ° / / // // //�/ / / / / / / / , // / // r _ gs 149 p 'We '�i/i0 � �, //o//l///ll1/ l / II l / 'Q"/ g�t\\OP _\ /1 /l o// / /,/,r,//,/,' dllll ' o1 �/////////�//tl /l l/1/// / // ///rr�l> ,/ //�//// / �J�'0 I / all / /l/ /(/ II \ /�/ / / /// / / / , // / // // ' _ / M E t� 450 ' 151 Mo o// / of w - N l -- - - - - -- 6 501 \ moo \ �E r ♦ , , / , /, /'/ / / / , / /o / / // / / / / / 1 f I 9 I l /l / , / / / / I / / I �/ / 4250' 144 147 ; \ Y \ ~Lu r ,i o/ /, / / / / / / / / l �/ / / / / , I I / / / 4$5 o LL o PUBLIC DRAINAGE & STORMWATER ,/ / / / / FENCE THREEBOARD / /l / r / - I _ _ \ \ \ 15 W L M / l / / / I - - i% \ \ GRADING w w -u O , / / FACILITY EASEMENT v l / r - \ o rn /o , /, /, / / / / / , I / / / / W u' ?� / / / / / / I \ \ EASEMENT o- > o ry 61 / /, / / / // /41 / /, 1 1 / / l / / / / ° / e.7 , / w�,sd / / / / / / / I /2o'AESA / \ \ \ \ \ W M a // °oREMAX13.5'HEIGHT / / /iw \ 11 1 4 -/ \" .\ \ \ \ I g V NG WALL / / / / / EASEMENT \ v I / / I EASEMENT, TYP. \ \ \ \ \ 40 0 w a3,.00' / 20 PUBLIC DRAINAGE G , , , / / / I l �' RETAINING WALL 2. I I _ _ _ _ _ _ _ \ \ \ o a 0 UI UI UI / / / I I / 502 \ '/ / ` I I 1 I I I 6y — _ _ _ i \ \ \ \ > N O W W W o / / / I \ I MAX 4' HEIGHT ' I I I I I I I N — / I \ \ \ x v 4151 I I , o 0 1 / \ /I I I 143 453 145 phi 1 ORATION OF CII 1�T / I I I I _ ,,., � Lu Lu � � /a� I I _l , I Yo, �� / / /, /, / // / I o 1 I / / w p RETAINING WALL. I I I I — O DRAINTO ry / // MAX 4' HEIGH ; II I i 11 / x —NEAR€TU E.ST \ I I \ W O O O /� Tw I \ \ \ I I , — — — STRUCTURE. SEA — — — — \ I I J // , / / / I/ / / / \ 1 1 I I 1 I I -�-�,� / II / ow 222 / / // / / , /, / // I I / 1 / l / \ I I / / 73 az�.,o \ \ \ v ROAD PRCiFILEONI _ �////,,, , /,,//R��/Q%//'' /// /,////// /// /■r6//° //1 ° /0// q/% /l , / //1 /1 /1 11 ,/ // // // / // //,// ,/ / , / ,/ // , / // I/ I- I'III1 I III1 l '__ I/II I/Il1II � -I- \ � 7{`I/`,i lo/° T \ \ \ \ \ \ \\ \ \ \ \ \ I \ I \ \ 1 1 1 40` A—C8A--BEE— C— 8.-02—. \ 000 26.EASEMENT U U U �V10— — — — — — — PUBLIC T----- DRAINAGE aw EASEMENT, wa 0 w w w / // � / / � � � / / / / / / / / I I I 1 I I \ ■1 I /A I / / I / TYP. 126 B \ � \ I 451 / / l / _ X� - - _ \ \ \ � / � 1\ to vl vl Ill I I RETAINING WALLS. \ �I / MAX 6' HEIGHT W/\\ \ 4 J \\ \ \\ 1 I ! / 7 �� - - \ \ / \ 4S \ I / �— — W W W SAFETY RAILING / , \ \ \ �' � /ov, — — — l 0 '/ /, ///// _ I I i I I \ / / / P/ / /, /2/7.60' - \ I \ \ \ \I` \ .� \ \ \ 450 0 \ , I I I / �.0 \ ~ __—__ __—_ l ,�L w 114 W ON N \I—' -- _ ----_ 114 Z 0 ,o, , / , / , / 414.71 I I / / , \ \ 4"PVCLOqAT O O INT31�11 I / / J - O 7 /o / ' / // , , , / / II I / / / o P / / / / / , I \ \ 44g \ \ 4"PVC DI2AIN TO ` / / - - ---- / / , / , / I 1 / / / / r �42 \ I _ / / / - / / / II I I / / o / /� / / , - I \ \ \ \ \ \ i I NEA�2 I S ORM / ; DATE /60 / , _ I \ \\(R\ \STRU �JR. Q� 2.. SI�E I �------- --- _ ---- 3/18/2021 OA OFIILE,ON o DRAWN BY o H �Y8 o GDI EASEMENT ° 34.7oC. GAYNER bvv 00 / o / / / / // / / ° / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ �I I I I _ \ \ \ / / — — — — — • DESIGNED BY C. SHIFFLETT IOU / o / / / ` / / / _ _ 13fi 1 \ \ \ \ \ \ \ \ \I \ I \ \ \ �\ C `\ 26 I • CHECKED BY / �- 4 \ I \ \ \ \ \ l' IU \ • C. SHIFFLETT — OH o / o/ / 124 / / / ,' / = 136 \ \ \ \ \ \ \ \ \ \ \ \ I ` I �\ \ i \ \ `III `\ W.OAK s SCALE -/t-OCAT19N-P D-2. _ - - - - \ \ \ \ \ \ V \ \ \ \� \ \ > \ \ \ ` • 1,.=30' ' LOCATION OF CD-1. ' / 35� $ \ 15'\PRIVA�E $ANITAkY 2 :' _ ANIMATE LATERAL � � \ I \ � \ 4'=PVC TO'DR TN TO / ' ' 0 / 4" PVC TO DRAIN TO - - - - - / R \ \ J y� \ • NEWEST STORIvL / / R'� - \ \ \ \ , \ �/ \ / ' NEAREST STORM - _ J I E�SE�IENT Tl\P.) \ \ \\ I I \ \\ �TRUPROF] $E' / STRUCTURE. SEE ' - - ^ _ - /' I 1 40 \ \ 10' PRIVATE \ N. \ \ \ \ - \ \ BROAD PROF] � ' ' �4 !� \ \ \ \ I\ _ , ROAD PROFILE ON 1 _ a _ a DRAINAGE \ \ \ \ \ I \ \ \ \ \ , _ _ /� , \ \ \ SYCAMORE T-I SHEET C8.02. 0 I \ EASEMENT Q 20' PUBLIC �`' - p p`N / / . � � � 43 _ _ _ - _ _ _ - / / l } \ \ \ \ IN, \ \ \ \ I J DRAINAGE o , / / /' �' �' - - _ �'/ ) �I• J\ I_ \ \ (WIC ------- _EASEMENTNj,_ - - -- --- /%�� I� \ \ ,� \\\`_ _ \ \ \ v 217 _ - - - 4 - LOCATION OF CD-2. \ LOCATION OF CD-1. I ? / ' / 22 / / / / / / / _ GP P \ i 1 , o � � / ; . 211 21 218 � 4" PVC TO DRAIN TO NEAREST STORM 3 TO DRAIN TO NEAREST , , /, / / � / / /°9 ' / /' , / r / / , / , � / / '; � , / � i / � STRUCTURE. SEE 449 yo, I STRUCTURE. SEE ROAD , / / ' r r / / 12 \J _ _ / _ _ _ h ' I , \��L J \ \ \ ` ` / /i , ' P - - -;i p 1 I GRADING 'ROFILE ON SHEET C8.02.' / / / / / / oo / / / /i' i `� ROAD PROFILE ON F I c \ )A� \ SHEET C8.03. - - - I - \ PLE y P}�EEPIS 15R / / / / 4¢0 - - / � � O I EASEMENT 1 / / / 'Y::: o {mac I U \ 20' PUBLIC DRAINAGE / o o / / / / i; s 10' PRIVATE _ v I / I i / =-' IX / o / / / / , d _ - - - - DRAINAGE _ - / - - / / _ �X z S � /_ 1 /—AJG'T— i � EASEMENT / 183 / / / D ' / / / 43g / , 21 _ d -�' , 7 I 454. I 1 \ �T— y — / EASEMENT \ Q PUBLIC DRAINAGE /, / / Q ``i k/ ' > w EASEMENT, TYP. / 1 I I / /// / ..:/:.:. / / ✓: SE,yvclY �/ Chi' / 219 4S0 1 / / i I i i / / i' / i' i..� J W 52.5p z 7 / / /"' / \ //>/ / // I y I �S—� J j 11 I l'I \ // // / // .� / // con% AG�SA / A� \ c / \ / / / / W Q LL W 0 o co Y✓�k �� j L / / 4 /% W +/6 5 O z 122 I / 1 I 436 0 1 / u I v Cr)v a _p _ O I -. \\ \\ 11 I I I \ J� - / - - - L - —UGP _ =UGP �_— � - - - - Q9 _ _ Q 233 . \ \ \ \ I I I -I- — w—I w— I-------- / 20'ACSA cn \ EA�S'EM�E/ 1 Ey 4" CLEANOUT (TYP.) DRAINAGE PERFORATED SCH. 40 10' PRIME EASEMEI I I II I NOTE: I: .V9 Dc��II /OTj WILL I/IL�L / ONLY NvL\Y\ MAINTAIN \IiNTAceIN WITHIN _TH\ \IN\ DRAINAGE \\\ EASEMENTS /EII M\ \ENTS TO THE ERAINAGE/ r\ �< PVC UNDERDRAIN (TYP.) 1 1 I �� _ EASEMENT I 235 EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR �i N /�\ \ \ ` \ \Y \ GABION BASKET 4U - - - - - - \ \ I I O� \ ayZ I / / I I DAMAGE. 1 �� '� ml, I FOREBAY WALL I / c 300 400 (SEE SHEET C6.01 04 \ I \ 0 1 h - _ 20 - PRA ESE \ SEMEN I / I/ I V 1 :/ SEME :k Qg1 � ` 03 M \ pQ0 / Qy0 ?!14 i / / LOCATION OF CD-1. PRAP 4" PVC TO DRAIN / \ - I PAD \ \ / I / / / TO NEAREST— \ 405 \ , / �V / Y40 _ Pp / 433 Vhl 238 / STORM / / &7 119 120 / \ i // r I , /�_ STRUCTURE. SEE / / ,� I / �/ nJ SCALE 1"=30' oe No. / / ROAD PROFILE ON i Ir ' ' i I/ I \ ' \ < 40919 z SHEETC8.03. I J \ \� 0 30' 60' SHEET NO. 407 / 25 / - - ' I/ / KEY PLAN C4.09 ' �- L _ _ LOCATION OF CD-1. / ? / / , , // 2'2 0 // , / / / / / / � / � 4" PVC TO DRAIN TO �! --__-- - - , / 21 — — — _ �— -_,� — — J — — — — — — — / h -- - — - 4" PVC TO DRAIN TO NEAREST � / / ___ _ _ _ 211 STORM STRUCTURE. SEE ROAD / / / , / / /° / / _ NEAREST STORM _ _ � / /� �.. 12 . , ' PS\ _ - - - - / - - - STRUCTURE. SEE S I ROAD PROFILE ON I ' PROFILE ON SHEET C8.02. ' / / ' / / ' ° ' / / / / ; :i; . ' '' - _ �� C *A� moo/ �' /o/ / / / / ij:440 ' 209 15 - --- SHEETC8.03. CLINT W. /- - - - - -� , / / / P EyS�R _ _ /� �i� I / / /' / / ST�EPS�L 6, /, , / // /...' '� \ _-- -- _ / _ - _ - _ hp �� 7SI�1F y• 10' PRIVATE / • �• O� CD RAINAGE , / , , p / / / ` _ _ _ p : •o Lic. N 54380 4� OUTLET PROTECTION / ° / °i. / / ' / -DRAINAGE _ a . 4 EASEMENT / 123 b , / / 439 _ - EASEMENT ' Q 9/ 15/ 2021 ; OP5, SEE SHEET C3.02 i Rc SCALE 1 "=30' , ' / , STR AM•i�t`,,' �G��• GABION BASKET' / 201 202 / y / , / h / / : 4 O!1 AL �� FOREBAYWALL.r ' / N b / by /, i / / 09 •~IN��N��, 0 30' 60' (SEE SHEETC6.01)�// I I C DRAINAGE Y \ ✓/ / / _ - ', ,� �� / / N EASEMENT, TYP. I 4 n, KEY PLAN /' / / ° o / 1 / / :: / j: ASE1#'N �a / / / - ' SO // o 219 / N 0 NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE � OUTLET PROTECTION/� ¢o EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR - OP1, SEE SHEET C3.02 / 'v E DAMAGE. - \ / / j // ^h I / 7 / / y :' / �/ / _ - " Lu 3AE / 45 . LL °° \ 28_ 230 _ so 6 Lu 100 / / •� /� �` I I I l l lx / l — �� - w J V oo z / / ' / / /' j /, ♦ / / ' �3 / / / • v k ` % ' I I 1 4 I l l l l / / / / / / \� 1 �p / — — V 222 27 �//iii // / / / R1 "f"•k,�• / I 1 I '1 '1 436 i / , 1 �` — ----I------ -- -- \ C7Wry a /'i / / / 1A' / .J�" :k 4 / •�`122 I 1 1 / / 0 1 Ate' e• a v v v 40 -0 I \ z F °'Ix 4" PERFORATED SCH. 40 / / / 15 4 / bp; 3g_ _ z — — 3 O VVi PVC UNDERDRAIN TYP. A • j- ` y` I / ^� / \ 4 9 a a v v v a DP 24 — — QQ9 233 . - / / Q1 k ` • /\ ��/ / o �1 / k�• k /' / / // aMAN'.. / \ i\ % _-- I 221-- \\ �v v� z 222 // / /--_/ d •/ k �1A / / 438 AS T/\ \ / —1__ _ 23 — -___-__-\' i / , - - _- _� ° o °o' Q11 Q16Q1 k• Q �k k`>%k :/y�1 Q15/ / N / FJk2S0E' MACESf A / 4 uO,1 W _ 24 00 w IVATE -4 CLEANOUT (TYP.) • �� ' / ' d 02. / / 4" CLEANOUT( TYP.) _ -DRAINAGE O > >ZI o - _ / ` / 11 103 \ ` 10' PRIVATE 44 . ` EASEMENT O O O - o /�, _ A / o v \ 4" PERFORATED SCH. 40 - _ p3$ - I t U U U - DRAINAGE \ / o ° o / 102 I \ \ 0 C\ C PVC UNDERDRAIN (-Y EASEMENT I \ I 1235 I vi w w w pP�pIN AI , ' N �\ \ GABION BASKET 4fl - - - - - - I �1 Q52 I 0 O O O / / / / , STORMWATER FACILITY � � I I D \ / o w w w FOREBAY WALL F z I / x In In In o ^��u I / a I 300 400 (SEE SHEET C6.01) 04 I I I I j w w j j _ � � / DRAINAGE EASEMENT I I ` •\. \ \ q39 w /� o ° I _ ` >� / / - OS \ \` ` \ \ 04 20" P I E \ 1. _ � � C4 ,k / o�E�tS o O/ ER I / 106 ,M /' \ • • ` �'I. \ \ ro SEMENT \:' \ , / o " N N F PUBLIC DRAINAGE & STORMWATER cn / w C), '. `1.� 0• _ - ' FACILITY EASEMENT' / , - ' / ' _0 301 Z� ACC d y _ _ \ \ I , I / > w o _ 03 40: .;..; 7124 I x M o �n 9 4I I / S i _ / / 31 30 by M \ \ A / Qy0 , I / LOCATION OF CD-1 Q n rn D y �!� , ' , - - / / ' _ , - RIPRAP 302 43�.9-Q 40 `r \ 1 / :: : r.:e I / I / 239 4„ PVC TO DRAIN Z SPLASH PAD 4/ Is 40 /TO NEAREST o DATE 120 1238 STORM >0-7 STRUCTURESEE / / ROAD PROFILE ON o 311812021 406 \/ / v_ z , / SHEET C8.03. } DRAWN BY 108 C. GAYNER 10'PRIVATE- 1- / ' • DESIGNED BY ----- is :;:y PUBLIC DRAINAGE & STORMWATER _ - \ / / i; : I / \ Q55 DRAINAGE SINEASEMENT / / / 435 i / / / / 456\ / C. SHIFFLETT ' / / / FACILITY EASEMENT EASEMENT 5 • 2PUBLIC 0' , Q�J / CHECKED BY DRAINAGE /' F''''%�':��: / I / rn// / • 458 20'AG�SA 109-- 436 ' // // O/ EASEMENT i:: / / / / /. / // / • C.SHIFFLETT Lu// SCALE EASEMENT 26 / / 20' ACSA I I .. /I 24/2 1 "=30' EASEMENT 437(n 225 436.7 / w / / / 438 6 / Lu CL 7: / / b h 0 / RIPRAP/ \ / :; / / p�'.,':'i:a:;dlvN.y/ vr / SPLASH PAD o / / ' `? : c cp . h 1 u 20' ACSA CC i EASEMENT A�PUBLIC DRAINAGE LOCATION OF / ENT, TYP CD-1. I , / / / / / / / / / y' 411 / Z / i 1 / � / / � / � ' / / ��' 4" PVC TO DRAIN TO NEAREST STORM STRUCTURE. Z SEMENT F:::{ 444 / / 16 / Q; SEE W E � ROAD PROFILE Q LLJ > / / , 1 1 / / , / , ' / / / / \ \ I I \ b AC / / / v°'i o / ON SHEET C8.03. Ur lT 1RY SLrWER \ 1 / / / / ' / /' / / / / / / ' / \ \ 1 1 ' l / / / / / / / / / / \ \ I 445 2 ' / / �-� 417 / o to / -1 Q LLJ c) � IGRADING J / Q EASEMENT W LL C) / I I " I l I l ' l l /, O 06 440.8 1 1 I , ' / l l / / // / / / / / / �O acs �O ds I I I I I / l:;:i:.. AA / 1 - - w W � �WI� .;..:::i,.: I / -co z V =) Z O_ \ PA`RCELV9000;00-0q-001�0 1 1 11 I \ \ \\ \ \ \\ \\ \\ \\ \ \ \\ \\ \\ // /l I I l I / I I , l , / I I I I l 1 \ 9. / o n ` m SOD(TH OD 6HARdOTT�SVIL ELL 1 \ \ \ / / I / / / - W 0 � /I / / I /' •/- /I I II 1II1 I I1 1 1 I 1 I I \ I II l jl 1 1 I\I I l III II InjI I\ I II\ I I \I I \I , III II I II I 4ry- I o o I l I I 1 I I I l Il I\4S \.\ 420_ ' -_44-3i9Y' 0TW W / / DW 0 15 —.19' o W. O o 5 o I O o- ° 1 \ N I 1 - - - - Da / 'o / , ' \ \ \ \ \ \ 1 LOCATION OF CD- 0 `\jP \ Z - -- - - ///� / / / 4" PVC TO DRAIN 1\\ 11 I\\ \I \ \ \II\ \ j• \ \ \ 1 'J --- -,� / �' // ' / // p/ \ \ \ \\\ \ TO NEAREST\ \\\\ I \ \ f \ \o°\ �\ \\ I /s\ \\\ \ \ \ STORM STRUCTURE. SEE \\\\ \ \\\ ROAD PROFILE ON \ \ \ \ \ \ \ c S \\ \\\\\ --- - / //// o SAID \ \ \ — / /� \\ \ \ \ \ \\\ --- / 0 \ \ \ \ I I \ I \ \ \ \\ \ o \\ \' \ \. \ \ \ \ \\ \ � -- // \ \ \ SHEETC8.04. \ \ \ \ \ \ -- - - ' // / EASEMENT I \ I o 'PRESERVED \ \ \\ \\ \ \ \\ \\ \\ \ _\\ \ — �'/ \ ° \ \ o IQ IN 7 JOB NO. \\o\ \\ ON \ \ \ \ \ \ _ - --- -- / —i /�'/ /♦ /// /40919PRIVA'20SANIT)RYSLrW oEASEENT\ \ ° \ o SHEET NO. .6d0 yN ` \10 L . -44t pLT Ft ��F �00 CLINT W. 7SFFLETT >� Lie. N . 54380 ,t4.,� / 427.60' / / / I SPA ~1��111!'1• AW \ � I _ I \ \ > E vE TC �448.62' I ` _ - N w 3 LU ¢ a 3 449.12' I TS 448.76' `LL / --� / / --- -- -- - 1---------------- �\ `� �� ¢-i co Z BS 449.72' � W s M -�---445�0'---- �- - -� O 2v a C7 W --_ u > 1O O W W W gg - - - - - - - - - - - - - - - - ¢ TS.48-------i---- -- rZ.34' B--4a8.78 _ _ _ \ - ~ wM - U U U BS ,� � \ _ 49 425.20' 449.7Z - -� - - - - - - - �4�=6� O W W W -_--1---------- - -- - 00 9.3 ' - I - - - - - - - - - V 0 O Age _ \ -\ ¢ 'o n rn � - _ _ I DATE ` TS -1�- > / TS ---------------- --- - I --- \\\ \ a57.a2' ____ 0 311812021 434.32' \ _ -I -- --- \ DRAWN BY C. GAYNER ' es 434.56' - _ _ I \ \ \ _ • DESIGNED BY / TS SS / �- _ \ \ - - - - - - 455.OT - _ 4.92' • C. SHIFFLETT --- \ - -- • _ - - - - - ---- CHECKED BY V_ \ ,, 1 - - - s \ : • C. SHIFFLETT - - - 52.52' - _ _ - ' - - SCALE TS i 438.56' _ _ I \ I / • 1"=1 0' \ _ - / 451.72' I 1 1 9.92 i i I \ _ S - - - BS i \ 451.62' I TC - - - - - - - - - - - - - - - - - l� 438.94'' BS i I 452.31' Q5�' i \ 448.47' TC TCLU - �' 451.89' / 452.22' � 1`` 452.57' �- ---- - - -- -- --- - -BS / I I TC / - 447.52' \ \ TC TS / 452.24' 452.53' ) 4 2.45' 452.63' - - - - - - - TS \ - - - i 443.94' \ I / / / - - 447.32' -�- i I / Tyy 452. 2' / - / 452.69' 452.55' 1461.72' 'bW ----- - - - - - - - - - - - - - - 452.16' 452.60' TW i - 452 69' - - - - - - - - 444. i ' BW 0 452.19' 7 2.33' FFE=452.69' / / FFE=452.69' _ _ _ _ _ - - - - - - - - - - - - - 445' - - - LU 451.46' 452.33' i'/ ,/ I - ---- -- \ -- -- - ---- Q -- > ' SAN PO -SAN / / Bs TS w Asr3 / SAN N � - 47' aa2.27' - - - - _ � z Q------------ - - -- - -- p o 452.37' BW i ' - \ \ - - - - LLJ / I 452.92' J I - - - - - - - J LL co --- - - - - -- \ LU Q RETAINING WAIL' / / / I _ _ s _ - f LL 0 10 } / I , MAX HEIGH.T 2.9' / - - - - - - - W ~ W 5 J_ p FFE=A52..69' / _ - - - - - - - ' . U Q ---------------- LU LU/ I / FFE=452.69' TW BW _ _ 452.5 --- _----- - -- -'' 452.04' 454.69' O JOB NO. 40919 SHEET NO. C4.11 L r 3 7S UFFLETT >� C• � 1 // /, 9/15/2021 ��V� SCALE 1"=10' / / / / r / / / / ' /i' \ \ i / I i •� -cw �CA W o U 0 10120 / E /ao E KEY PLAN I / / / / / / / r / \ \ , / w v E � .N 3 437 \� l If/ \l l / / / / / / / / \ / / / \Y, / wOLu m� l / / r o_ O U ^ a ZIW =- u Wa m oo to IZn In a U)x vNz Z % www -EU) w o00 � > w� \ O O O a a 0 000 0 W W W > > > \\ \ \\ \\_ 9 v v v as P�6 x > cV c\l _ N O O / _ - _ _ F N 1 / DATE / --__ _ > 311812021 43 / I I I s9y / / / \\ /' \ / \ \ _ -I- - - O DRAWN BY C. GAYNER \ \ / _ _ g'l I I I I I I I 1 yti I I I co/ \' _ - _ - Q - - _ _ _ _ _ i • DESIGNED BY I I � I I 1 I I I I I // \\ /� \\ / _-----___ � I -_ _ • C.SHIFFLETT 1 I I / \ _ - - _ _ _ _ I I • CHECKED BY L - - - - _ _ • C. SHIFFLETT I I I I 1 \\ \ \\ /' \`\\ \\ \ �\` / _ _ _ - _ II • SCE 0 LU I 1 x \ V Y 1 \ TW T\v \�432.41' \433.61' \ \ \ �I \� \ \ \ \ \ I I W I \ BW IG \ \ L' \ \ \ \ \ \ \ I I Q \ 431.74' \ ` \ \ \ \ \ \ I / 1 > I..L -i Z /c \\\ \ �I // O a I I � \ /c \ \ \ J 2: co 1 431.07' \ \ I (D W I� / 4 Tw I /c 1. L �c \ BW \ 436.38' \ \ \ - - / / / I . 431.54� LY i �433.6 a3^� I \ \ \ O \ \ \\ AQO / Ir' / J LU 433)49' I \ \ , \ \ \\ I I / R�TAINING WALL / / \ / `\ \ / // My HEIGHT = 3.1' 4 5.54' a3s.vs' \1 // / / RETAINING WALL / I I , C) 1 / A\ b3a.s7' I / I RETAINING WA L / / MAX HEIGHT = 3' I I O / /MAX HEIGHT = 4;1' / / 440.87' / / 1 4 7.05' a5o ar O / Tw / Tuv RETAINING WALL 1 / / / / I I I aaa. 2 / , / MAX HEIGHT = 2.2' 1 1 1I aaa.96' / 44%4' I \\yy a41.os / Tw / I 444.83' / BW ITW / BW TW 78'QQ1 / BW / 5.09' 1448.03'' 448.27' 451.31' / TW 439.5'ES_ ' TW B TS BS 4a1.13, 441.91' - L /-448.11' a39.56' I , / BW / r 441.13' 441. 445.11' / 448.29" 451.29' / O // 439�6 4,4�1'(3' 4 TS BW TW 448.27' Tve I / 438.61' 39.26' / / BW 39.07' / ,,g,W �- BW P9.50' 444411 p 441.20' / , 444.91' 445.09� ' 448.03' i TW / ' � BW }` 1. i JOB NO. / i 4�.96' BW 44 16'/ BW TW \ / / \ / / 439.24' BW 445.24' I / 448.42' 52.50' / i \\ /� / \ 43s.2o / / RE(TAINING WALL / / / aa2sa' / �' 40919 _ - - _ _ - - - - _ _ _ _ _ - \ / i _ _ - - - - ' / RETAINING WALL I I / I SHEET N0. / ' g /y\\ VAX HEIGHT = 2.5' ' ' / / / QA2 g , MAX HEIGHT = 3 I , / ' / 438.1a' r / / ' / MAX IHE GHTA L / / ' f I C4.12 L 441.23'I T / / I - \ / 454.65' TW / Bw 'sw Tw / / / _ _ - - - I / BW ■ �••�t pLT k ��F •�• / ew / ss' as 1s' / 445.24' I 448.42' 52.50' / ' \ _ - - _ / ' •• "` / • l I i` 1' I / 455.03' 457.33' , • IN • 439.24' / BW I ,r / / / ' , / \ _ / / / • \? .fi • CLINT W. >.• 4TAINING WALL / ' / ' ' I ■ •��' • / aazso' s / yYAX HEIGHT = 2.5' / / RETAINING WALL I ' / FFE=457.45' : U % S F F L E T T Y • , MAX HEIGHT �3 I _ I / FFE=a57.45' . �o Lie. N 51380 4 • E'TAINING WA L / r / • / MAX HEIGHT = / ' I _ ,' RETAINING WALL/ /' / / \ - - _ _ • ,{� • MAX HEIGHIf =�4 1' / / \ I Ryp / ' / / 8" HDPE RO •i�G 911 5/ 2021 �4V; / i • 'fW / / / / / / I / / / / / \ I I y5 EfAINING WALL DRAIN AT 2% N11N •■hh�0!�Al ��GJt / sw / I - I / a ■ SLOPE TYP. I�N�N 439.83' 442.29' -III- / / I / / / ' D / / / \ I MAX HEIGHT = 2.9' 456 / BW / / / / M E BW / / I ' ' / / -457 ' 456.69' o S 440.95% TW / a3s.7r /' / /RETAINING WAL / 442.8 , / / / I I ' , / / / / / 45 / / > E MAX HEIGHT = 0/ BW / / / ' I I / / ' / / ' ' / a E �139.12y BS / / / / TW 442,88' / / / / I I , / / / / / ` SAN 457.88'/ 457.02' 456.98 / ' / W 3 439.21' / / R41.15' / / I / '^ V J S / i UM // II ¢LL oLL 3 Tuv / / / I ' 458 442.92' / / I I / I / / I ` 7.45' / ' / / ' W s M 4 / / ¢_j V00 z 441.17' / / I / / / / - _ - ' FFE=457.45' 5�E=457.45' w - ui O BW BW / / / II/' / _ �-r / TS / / / 441.,5' TW / TW 443.12j / �' / 442.10' / / / W / 0.47' / /TS - - _ / / I 457.36 z F ;; r-, es RETAINING WALL 446.02' aa3.1s / / I / 'BW p a x U) \ / a3ss7' MAX HEIGHT = 1' // / // // I I // / I a5�1a' a5s.7s' � -i o LL p Q � y Tw 457.36' / = V > O W W W Yrn � N > y I I / �� OOO z / I I '457.00' Tj�00 457,.22� / 457.56' //� -ss'www 440.99' 1 / / / I / I / / ' / I a54.67' I / �' d d TS I / / M 000 / I 458.04' I / T•C �' O= In 1n In /II ' / // I I A67.07' �' (D > j / W W W II / I // 0 ��ct 458.14' / II I I / 4y W Noo / 0) / I / I 458.14' / // � W O N N z / I / I // // / � U M *' 0 V1 DATE j 0 3/18/2021 DRAWN BY � I / I I / / / / / I I / / $ � C. GAYNER \ 1 S$ I I I / \ / I ' / • DESIGNED BY / y \443.01' / B$ / ETAINING WALL / / I I / , \ \ Ts 4 3.12' /BW AX HEIGHT =/2.4' / / I I / / ' / \ / /' ' 444.07' / 43.12' SAN \ \ \ I / / / / ' • C. SHIFFLETT X l 4W I I / I I // / / I SA /i' / / / / / / ,' : CHECKED BY \ I 1 \ 4a5sa' C. SHIFFLETT 443. 6 5.64' 1 1 / I I/ I // / ' i / / / / , \ 1 I 1 BW l / 1 / I f / /' / /I /' / / / • • SCALE \ \ 1 I I 1 W 443. --r / / / \ \ I I l I I I\ 3.46' l I/' / / ' ' / / / 1 ,.=10' I I l l l 445.6 - l - - l I - - - o Tw BW W4 TS 447 44 5' / 445.70" 445.62' l / / / I / / I /' /' / / / / • RETAINING WALL 460.14' / 1 / M HEIGHT = 2.2' aso.la' I/ / BW 44 / \. / // // / , // / uj 13' 445!87' 445.36' TW 460.05' 46.14' J46.79' / / / / / / / / 456.67' 446.23' I Ts 46.27//Z 4a60' // // / \ / // // /' /BS TW / / / / / / , I 457.88' / I ' / I Z 447.50' / / / / TS , / 460.14' / / / z D 459.84' , I / / / L U a RET'AININGWAL�Y / / // / TW // ' /, / / / //, / / MAX HEIGHT-/Q.8' , / / ' / / / / / / L J )3s rS / / / / / / � z / Q TS 448.27' 451.47' ' BS / / v' / ' / _ _ - ' / i i - - - - 0.58. 460 7' LL BS / 453.17' / / w Q /I� 451.57' BS / / ' / ' LL V / 454 BS / / / / / / / > 449.9T / � / � Q Ts T / SB / I / I / / / W z W 456.27' g 7.87' / / I / J / _ � � /60.70' LL� BW- 50 452.90' / I I I I \� 1 / / / ,' // 457.50 // // / / / / 11 '/ SKI / O gl�TAINING / // I� / / h o ' WALL MAX HEIGHT BW /452.52' TW 452.5 10 / Lo / V / SCALE 1"=10' JOB NO. I I I I I 2 I I I 1 \ //. \ / // // / l/ I 0 10' 20' 40919 SHEET No. KEY PLAN C4.13 L I I I I I I � I I SCALE 1 "=30' - - - - - - - - - _ --- -------------- -------------------------------------- 1 - - - ----------- - - -- - - - - ------------------ ------------------------ '00 i _- f II 4 ,,- - -___-- --------------------------------------------- ------ - 110.02' ______----TANCHBURG ROAL$_ -------_ - - STATE ROUTE 631 c \ - - -- -I (VARYING R/W WIDTI$ /- - - - - - - - OLD ROAD STATE ROUTE 631 -------------- - - - - - - - - - --- - - - - - - - - - - - - - �_ (VARYING R/W WIDTH) _ - ----------- -------------- ---------- --------------------- ---- - - - - - - - - - - - GIE ------------------ GP --_---------- --- ----- UT_ � R45� w R45' - - GT OH OH UGP GP GP GP P - --OHP-GP - - -OHP- oyP� _ oyT� ~ ai HP - UFO - OHP- - - - OHP- - - - OHP- MANAGED STEEP OH. T _ i- SLOPES 20' PUBLIC DRAINAGE - P\ I� (TYPICAL) EASEMENT, TYP. -r-7 r� ADIN iEMEIIT ILI HORIZON ROAD CL CURVE 4 A = 15°41'42" R = 233.00 T = 32.11 L = 63.83 C = 63.63 PC = 15+15.79 PI = 15+47.90 PT = 15+79.61 32, PARCEL 09000-00-00-OOIAO SOUTHWOOD CHARLOTTESVILLE LLC NEIGHBORHOOD MODEL DISTRICT DB. 3375 PG. 063 v�vv HORIZON ROAD CL CURVE A = 17.56'09" R = 233.00 T = 36.77 L=724 C = 72.64 PC = 12+08.96-Alk- f, PI = 12+45.73 PT = 12+81.89 Mir I 233.89' 36' --r-; i0 +----F---h----------�--- i----�--t-------H - 12+50 V.,19'2 - �W 15+00 14+50 ,S31°6vv 13+50 13+00 } W R233' 26" 1\ 1 1 \\ BEECH r - UGT � -UGP - - ? 1 - UGd - - - -U P - - -UGP - - UGP •---_� U T _ _ _UGT - - - - - - - - - - - - -UGT UGT = 7� HORIZON ROAD CL CURVE 2 A = 21 °28'45" R = 267.00 T = 50.64 L = 100.09 C = 99.51 PC = 10+99.50 PI = 11+50.14 PT = 11+99.60 20' PUBLIC DRAINAGE EASEMENT,TYP. -20' ACSA EASEMENT 99.50, +50 11+00 S34°52'03"W 10+50 93�:v5- 323�1 R267 A GRADING - -� EASEMENT 1 GRADING EASEMENT UGT- HICKORY STREET CL CURVE A = 14°02'30" R = 604.00 T = 74.39 L = 148.03 C = 147.66 PC = 10+09.12 PI = 10+83.51 PT = 11+57.15 I I I I I I I I I I I �I �SANI� (�-R 100' - 9,171ti F BIKE LANE i I i r 20' PUBLIC DRAINAGE EASEMENT,TYP. 20' ACSA EASEMENT 20' PUBLIC DRAINAGE EASEMENT ,TYP. C JHT� OHP� 6' PLANTING STRIP 5'CONCRETE SIDEWALK IN %� t pLT Ft LIF' 00 CLINT W. �.,-.D� 7SFFLETT >� 0. 0 Lie. N . 54380 {4� 9/ 1512021 �46 hIN��N�• M E 0 o N � N = > E w v E Lu Q LL o 3 p LL wo `mom j V 2 Z oZj -u O .. rn a(L/1 ry a W Z v M F u 30V)Q U) � a LL w oQ J7 h 4- h i =ry Z ��>>� O www ~ = rn wM � 000 00 000 � aaa 0 x (D 0 � � ct w o00 U 0 C M Q (-o^ o� Z 0 DATE 311812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE 1"=30' Lu V 0 J H� ce Lu z Q 0 J L a Jw co W Q LL O Q } W z C, O W " LL 0 C) 0 0 2 0 U) JOB NO. 40919 SHEET NO. C5.00 L `I I 0 O ' O O 0 1 0 0 0 0 0 o 0 0 ' o 0 0 ° 0 ' o 0 0 0 00 �0 o� e ° 0 O 0 O ol ° 0 0 0 o o / / / HORIZONCURVE CL 5 •,0I pLT Ft ��•••• • 4*° ' / F I/ • ° / / 0 = 57°25'46" O' / / ° / R=277.75 �� CLINT W. >! 00 a / T=151.75 : ' o / / / �L=277.65 �v/7SI�.LFFLETT Y� - • 0o b4 / / �C = 266.17 Lie. N . 51380 4� PI = 18+72.67 • G 9/ 15/ 2021 ° / / 20' PUBLIC DRAINAGE •'� /�\0��\ ' o / / / / EASEMENT, TYP. } °. - - _ ~•hO H1a�� ••• ° �O / / 0 6' -, _ 18+50 17+50� - 010 E ° a ° / R277' > E ` / o / °'s W 2 E 0 / / / Y/O QLL o3 /5 oW Ojk/ HOLM W / 'PUBLIC DRAINAGE & STORMWATER GRADING ,a V � O / FACILITY EASEMENT �' EASEMENT a N N a 0 / / i 20' ACSA \ ° / EASEMENT / 2 `� ` z F ? v o / / / r �(O 0 PUBLIC DRAINAGE 0 x 0 EASEMENT, TYP. \ 4a -i a 0 N am ° o Lu 00 / /o / / / rp 20' ACSA / \ ' / o^060�� EASEMENT \ \ \\ I 0 20' PUBLIC ° / DRAINAGE / EASEMENT, / / \ / \ \ 0 O O O 0 I /a 0 / TYP. I / ♦ �x�o / // / X\ \ \ o > j / ° \ \ I 0 / rrI l W F N \ \ / Z / / ° ° > / / \ DATE I ° 5 \ X > J ° ° °/� ° r � � p0 GRADING 0 0 0p \ EASEMENT DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE I WEi' �� i �' . � , ��•,�� . � �� '' is ��%�( �, Pp- 11,0 I gg Ell 6' PLANTING STRIP 5' CONCF 20' ACSA r \\ EASEMENT' 'HORIZON ROAD CL CURVE Ft399" A = 22°25'28" 8 R = 399.00 T = 79.09 L = 156.16 'C = 155.17 �o PC = 26+54.58 PI = 27+33.67 �PT = 28+10.73 L �. � 11 ��•• • ••. � fit' �� •' • I • 1 ✓�� 11 1 1 1 ,�® r� \ v `9� ' I �i. ... • •• • �I�� y(� �1\K.y��A• I 1 �_ _ _ _ _� 0", :1141 IN L ?SJUFFLETT KEY PLAN M U • •�gu. Lu � rg LWA7 ii.�Niry. 1 � � � �• fir_• .. k 6'PLANTING // \ /. „/a" •k k `/• STRIP 5, � �/ k k C• k k ®f/ k` CONCR,�TE �/ k� k k k k k • k \ / ° 0 0 ° / / / ��kk :��1 EASEMENT �o o ROAD CIL 0 0 o Y i /`yk� ✓ = 22 CURV28 25E °'" 0 ° o ° , �� / R = 399.00 1 0 T = 79.09 V1,00 P' , 0 0� ' �' STORMWATER FACILITY C = 155.17 Ft ACCESS & 20' PUBLIC �o R25' �'( o�u PC = 26+54.58 00 o ' DRAINAGE EASEMENT PI = 27+33.67 1 I0 0° PT = 28+10.73 � o Ft 0� � o .'O gvFFEI PUBLIC DRAINAGE & STORMWATER ,L$x \• � a 0 0 p O FACILITY EASEMENT R25' o +/ °L ,i I � � iS / spa SPr1 PUBLIC DRAINAGE & STORMWATER I / FACILITY EASEMENT / 6' PLANTING / STRIP (TYP.) SPN / EASEMENT 5 20' ACSA EASEMENT Sp.N i I SEWER PARCEL 09000-00-00-00/EO SOUTHWOOD CHARLOTTESVILLE LLC NEIGHBORHOOD MODEL DISTRICT DB. 4770 PG. 320 ►�Now sift ° � �° O 0 o 0 0 0 O O 0 O O 0 WINI �� Imo' � � �• n 11 • Nil IRKING SPACE �� • PRESERVED qq �v 'V —Eft L 1 II II I � I I I I I I I I I i SCALE 1"=40' 0 40' 80' _ _ /--t--------------- I/ // --�- -I-----�- -1-- 1 I I III 1 `+�\� ` \ I \ \ J — \ --7 _ I I-1--------- \ 1 1--------------- T - £ > ` I s \ I I_ - --1-----1----\---------� 1 I I I 1 \ \ \ \ II � = e v \ _ +\\ \\ > ---\ -- \---------- ----1 I I I 1 \ \ OLD L CH _ RG f8_ AD \ \ � / \ � \ — �` — � � i � � � --� •--'_-- -_--- \ \� �� ! I----- `-- I I I 1 \ \------------TA A----0/-- / I i / / I -L---- /\----j-----N------ r---- \ I 1----------------- 1 ----\ i------r----1-----+---r---C-------------- \ \ STAFF ROUTE 6\ \ \ \ --- ----- \---------------'---------- I \ \ 50 \ \ \ ` - - - + _ \ I \ \ \ SIGHT DISTANCE LE\\T - 50 \ \ \ - \ \ \ \ - ! - > SIGHT DISTANCE RIGHT - 615' > i 1 +00 + \ \ \ F \ \ \ \ 20+50 21+ q1+00� 11+5 \ 12�00 \ 4 - - \ _ _ - _ _ + 1$+50 \19+♦0� �� 50� �i�- \ \ \\ \ \ \ y� -' -�-�� i�- *L�s �4.00 \ 124+A--�t�--------- - �0 -�- \ - \ ` 17+50 \ 18 00�-��-��-�rt-��-�- ��-- \ \ \ - \ - -t-- _' �h-yr-��i�-� _ ` \ 50\ _ 1 0 15 50-� F;-7 \1 \ P -- _- - -=_`- _- \- HP t--Z DHP OF / / I ' / T F / \\ _ �IOHP� / / j pNP 500, 1 O (l / NVAY 510 510 HEIGHT OF OBJECT = 3.5' 505 505 500 — 500 SD " 615 495 I / 495 EIGHT OF / EYE=3.5' / I I / 490 / EXISTING 490 GRADE i 485 485 / PROPOSE / GRADE i 480 / 480 / J C, 475 J 475 / EIGHT OF 470 OBJECT = 3.5' 470 / 465 / 465 / / 460 460 455 455 450 450 0 50 PROFILE SCALE :O yz CLINT W.'>.� 7SIUFFLETT >� A� Lic. N . 54380 4� G 9115/ 2021 fOMNAL am O oc E E H Z O a_ u InU) LU o �lu-1 1�2 O W W W > 000 UUU d (LLU O DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN I U) z J W > O W J O 2: LU U J W coZ W J LL > O C) O W/ " _ C) U) O O 2 ,O V 1 JOB NO. 40919 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 HICKORY STREET TO OLD LYNCHBURG ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L 19+00 20+00 21+00 22+00 SHEET NO. C5.03 Ilk Of o It k,Nk I I % I II '1 / I 1 \ \ \ \ \ \ \ 1 1\ b� I 11 / I \ I I \ \ \� \ \\ \ \ \ / ' 11I`' It k \\ \ 1 1 i- \ \ vv ► HICKORYSTRliv C( EET,'/ 6. 491 11n5p `- W I \\4 UGT— UGT- 483SA a \\\\\\\\\\ \ \ _ 1 1 1 \ \ \ \1 \ \\ �' I \ / III 1 I \\ IVj\\\\0, — — — — — — — — — — — — — — — 1 I 1 111\\ \ 1\ \ \ '---ice Ilk yy ,p�1 Met kk \\ \ \ \\ \ \ \ \�\\(�\ 1r 1�` 111 1 �I p I \ \\ � \` /\ \ ` � \ � I\ IGq'( I /I � s XqL�, �•l�� .r\•' A, I'Jg 1111 11 III I I \\ \ \\ \\ \ � \ 7 � Ali . II �' I IIp I I r I I I Mol1 l 1 11111111 \ I \\ \\ \\� NGP� I 1 11 I lilt \ \P— — \\ \\ \\ \ \\ \\ \\ \\ \ v \/ \ �< \ \\ \ \ \\ r\ 1I II 1 111 11 \ I'1 ,'1 ' I I II II II'1 I 4GP—I NpII \\\ \\I/ %JG? Y \ 1 I I I I \ I \ I I I I I 1 \ ¢ I'I cD \ \\ �Q / / / / y , I \\ \ \ \\1' i/ // // � i y/ \gPN d \\ i I II \ \ \ I ,\O \K 1 14 I / I I I f I III Itl11// UGP�' \ ��I� b R SIGHT RIStANC��' Q'<bg5 y - - - - - - - \ \\ \\ \\ \ Al — It -I- / i � �•� / ,' \ I \ I I I III ' II � \ 1 � � \ I , \ ' / I - - ' /\' � I I III ' I I I ► L ; 1 UGT/ iUGT i I I I I °ICI UGT G�-\ I, I , SCALE VL30' \ _ 6 ---LU I I III li// \ \\ / 0� 30'/I 60' / �:Goa 505 505 r-HEIGHT OF OBJECT = 3.5' 500 500 EIGHT OF EYE = 3.5' 495 495 --- SDL-20' — — — � � 490 DROPOSED — 490 BADE \ \ \ SOQ HEIGHT OF \ \ ' OBJECT = 3.5' 485 q 485 \ \ 480 480 EXISTING \ \ GRADE \ 475 \ 475 \ 470 470 465 465 9+50 10+00 11+00 12+00 13+00 14+00 15+00 HORIZON ROAD TO HICKORY STREET SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 16+00 0 50 PROFILE SCALE tpLT If ()F' .rc CLINT W.'>.� 7SILLFFLETT >� A� Lic. N .5431 0 4� G 9115/ 2021 404 '004� fO!1Al M E 0 o N � N C > E w v E <LL o 3 p LL aLu, V moo z — in O m rn a ix u : 0 n Q In a LL w pa=� 0�� O W W W ~ �rn U) wM LU 000 H > j Z) 888 �Q� aaa O W W W 2 In 1/1 In U 0 ct� Q� C4 F o w o00 U 0 M a n rn z O in DATE 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN (wI� V J I� U) z W > O ^ w L1 J O LU J w cocoZ W LL O L0 O LUz 0� ^ V 0C O 0 T� i O U) JOB NO. 40919 SHEET NO. C5.04 L • _ • ��/ Wl -. •0 yCLIN ROOM _UFFLETT MiMil Lie. N .543180 PC: -. i �'� �� nr�l� •. - e — _ .. _ ��u'�/fit\y\t _ �I - \ M%wo—ol PIA oil • 1 0 N - ..• • il�s C o op I - , r�.---- I� �p� ��!'� 1�■ L/� Igo :teeom MWAV��_ _ J �Rnow�-��`-��1 - 00 Mv OR iV go ON pawVON mAw t/rJ�c� ` �i �� ► M-moo' �1. I �t 10 �- row ��A ► ��j��►� ►��jl AM ��\\ \\\\ \'�� //II'//III'1/l/y/__-��'� //-' _�\��\�� :'�``.•I, l: ..1I 1.•.•�•\..•'.\-1 II%�_/I /L�r-- �� 0 � '.'.•• \ \ \ \ \ \ \ \ // / / / / I I I I I 1 — NAD _ / / / \ - \� \ R'?R �- •`•.%�'� .rl'. I \\L\ 1 \\ J r l , J _�'.•_ - - \ w N O O 7. I i ,_--- - - - - -- �� \ r. \ / /,a.• - - � w ONN a5o / I I I I w \ R3 /• 43, - ka LEI u a �nrn - - - - - - SCALE 1-40'/ VW \x \ 43433/� ,\\ \ ZO \�\.. •'' I I I PI \ - - - - - - - - \ :+� (p \ 'F. \ \ i . e:. .'\':: \ •_ ` to DATE Q_---_40' \\ 80' 311812021 O DRAWN BY `� • A - - - i / �y5 I Y i \ I \ / ' i ' / — � � � 431 , • ''• � I � / �� \ \ \ \ .'�: .' : �'. ;\'. °o4`b`�''b \ Q� .. _ � b 43g'':,?:':;;.. \\ bAA56 \ \ 445 C.GAYNER 4 - 1 \ yf� I / / , / � ' � _ _ _ - - 8 • ' - {•ti:••' \ / � DESIGNED BY 9 / x \ / i i , / , ' - _ - _ ''" _ 43g •.: : \ \ \ \ C. SHIFFLETT \ \ y� • l 'sue , � \ , , , / � � - � - _ � `y� • (. .1';.''; ' 0 \ �\1\ CHECKED BY I � — I �:. ;�:,'\ \ \ `A \ Y \ � / � � � � � � � ' _ \ \ ,� •',:'.''.'. '.' "' • l %/ \ /\ • C. SHIFFLETT SCALE 10, ARA 460 460 HEIGHT OF OBJECT = 3.5' 455 455 i / 450 EIGHT OBJECT OF = 3.5' HEIGHT OF EYE = 3.5' OR Za/ / 450 445 — — — PROPOSED 445 \ / aao 440 / ISTING \ / GRADE 435 435 430 430 425 425 ROFILE SCAL 420 420 9+50 10+00 11+00 12+00 13+00 14+00 15+00 CARDINAL HILL LANE TO HORIZON ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 16+00 460 460 455 455 450 450 HEIGHT OF EIGHT OF OBJECT = ,5-\ OBJECT = 3.5' 445 1 445 SDL - 3 ' TO ENr OF HORIZON ROAD / _ 440 EIGHT OF EYE=3.5' SDR 2g0 / 440 / / PROPOS D GRADE 435 435 "-EXISTING / GRADE 430 430 / / 425 425 i 420 1 420 5 ROFILE SCALE 415 415 9+50 10+00 11+00 12+00 13+00 14+00 WARDELL CREST TO HORIZON ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 AS SHOWN LU 0 V J l� U) z W � > O ^ w L1 J 0 LU U J w coZ WJ Q Q LU O L0 C) O LU z 0� 0 C) O O 2 O JOB NO. 40919 SHEET NO. C5.05 L I // I I 1 I �'� A I •'�\:. J\ 440\- — -- — _ \— \\ o\\ • �ft�••,FALT I (F ••,� GLINT W. >i v \ J _�, _ _ ' �� / _ \ \ \ \ \\ \ \ \ \ \ �'� Lic N $1380 4 r I Ip \ \ _ _ / Q I I \ \ I 1 6 S ALE 1"=40' � _ I / / _ ' � — — — / � _ _ \ \ \ \\ \� � � • �J ,,{{�� _' I /' '/� _ �� _ \ � \\ \\\` \ \ \ \� '� 9/15/2021 �(y: Ip 1 I \ \ � \•. � a`5 \ .'..:.:�:�I 1 1 1 I >T �' MCLu \ \ II \ I �:'.',"ijfjti;':'. cn '•. \ '\ a .\'''::.5:✓.. \ ` ' _' — — — — _ — — _-� i i� / � _ � \ \ \ \ \\ \ \ ` � ` \ \ � \ \\ \\\ \_ � LLLu O l/ \ �I I d� \ \\\\\\\I \ \ _��^•,.�`t �� \ I 1 .I: �..�,. _ \.,\ :: vr:.,,�;,.:;`� I RSB� � -- —_— — — _—_ _ -- — Q __ �` — • RSA \ /' � _ �' _ \\\ \ \ \\\\ \\\ \ \�\\\�\\ ww iri O \ \ V 3b.:.:: \ _-- \ \ \ \ "l•\ _ — _' i — _— Q \ \ \ \\\\\\ Ry \ \\♦ \\ \\\\ �O V) w Fn Lu , 3 / \ I / R / 1 w U U U • 1 I .. 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'. �' ' / �� ' J� / — — _�^ er' f'_: \ ARD�L CRES Lo // / / / 5 \ \ \ \ \ \ \ .. •�.:. _ / // /\✓ // _ 0'� _ _ _ / _ — SIGH ISTAN L�F - 192 v \ A5:' :: 1 \ /I / / /) 1 M O O O I l / / / '/ / // / / / / / / / / / \✓ \ \ \ \ \ Y.:.:::.\ i / / / / / i / 10 0 ti ti ti % • r / / / / / / / / / )7'� ^N-' �:•.�.. � f I ^' SQ. . r.�':. / / / 2 I r l � l / /. / / / / / / / RRp �.;. p _ as \: .. ah v, .. v... .. / � / P / / / r Q. :Y'.•. \ 1� I • •" r / / / / / / / / _ ':'::F;.:..':.' ;�.;:;::�• r a:: •: . ,;.�;.;; jQ/ 450 � � J / A / / eh` l / l / / / / l I /—"'a'::i�':: `u• \ �/ ' / / t b'a / h "(}Q8•:..::. / / / w N O O oo M ti ;et/ / / / 447 ¢ I .J" • I / / / / / / I / / I I I I 1 I 1 /.SZ46/ f l / DATE 436.7 I I 1 > 311812021 / �• l l l l l / / // / / //// // // I l I I I I I 11 I \\ \ II 1 I 1 II I I I \ \ \\\\ \ \ \\ \ _--- �' /'i'i' / // / I L— //I— / // ,� / Q / / / / / / / / / .../•:./. //! / O / / / / / 1 1 1 _ ::': '::.. / / / •:. / / 445'... DRAWN BY 459 �•::::� � / I / '� �; / ' / / /' '/ '.�.'f..;:. ., '� /:. / / / / C. GAYNER � / / / / / / / / I I \ \ � \ \ 1 1 1 � — ' _ —_ ' — ' � ' �' _ ' / I _ . ' /,'':��',�?'�' �' � '/ / U • • fp.'!rh,�yh,' • .• .. , �.. / / / �•r':,Yy'r'J'�`�� / / <. 430 \ \ \ _ _ _ _ _ _ i / / _ _ _ / .'.. / ..,.'.!'' ' O / .p .:.rrhi : / / ...Q ..'r., •�F,. DESIGNED BY / / \ 4 \ \ i — ' — ' / / / ' t� 458:':','; A / / / / � I I I \ \ \ \ \ \ \ 1 \ 1 1 1 25 \ _ _ _ _ � � _ _ / / � __ � � / J ,' / / / / ,.�': ` ::.r.r•.rh.;h;'�g � / / \ :�_/::.:. / :�:, �•,:�;':':)'. / / Q / `1\1\ \ \I 42 ` �`� --—_--'�_'�'��'i �— '/ o�I��_ ��__' / _' / /..; R.:.. / ! '%:.'r' • C.SHIFFLETT ..443 •�'..\ • _ , � / _ _ �'� l '. I / /, ;;t;l.;.;' / / ,�:;•, .: •.' / / 2 • CHECKED BY / /$GALE A.,=40' 1 I I 1 1 \ \ \ 1 1 / \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ / / / — ` \ \ \ ` — — — -- _ _ _—�� — ' I '�:. e7.. ' :•::r / / / / / 447' / •f.; •.: t' l A. *1 n ,455 / / 'l::.::''..:'/..:: ^ ' / / .., ...b�Si.Vo'�' • C.SHIFFLETT / 4 ' I I 180' I I I I I I I \ I I I I / ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ �G _ _ _ _ — _ — _ _ _ _ _ �'I / i l — / ./:: / / ':'F.'::::.: • 'e 1 \ SCALE AS SHOWN ARS AM HEIGHT OF OBJECT = 3.5' 460 460 455 / / 455 / 28g / SCR 450 PROPOSED 450 / RADE / / HEIGHT OF EYE = 3.5' / / 445 1 445 HEIGHT OF OBJECT = 3.5' TE�SSCA\ON 440 I \Z C1ROP 440 / O 10 N 22� Sp\. / / / / 435 / 435 / \ / EXISTING \ / GRADE / / / 430 \ 430 / / 425 / 425 / / 420 1 420 0 50 PROFILE SCALE ARO ARO 475 475 EIGHT OF 470 OBJECT = 3.5' 470 HEIGHT OF 465 EYE = 3.5' 465 T O FNO OF 460 460 \ PROPOSED GRADE 455 455 EXISTING GRADE 450 450 445 445 440 440 435 435 0 50 PROFILE SCALE JOB NO. 40919 SHEET No. C5.06 9+50 10+00 11+00 1 FUTURE ROADT15+00 O WARDELL CREST SIGHT DISTANCE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 L 16+00 9+50 10+00 11+00 12+00 CARDINAL HILL LANE TO WARDELL CREST SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 4440 --- GT�� \ 1 1 \\ \\ \ \ \ \ \\ \ / { / \i ':..� i•. \ , , / / I I -I / / /i/ �� _---- �` 1 r r I-, I � 1 I �� " \ 3• \ \ � I \ \� \ \\ \\\ \ 2 / /` / /\ .,,ti.•. � ;::�'�.`::.. \ \ \ \ ` / I 1/ �', ,'_-------, \ \ � � •• LTk r 1 \ I \GT \ \ \ I I 1 1 1 1 \ \ \ \ \ `.. u'e '�'r.N \ \ d \ / / / / l ��1 I / / / _ — — _ _ \ \ \ \ \ • ..j. f l,ri \ � 61 \ 1 \ \ \ r� l¢J II \ \ 1\ 1 1 1 II \ \ 1 \� \ \ \ \ \\ ds / / / /V/ � � y. � � .��M;.:' .\\ \ \ , , / � i %i/ //�i/ / // / _ -- ` ` \ \ \ � • \i' �•f. i I \ \ \ I I 1 I \ \ 1 I I 1 + I / \ 1 \ 1 1 \ 1 1 \\ \\ / / / \ \ . •',4., S / / `_� — / / _ _ _ — _ \ \ \ \ \ \ \ ` �� \ I I \ \ \ 1 I ` \ 1 \ 1 1 I 1 1 \ 1 \ \ \ \ `� / \ '� \ ...•''.' :'.'•:' \ / % — _ _ — / ,/ / — _ �' \ \ \ \ \ ` . 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SHIFFLETT �GN R7! 1 R I I I °... • SCALE SCALE 1"=20' — \ I I II p 1 • 1"=20' AM HE113HT OF OBJECT = 3.5' 465 465 SDL-280 460 EIGHT OF E E = 3.5' i / 460 i / SD - 280' 455 455 EIGHT OF OBJECT = 3.5' i / 450 450 PROPOSE GRADE EXISTING 445 GRADE 445 440 440 435 435 430 430 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 16+50 SIGHT DISTANCE PROFILE - FUTURE ROAD A HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 5 o1 0 50 PROFILE SCALE J W V uJu I� L� I U) z W > O ^ w L1 J 0- Lu O J U w m Z W Q Q O L0 LL U) LU Z 0 O Lu z lcl� 0 0 O O 2 O JOB NO. 40919 SHEET No. C5.08 L LT FI ,'r a. \\ \\ \ \ 7 \ \ \ \ \\ \\ I \\ \\ I II I \ \\\\ I °Ia j� CLINT W. �z 10 + \ \ \ \ \ \ \ \ I _ _ _ \ / I I �v 7Sj.LFFLETT >� � ` • \ \ ` 1 � \ 1 I � � : G 9/ 15/ 2021 w� \ \ � rj I 4s �O!1AL ��%�� 04 / \ I \\FU URERO DB o v E \ N W s M / / / o a ' ' / 3�Q w V LL 0 z 222 F�au w w 000 o it �j a a CLLU Lu v° a. �- _ - ------ -- /y / �K-_--- —N RbADI 0 �C4 DE LOPME / / /ZNROD 1 / / I I I �_ / \ w N N \\ // p+�0 _�_ _+ P POSED61'V OTR/VV - - - - - — - / I I \ o / / / I v \ 145.58 / \ \ F N a 10+00 p-__�_ FUTU E COMM RClAL— — ��— 1 I \ — — Q p M cp ENTRANCE,-- t —' 2 — — _ _ _ , _ o %a / �tP �cP 8s ' / / ' II / i \- - _ > DATE . , a / / , \ I �: / x 3/18/2021 DRAWN BY 7— C. GAYNER \ 1 / / / / / \ \ / - _ _, • DESIGNED BY \ ' r —, /' / / / // // ,/ / / \ J • C. SHIFFLETT III II /'// I _�- // I I \ / , / // /,/ /, /// / / // /// // /\ \ \ \ • CHECKED BY �, I —� / / , ' / ' ' /' / ' / / \\ \ \ , — — \ \\ 3 • C. SHIFFLETT — — — $------ • • SCALE SCALE 1 "=20' / - / N.A. 0 20' 4 // • I .,nn Snn HEIGHT OF OBJECT = 3.5' SDR - 18 ' (TOI TERSECTION) 495 495 OF EYE _ .5' EEIGHT 490 / i 490 / SE L - 280' 485 / 485 iPROPOSED GRZADE EIGHT OF OBJECT = 3.5' / aso / aso EXISTING G DE / / 475 / 475 470 470 465 465 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 SIGHT DISTANCE PROFILE - FUTURE ROAD C HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 5 01 0 50 PROFILE SCALE (w� V J U) z w > O ^ w L1 J O Lu J C)w m Z w aQ 10 > O C) O LU C O O 2 O V7 JOB NO. 40919 SHEET NO. C5.09 L / 9 / UGP�\\\�\ ,c 11 II 1' II 1' 11 1' I�I 1 III II I I \ / � \` � \ • ••'L,FI ••� r II'1 I I \\ P� \\%'\ •• �t p T (IF ��i V / / \0a// 11 11 I ',� I' \\--- �\ 1 , \ \ \\ I I ',�I� I,'I , I I �II I II11 III I �� \\� \ `\ \ :�•\i `,ice pIIC CUNT W.>: S UFFLETT >� i rn \ /l e 1 m ,� 1 I , 11 ,1 1 I I , , —C z II I ` \ )j / �'o Lic. N .51380 {4� O 1 ' \ 1 \ 1 I I , I , - \ ¢ , ` \ \ / :rI 9/15/2021 4V: ------ -- p - I 1 \ \ 11 I I I , I I 1 , I II III `\ G�': 491 492Im 490 1 (n E ''...•' ., 'a ,. ..�, o: '.v' °v d _ — _--_ i I i I 1 \, \ I I i I I , 1 ' I III' II \ III II \\ \ / /// /�// N ou It (D o •. _ _ _ _ 1 I 1 1 / 1 11 I I I , I , I \ I / % ' ' > E / // 1 w aiE / 1 I I 1 1 I I I 1 I 111 i III II ,� w 3 I I � I I // QLL13 ,� ' I 1 ' ' I ' I ' I II' I ,-/�GP�=� ` /� / ♦ / l I� I � J�=—�y`1 ' / �'>pOi P 10+50 /11+00 - --�- - + _ - - / / 3+50 / 14+p / / / I 4�1�% I I — �I� c� w .. 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PROP. \ / ° „// of / \ �1.��/// % ii�/i 00 .J l l / Il COP/I �i ' ( l/ \\�`\`\�'/iiii /J / ( / // , \ i%-- /IIII ei•II/// r.A/////// j �'i///'/� �' /'/� //'/i'/ /'/ �_ / r.� b.F �L��\ \ - ��`� \ i/ O� �/i /r /hl I o //r /%,✓/'J/l r �/ -J111\IIIII\\\ !(IIII IItN//, /i r' \ u (\t 1 ( IIII // // (,//j" ��" I'll ' - \`\ 1( t III I I I \ O, \ \�1 I , +I,{IIIIIIIII � ,� _\\ J\\Ir�\\\\\\\\\\�\�`� �'` III )• \ I1\\�Oo\\\�- ---�� / /��''\ -'J�/ _''= J \\ \ _ �\M,!I� �r _ , / 1 �`� \\� `- _ \ I I / 1( / (I I I i' a / =�- \ \\ / Ila/ /, r�,,,,,,/ �� + \ 1 ,, ice= 1 _.� 1 \ �/ , _ �,q __ '[?,• I /'IiIIIIII/IIII( 1I I``\\�_�j/iii�/i/i/�/�//d//jJ/�✓i �/ I,�q /J,p/ /%////,j,////�'�'ia50. ••,ll�' f'y,, 1, '� ////r,///Jr/.�,_� -� , \ \\ 11Ir -�\\ter,/. 'ice•-,/', ,\\. \ - L _ PRE -DEVELOPED ONSITE ' I r l / / / / /� , _ - - U , \ - C / -= r /// r - / / Any�/ /// // - Rr \\ \� / _ii /(R r- �\\\ J \ - - /ryp // I° /DI �\ �♦ \\ \\ \ 1 ) _ i �r-a,a•09a-r� r! _ �� \ \ DRAINAGE AREA \• f/ 1 7i,( I 111 III, IlI /I I III I I I _ \ 0\ \ \ t \ \\ . - _ _T ' �' / ' /�f - / _ - - - - - \ ✓ \ �� Jr Jlll r/'i/ IIIIIII / \\ TOTAL: 14.75 AC // / 4 I \\ \\ 1 1 I I I �'� - _ 1 II lu /'; I I \ _ . IMPERVIOUS: 0.21 AC ` I / / - \ ) , , \ _ o _ _ \ t \ 1 p)1 \\., \ t \ ,(I 1 \\ \ \ \ \ \ 11 \ 11* I -_ _�_ / - -R \ r ^ \ \ m \ \\ 1I \ \ 1 / r I I / \\\ \� \\\ ' _ ) 1 1 - _ ( 1 \ - _ - \\ \ �\\ oh of \ XiIfING RWSA 20' TURF:O.00AC !//PJr ) /� �O\ \ p\\ \ I � _ r \ I I I 1 // -_ _� / �\_ _ J - - \ I U \ i� \ \� \�\\�>do \\� �11 7ERLlNEESMT. WOODS: 14.54 AC / / /✓� / J-/) �1WIN\ \\ \\\\\\\\�\\ \ I I r\ ` _ _ �1i / I I / - _ I _ _ - l '"' t � I1\ �'l � _ \ _ ` _� � I L \ 1 � \ � \ � \ 1024 p. 148 D. CN = 61 / /,_ _ //JJI 0�\ �\ \\ - - - nl(�T - - - _ � _ - \ I \ l J ` \ \ v\ \III\\ j111\ ; // 9p. 150 Tc/I1�\\ 1q� \ 'l \\\IIIIII II I\ / _ -01 �k�\\ \ \ \`` _ -- - , � / // - _ / J 1 \ \\\ �\\ \ �'A \ \ - - '1 / /� /i/ / /� -� _ _ _ _ I \ 1 /j�yl�'F �'\ \\\\ �� 1 1 \\ \ \� - /�•O- � � I \\ 4 (1 r///I I /'Il( ,-�Q \7 V J,/// �rl'/Ipl 11(�P\\-\\\\�\\1 ` \ _y/ /i°s/ c.o_ �//yo o i'-/ - /l�/�,��,i%y1b ./- //''///"l//7]►�l/.Jpl/g, , I l //I//j/1/1// ;'/ /'//'/'//// ////// '//�/'/ri,%iir'//-'__ _ __==�_50-_=�_ " II �-// !w�7" r�y' '/// // i /�' / /// / \ /` I' / /` 1 ! \�/\Q _ _--_ -' _-- I- \ -A\ \te/'- _` -�i/-_/ I/� }\ \�_� -_-__ '' / (� 71\1I Il •{I' ' I I 1\ III \\i- - \ j1 I\ In °0 °� o 0 0.0 11/ / ///// '11/ 1I'/!I/ M1/m/,� I III IIIIII III III I II1I111I11I1\11I I1I\\I\I ( II III IIPIIIIII I�I1Ii I1`ll a \ �\'\-�l •\ •�1 l\ \ \ � \\ I'�llll //l// /// - - \\ 7` ✓/ \� _ I ////l/ 1�- __----450 \\ �4 �� , l I I Ill / / [ _ V - �� - \ =±emit_ I -\ \ \� 1 I I �/ / /�// / /,�IIII111II/( <\��_-___ -_- -\ \ 1 �_I.'�'/i��LP1-/70-0��(i7'� /J/-IF � 1 '�[1\ // /!E�� I ` \ _ /ii- \\I b> \ .ii/� y // / 1 t h j/ '�f .+, \� / / / / -II I \ `y� '�i�/�1 \d \ /ii /i�� %/��1 \ / 1 11 �11� / c -'�/ l /// t J 1 I 1 r' �i' ' �yy�, / \\\ '/ ,_--ii/'��%�i'/I 'I(\�n\\\1 //� // ,/<lI/l� Wi 1�:'=y-i/i//^A\\\\�"J_/i %'l//�/ ( IIIJ� // ~'/ii�i =Y •�`\\\A\�\ \ - IL Ila\ \\ �\ / l/ I\b 1 IIV'N\\ 1 / ' / / ' ' / ' / / / / / / 7�y y _ \ \\ \ I I 1 I / I I / / / i / / _ i / ///i / % _ _\\\ s -_ = = _ /i /, /// _ , 1 ! \ '«` /Ill' \�\ I'p, / / l l / /, ///!Il /'l(/ / ./'%tGr_\_= •s i�l'''/I�(' \\�� \tl( 'vw\�\\ _ i _,/J> /i ,/i'i/i/i I // /J lrl ! v \ ,// / '/i /_ �,Da \\, ,/// �j/// / l , /, /, /i / b PRE -DEVELOPED OFFSITE __ ; g4� _= r ,� / ,� // ///�i / r l 1\ y�/\Q�� \�, // / / / / l I - / D - = = ��1- -- /i/i�ii i / /'// - - / / y� /./ A n\ ✓' \\\ \ \\ / / DRAINAGE AREA / i/ii / ' / / - \ \ \ \ \\ I I I / ////i/,l l/ /,� �// 11 Ill/ �Ilr // / / / / / / //. �/�lll`/l /// 1( �i� \� / // /' / ' / ,'/ �/i TOTAL: 1.52 AC �-120'/�%WlT Y% / / //� / �n \ lll, j1 11 �.l l /, / / /� _ /i'i 7 \� \\/ /� '/ j 8//'da 11� I IIII,'lllll�j',/l/// /////IJ ( c/-=-'/�i /iii TURF:OI OAC .51 AC ' /' / -' 1 I - / 1 1 / 1 \\�\ \\ �\ \\� \ \ \\\�✓ IIIIII \C �b\ \� / / //I � � II I/l, ///�/�� \\IIII �� I , / / l I \ - _ - / /i�i IIIII Ill / / IIIII \ \ �ii� \ J/Ill lllll/J// III I /IIII \ \ \ �` -/ - / = �/� ir; WOODS: 1.01 AC \Il\\\\Obb„/Il�ll!'l!%�1111 IIIIIII __ UN=73 \ \\ �� I11 ' / '/ I [ / ` v r y� / \ \ / / G \ \\\\ \ \\ \ 10 \ I 1 �` TC= 6.0 i // / X �,,, K \ / \� > 7 \\ \ \ l \�\�\��\ \\\\\\\ \\\\\\ \ _�i / i��'=F-i/ l// % /j•G ' //Jim p [! I _ 1 _ / �\ II \I\ 1 I l lt\ O\��\��\�/•./�\ /\\ 1\\\\1\�11\Illl�jl\ \� %��\�\/�� r V +�\\\ / / \ \ \/ / / �' 9' \ 1 IIII \�i ` \ \ tom- �__ `.-� o• \. -_ _�! �� \� \�_=C�� i i / iit\ \\ �4�' \��S �A� �� _-_ice•'--�__� // JI A\ a / / y� II \\ PRE -DEVELOPED DRAINAGE AREAS `� Z� �� \Oj \ �\\\�� - ///�/i '/ /// / ///�%/�/ -i�� --��-_ �� =�� - /,/ /',�'//i\ \+ \�i �' a. ^��r\ '•/r'/ \\\\-.� ��• /1////I 0 I1j 11(\ \+\`\\\\\\\\�1\NI\\Il\\II \ O / i // ..Ill '�\,�1' °° / ! / ,',' ' /// Ill II ' / ll I - - / 1 ° ` it / / / '�I I / - %\� »/, >, »l// rr /i / �(,• , / /, I / I ! � _L-L- _- \ \ T l \ \ \ _ L1 1 Io ��/i O/ 1 � ///DRAINAGE AREA 0/ TOTAL: 7.01 AC _Q' PROP. \ \ _�/ DRAINAGE �'/ /% ///�� _ _ _ , 41MPERVIOUS:4.24AC / /,r / / "/ /'// '/'/ / / i = sue- F� \ \ ri' TOTAL: @ "'%�''�-_- �_ TURF: 2.77AC \\ \ l 0/r// 1 II i / IMPERVIOUS: 0.11 AC \ %�� -- / ' ' rr , o ' ��'-;ii- ' Ij/q) ///,I \ 1� /mil ' ,'J^ / - � _WOODS: 0.00 AC I I / /Oi / ' / / I / / / i ri / / l I / / r - CN = 83 IIII Ib/ / / ("•� ` ! \ \ \ / / _ ° TURF: 0.38 AC r l _ - - I / / t u \ l I \ " /\� ;fi / /� _ WOODS: 0.14 AC ' i I / _ - _ _ \1 l l 1 t III I I I \ l \ 9p, \ \ I (\ . ` `~ j� .`/ - // �/, /RCN=67 �\/ I I - _' / \\ � \ \ \ _ \� �°• \ \ l" / � -,�_ / � �c i •-V" � ,Tc=6.0�,\ N. � e \ p - �p\ IIIIIIII'IIIII I'I } \ %///�i�j //// r�////cy/,/� /ir' 1%l9 \ \ \ 11 1,\ 111 \1 1 \ \ \\ /,//i /r. ///// / I I r 1'/ l // / \ \\\ \\\\\\ \\\\ 1 J \ / /////i/d'r/ /�// 11 ,p to �•� l J / J/ \\� \ \ \\\ \ \ _- - ' // , /iir /ir //r II /'\J /l U \\�\� \� '/%l 11 �I 'l< illll I I -fir'- \m\\\ tl\ \� \\ !1 \ - _a \ /\\��• �� A\�\\�\\^ /'llJlll��///� IIIIIII / \\ //(Il \ \\\ \\\ i Dl �IP R.WSA fq E///1////7///%r/i 148D2.Rp //iDRAINAGE AREA 5 � - --- DRANAGEAREA 1BTO 0' BIO-RETENTION#1 .- / jl - LB �� _ \\ \ \\\ \\ \t\\II \\\\IIIII\ 111(I JI - TOTAL: 0.30 AC . ��` =-��/oii / //� � r \ � \\\\ a( \ � - - � � I IMPERVIOUS: 0.06 AC , - --_- i \\ \ A TOTAL: 1.52 AC - - - \jj ? - i C / / I ( I I I \ Q/ TURF: 0.20AC = _ %� - 1 "�/o �� t y \ �00 IMPERVIOUS:0.51 AC \\\ `M, I r 1 \ I \• I� II �� WOODS: 0.04 AC _ ° - _ _ t ?r\r TURF: 0.00 AC \ \ - �E4 / / / CN = 68 _ _ - _ o / WOODS: 1.01 AC _� --_'• �Y~ _ l ��\ CN=73 TC=6.0---� \_ ,/ -- �, .1 �lal//'IIIIl1111'r/,IIIIIIIII y S� -- I o o - l j%` ' / � / 7� / Tc = 6.0 f 1 \ \ _ - -� - \ / � - ' - _ \ � L. 1 I / � � '� r / r \r'- " / ! � �-- Q` _' j 1 \\ ' J , II /.\`` 0/� 1 \ I .t /i �_' / �` _\ % / / �C i��__-\\\ � •- / I \\ \ \ 1\ \\ J i \t/r 1 / � . / ' I � I \ ^ ✓ / �.� 'i ._ / � 1 I all I I I l ./ III ' /i � // / � 1 1 I \\ \ � \ \ /;'FAj�C�L VV6 H_AR_L4j�Eb -"C^� / ! I �■ I ``�� 37�,��/�. I/IIJ �ANN�R/ /' / /'� /l /�_IF I%��_ "/ \\\ =_i�/i/i/r Ii \ 1�"'>\\ /.///%^ c'=�/i%i l\\� " �,��_ /�/r//�� / r �' /Al _ / I-v�k I)lll l\L-`=�// - _ \ \\\\\\ IIIII�1\f ,.. ' /// / / / I /,////l,//�=_`_' ===�iii' \\�____�__ /i/ / ' _ tt // I // , / //. //. //.'..%// 4� I .'I', i r/'- \\_ �///�, % /III �1� V. I DRAINAGE AREA IA TO, 1 �\ / / i � I� 1 L rl'��-�, � . / / / // / -_ � \ _ �7✓1'�- �'�'� i /ii /G Ipl I I I BIO-RETENTION#li / / /% \1 r y 1 // iii//' / -�_ __ _ 4 / >'r ii///iii / i l ' / _ // 1\l 1 'v �•.� �2�� \ \ _':N 1 111ll \ \ \\ \\ \ \ TOTAL:4.48AC' \ \ \ \ ',r// �� / �j = _ _i�f/ ' '% i G' 'i -\�)\)t \\�\ IMPERVIOUS: 2.68AC //'x /� '//i4i/i/�//' "%' "-%/��%� //////i�/�/ --� _/ / LI \ \\\\\ \\ \\\ \IIII \\ \ ' ///J / /► ''i`�'0 ' 1 \w \\ TURF: 1.54 AC \ l /// /J/Jj�rHy/ /may /i / / / / ��r \ \ \\\ \\\� ' \ \\ ✓ 0\ \\ ///^��/,//��// yi /i//, i 'GJ�_ _ \ 1' / 1 cI\ \ \ \\11\ ��\ WOODS: leAr"i� �i G�/i / / /i / \ \ \ CN - 83 J ll lilll///i ` :DRAINAGE AREA 2 TOiZAK'/%'� ` \ \ \ \ \ \ \ \ 3\ \ \ Tc = 6.0 fir / i/ \ 1 ♦ w BIO RETENTION #2 �� y // ' r , / I lam[ ) \ (C - \�\ > ! q \ \t\ ly l o TOTAL :2.36AC \ J��\ � � \ � A -A �__ s �w�r� � _r-_� // / e�\\\O \�.a,�. �♦„ � � IMPERVIOUS' 1 37 AC a /r /i r / " , v-� �� ` 1I 1 2 u/ /,�/ ��-. ,�' �C � � a� - l 0_ / / / \ �LfrK.\.A. III / 0 sY f TURF:0.95AC //\\ �4y �!\\\\�� \Z C _ `�\, � �-�-` _ ��\ \\\S _ \ \ WOODS: 0.04AC l�\lam CN = 82 4,Y0Tc 6.0 ; �"�a��= - _>-Y•.'_ -_ A\ 1/ JII \ \ \/ r \ / \ \ -\\ 1 'Lmi: \! JJ1111 0 II\ % -F- 1 L\ WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) PRE AREA 1 (ONSITE) AREA = 14.75 ACRES IMPERVIOUS = 0.21 AC. MANAGED TURF = 0.00 AC. WOODED = 14.54 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 7.42 0.404 10 YEAR 43.82 PRE AREA 2 (OFFSITE) AREA = 1.52 ACRES IMPERVIOUS = 0.51 AC. MANAGED TURF = 0.00 AC. WOODED = 1.01 AC. Tc = 6.0 MIN. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 2.30 0.101 1 YEAR 9.67 10 YEAR 7.18 10 YEAR 51.04 DRAINAGE AREA ANALYSIS (POST -DEVELOPED) POST AREA 1A TO BIORETENTION 1 (ONSITE, DETAINED) AREA = 4.48 ACRES IMPERVIOUS = 2.68 AC. MANAGED TURF = 1.54 AC. WOODED = 0.26 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 11.48 0.510 10 YEAR 27.80 POST AREA 1B TO BIORETENTION 1 (OFFSITE, DETAINED) AREA = 1.52 ACRES IMPERVIOUS = 0.51 AC. MANAGED TURF = 0.00 AC. WOODED = 1.01 AC. Tc = 6.0 MIN. FLOW THROUGH BIORETENTION 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 2.30 0.101 1 YEAR 2.28 10 YEAR 7.18 10 YEAR 48.74 POST AREA 2 TO BIORETENTION 2 (ONSITE, DETAINED) AREA = 2.36 ACRES IMPERVIOUS = 1.37 AC. MANAGED TURF = 0.95 AC. WOODED = 0.04 AC. Tc = 6.0 MIN. FLOW THROUGH BIORETENTION 2 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 5.77 0.256 1 YEAR 1.04 10 YEAR 14.31 10 YEAR 14.11 POST AREA 3 TO DRY POND (ONSITE, DETAINED) AREA = 7.01 ACRES IMPERVIOUS = 4.24 AC. MANAGED TURF = 2.77 AC. WOODED = 0.00 AC. Tc = 6.0 MIN. FLOW THROUGH DRY POND Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 17.96 0.799 1 YEAR 1.33 10 YEAR 43.50 10 YEAR 37.11 POST AREA 4 (ONSITE, UNDETAINED) AREA = 0.63 ACRES IMPERVIOUS = 0.11 AC. MANAGED TURF = 0.38 AC. WOODED = 0.14 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 0.61 0.028 10 YEAR 2.43 POST AREA 5 (ONSITE, UNDETAINED) AREA = 0.30 ACRES IMPERVIOUS = 0.06 AC. MANAGED TURF = 0.20 AC. WOODED = 0.04 AC. Tc = 6.0 MIN. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 0.32 0.014 1 YEAR 3.73 10 YEAR 1.20 10 YEAR 88.93 CHANNEL PROTECTION (ENERGY BALANCE): "DEVELOPED :50.80*(`rrPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + Q'PRE-DEVELOPED OFFSITE QMAX (1-YR) < 0.80`(7.42 " 0.404AC-FT) / (0.510 + 0.256 + 0.799 + 0.028 + 0.014)AC-FT + (2.30 CFS) = 3.79 CFS Q(1-YR) POST -DEVELOPED = 3.73 CFS OK NOTE: THE STORMWATER QUANTITY CALCULATIONS AND PIPE CALCULATIONS FOR THIS PROJECT INCLUDE ALLOCATIONS FOR 2.14 ACRES OF IMPERVIOUS AREA FOR THE FUTURE DEVELOPMENT OF BLOCK 12. STORMWATER NARRATIVE THIS PROJECT INCLUDES THE CONSTRUCTION OF THREE (3) ROADWAYS, A RESIDENTIAL COMMUNITY, AND ASSOCIATED UTILITIES AND LANDSCAPING. ENERGY BALANCE REQUIREMENTS WILL BE MET THROUGH THE USE OF TWO BIORETENTION BASINS AND A DRY POND. FLOOD PROTECTION REQUIREMENTS FOR THE 10-YEAR STORM WILL BE MET BY RELEASING THE STORMWATER INTO THE MAPPED FLOODPLAIN, IN ACCORDANCE WITH 9VAC25-870-66, SECTION C.3.C. STORMWATER QUALITY WILL BE ADDRESSED THROUGH THE INSTALLATION OF TWO BIORETENTION BASINS AND THE PURCHASE OF OFFSITE NUTRIENT CREDITS. DOWNSPOUT SPLASHBLOCKS SHALL BE USED FOR ALL ROOF DRAINS. tpLT Ft (IF 1110" i CLINT W.'>.� 7SIUFFLETT >� • • A� � Lic. N . 513it0 4� rj 9/ 15/ 2021 • hIN��N�• ^� E 0 o N � N C > E w v E w w 3 Q LL , 3 p LL -i V oMo z w -u O rn In a C7 W vV1 v u 30U) j Q w ur) IZ ��">� owww ~ rn wM 000 000 M 0 W W W x (n (n (n 0 ct� Q� C4 F o w o00 r*4 IN ka U 0 UD rn a n rn z O in DATE 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLETT SCALE 1"=60' (wD V 1� 0 z Q z ce z w W i 2i LL LLI 0� a J i Q w Q wLL z LU IQ=) CI w " 0 0 0 U) 0 2 0 U) JOB NO. 40919 SHEET NO. C6.00 L BASKET EDGE 24" LONG EPDXY COATED #4 REBAR PRE-TREATMENT CELL �-A1 STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #1) NO SCALE BASKET EDGE 24" LONG EPDXY COATED #4 REBAR 1:1TiT8g0:L'FA '-Al STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #2) NO SCALE RIPRAP-LINED PRE-TREATMENT CELL 0 / o \ d o / , o \\ op 0 PROP. RETAINING WALLS, SEE TOP OF DAM = 426.50 SITE PLAN FOR LOCATION 8 EMERGENCY SPILLWAY, RETAINING WALL 1 45' LONG, 5' WIDE TW = 429.23 INV. 424.99 BIN = 424.10 1.01' FREEBOARD RETAINING WALL 2 100-YR ELEV. 425.49 _ -� IMPERVIOUS CORE TW = 428.10 10-YR ELEV. 424.87 AND CUTOFF TRENCH BIN= 424.10 - - n�^ CREST ELEV. 423.92 11-YR ELEV. 423.75 60" RCP RISER W/ TRASH RACK & ANTI -VORTEX DEVICE INV OUT 417.90 (24" HDPE) 6" PVC PIPE POND BOTTOM 418.00 117.9l' - 24" HDPE @ 0.50% 4.2" H x 4.0" IN ORIFICE W/TRASH RACK INV = 418.00 INV 417.90 POND BOTTOM TO BE INV 417.01 COMPACTED CLAY LINERS 8' DIA. X 1. CONIC. BASE NOTES: EMBED 6" IN CONCRETE 1. TRASH RACK TO BE INSTALLED ON ORIFICES AS SHOWN ON DETAIL ON THIS SHEET OR APPROVED EQUAL. 1-YR ELEV = 423.75 2. IMPERVIOUS CORE AND CUTOFF TRENCH SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN 10-YR ELEV = 424.87 TO BE PROVIDED BY GEOTECHNICAL ENGINEER. 100-YR ELEV = 425.49 3. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING CONSTRUCTION OF THE POND TO ENSURE ALL RELATED REQUIREMENTS ARE SATISFIED. DRY POND DETAIL No Scale O / / O \ \ O o o ° / - p, _ 00 / oo \ \ \ / o +\\ \� 1 / GP o ° ° °\\ / /°Oo + o I 0 0 / I o 0 �VDOT SIGHT o o \ MANAGED DISTANCE ° o / ° \ \ \ \ / STEEP SLOPES 4 EASEMENT ° ° \ \ (TYPICAL) ! + o 0 °° ° \ �.. / O Q Q ° / / o / ~ o ° \I/. ' 0° 1. / + ° 1 0 o STREAM BUFFER/ ° / ° 0 ! 0 FLOOD PLAIN ( �°°I l I / o / ' �• o g DRAINAGE AREA C UNDETAINED TO DITCH ALONG OLD LYNCHBURG ROAD PARCEL 09000-00-00-OOIAO HWOOD CHARLOTTESVILLE LLC M ------- �- - - ------------------------------ - ------------- - - -+- - - ----- r 0 PARCEL 07600-00-00-05 ^� SOUTHWOOD CHARLOTTESVILLE LL o NEIGHBORHOOD MODj DISTRICT e�� _� p A • • • �• _ /� ■ _! • - _ �. _o AC Al \�. '�' . Ir..� 'A 1 .-♦-• • ♦ •'♦ • _ • ♦ ♦ _ .-♦-. .•♦-. _ -♦ • . c� ICI • - -vr DB. 4706 PG. 198 60" NYLOPLAST BASIN WITH DOME GRATE - TOP: 415.00' STRUCTURE TOP TO BE LOWERED AND ORIFICE TO BE PLUGGED FROM SEDIMENT BASIN CONFIGURATION. TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK SEE STORM PROFILES FOR ADDITIONAL INFORMATION CLEANOUT RAMP SOIL TO LIP OF - OVERFLOW STRUCTURTE MIN SLOPE 3:1 BOTTOM OF BIORETENTION BASIN 3" HARDWOOD BARK MULCH 36" BIOFILTER MIX 3" NO. 8 STONE 45" NO. 57 STONE 6" PERFORATED SCHEDULE40 PVC UNDERDRAIN 1-YR ELEV = 415.05 10-YR ELEV = 415.25 100-YR ELEV = 415.96 MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 36" HDPE NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 4.63 ACRES TM= 10,877 CF - 1.25 = 13,596 CF IMPERVIOUS: 2.83 ACRES MANAGED TURF: 1.54 ACRES FORESTED: 0.26 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (5' X 0.4) + 1' PONDING = 3.75' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 13,596 / 3.75' = 3,626 SF SURFACE AREA PROVIDED: 3,809 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 13,596 1 3.75'= 544 SF SURFACE AREA PROVIDED: 552 SF BIORETENTION FACILITY #1 DETAIL (LEVEL 2) NO SCALE SCALE 1"=100' 0 100, 200' 36" NYLOPLAST BASIN WITH DOME GRATE - TOP: 431.91' TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK INV. OUT = 424.43 18" HDPE CLEANOUT RAMP SOIL TO LIP OF - OVERFLOW STRUCTURTE MIN SLOPE 3:1 BOTTOM OF D BIORETENTION BASIN 3" HARDWOOD BARK MULCH 36" BIOFILTER MIX 3" NO. 8 STONE 45" NO. 57 STONE 6" PERFORATED SCHEDULE40 PVC UNDERDRAIN LEGEND SWM FOREST AND OPEN SPACE -PROPOSED IMPERVIOUS AREA AREA EXCLUDED FROM CALCULATIONS 1-YR ELEV = 432.01 10-YR ELEV = 432.50 100-YR ELEV = 432.98 MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 18" HDPE NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 1.69 ACRES T(V)= 4,207 CF - 1.25 = 5,259 CF IMPERVIOUS: 1.02 ACRES PERVIOUS: 0.95 ACRES FORESTED: 0.00 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (4' X 0.4) + 1' PONDING = 3.35' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 5,259/3.35' = 1,570 SF SURFACE AREA PROVIDED: 1,587 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 5,259 / 3.35' = 236 SF SURFACE AREA PROVIDED: 238 SF BIORETENTION FACILITY #2 DETAIL (LEVEL 2) NO SCALE t pLT Ft /IF �00 CLINT W. 7S1UFFLETT >� • �••� • Lie. N . 54380 { c 9/ 15/ 2021 �4V; ^� E 0 0 u N � N 0 > E v E w H_ .WU Q LL o 3 p LL - wO `mom j V oMo Z o - 1i .. O 00 o, C7w rv� w a 30'x U) o.0 =v w O ur)i 0 ry >>m Z O www m ~ 0 rn wM � 000 ow 222 000 d d a O x U) (f) Ln (D ��C4 0 F 0 O O w Q rN Lri U a 0 co M n rn z O in 0 DATE 3/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' (W V I - z W a w J 0< Q w Jco W LL Lu O wz oC O C) VJ 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET No. C6.01 L °------- - - - - -- // / // o/ - - - - - - - - - - - Oo / / / I / / (TYPI AL) / / / / / / a / OEQ WrgiWa RumgReducfion MHhod New Development Compllanre Spreadshget-Version 3.0 - - - - - - - - - - - - - r / / / / - - - - - - - - - - - - - - - - -/° C 2011 BMP Standards and SpedRotiom 0W13 Draft BMP Standards and Specifications o _ / / r / / / / / STEEPSLOPS/ / ° / _ _ / / / / / / / ° / Project Name: Southw7/27/201 o \ ' STREAM CENTERLINE ' - / /� / / / / / , / , / (PRESERVED) / / Date: ]/v/son O \ i - - - - _ _ _ / / / r /O ° / BMP Design Specificatiom liar: 2013 Draft Side & Specs oOA -7 - S // /// /// // / / // / // // / 6ro o �r Site Information 0000 / / ��\ /- - - -- ' I / //I // // / // // // // 0a / > 0 ' / / , / / /0 CIO/ / Post -Development Project (Treatment Volume and Loads) 000/ �' / -// / R/ / / / / o r 000 / / Land Cover (acres) I .�f I / - / / / /STEEP SLOPS 0 0 / (PRESERVVD) / o o / r O 20 / 202 / • �. �9 1 r O 1 ♦P •tom• �� I � d• .sue; ♦•` • •\s l .y?•\ate• .�a�psty.A lobe LAND COVER SUMMARY -POST DEVELOPMENT 1 ■ • • • • FACILITY A�� I_ wh o . Y. . .. ,1 �� / 301 302 I= is o / 10'7 / 120 - ' / 119 I 435 T 109 gpN BIORETENTION FACILITY 2 SCALE: 1" = 20' A Bolls I BSoils CSolla DSolls Totals Fanst/Open Bps• (aves)- undizurbed. roeededfore n xearrefserted 6.35 6.35 Managed Twf (eras) - diawrbe i. paled far ardsorothsturf tobe Kra 8'� Impe,nie,rs[wrl.rnsl 6.57 6.57 'Forert/Open Spore oanrmust6epnrettN in anardanre with Me Viryinia Runa))RNuttian MerFad 21.58 data nput celh onrta nt values ralculxion cello Annual Wird•Il (Inches) 43 ABolb BSolb CSolb D2o1N Target Reinfell Evem Inches 1.00 oaten s Q02 0.03 0.01 0.05 Total Phozphorvs rlPIEMCImgA) 0.26 Managed Turf 0.35 Q20 0.22 0.M Total Mtragen rmlEMCImH/U 1.86 ImpervlouzCover 0.95 0.95 0.95 0.% Tarsal TP Wed lib/vetyr) 0.41 PI IunmeesmmcHon fxmr) 0.90 Site Results (Water Quality Compliance) Area Checks FOREST/OPEN SPACE lad IMPERVIOUSCOVER IacI IMPERVIOUS COVER TREATED Iacl MANAGED TURF AREA (acl MANAGED TURF AREA TREATED Jacl AREACHECK DA.A DA. B DA. C DA. D DA E AMA CHECK 026 0.00 n.(p O.m 0.00 OK. 2.83 1.02 0.(p 0.00 0.00 OK. 2.83 1.02 0.(p 0.00 0.00 OK. 1.54 0.95 0.00 0.00 0.00 OK. 1.54 0.95 0.00 0.00 000 OR OK. OK. OK. OK. OK. Site Treatment Volume (Its) 29,635 Runoff Reduction Volume and TP By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED (it') TP LOAD AVAILABLE FOR REMOVAL 06/yr) TP LOAD REDUCnON ACHIEVED (Ib/yr) TP LOAD REMAINING (lb/yr) DA.A DA.B DA.0 OA.D DA.E TOTAL 8,]02 3,366 0 0 0 12,0E8 6.83 2.60 0.00 0.00 0.00 9.48 6.14 2.38 0.00 0.00 0.00 &52 0.69 0,21 R1 0.00 0.00 096 NRROGEN LOAD REDUCTION ACINE'VED (Ile/yril 44.93 11 17.38 11 0.00 11 D.00 11 0.00 162.31 Total Phosphorus FINAL POST -DEVELOPMENT TP LOAD(Ib/yr) 18.62 TP LOAD REDUCTION REQUIRED (Ib/yrI 9.]] TP LOAD REDUCTION ACHIEVED (Ib/yrl 8.52 TP LOAD REMAINING (Ib/yrl: 10.10 REMAINING TP LOAD REDUCTON REQUIRED (Ib/yr): 1.25 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (Ib/yr) 13320 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yrl 62.31 11 REMAINING POST -DEVELOPMENT NITROGEN LOAD IIb/yr) ].W DEQ Wrginia Bhnoff Retluctlon Method New Developmem Compliame Spreadsheet -Version 3.0 BMPDevgn SpeciJicalions❑rt 2013Dmft Stdz&Spas Update SummarySheet Site Summary Project Title: SOMhmod Care: 4=4 Pdni preview Print Total Rainfall = 43 inches Sitp land Cav Summary A mils BSoils CSoilz DSolls Totals %of Total Farert/Open(acres) 0.00 6.35 a.00 0.00 6.35 29 Managed Turf (acres) 0.00 866 a.o0 0.00 8.66 4n Impervious Cowufacresl 0.00 6.57 0.00 0.00 6.57 M 21.58 im Site Tv and Land Cover Nutrient Loads Site M 0.M Treatment Volume ft' 29'tas TP Lead (Ib/yr) me TN Lead (Ib/yr) 13320 Total TP Wad Reduction Required b 9A Site Compliance Summary Total Runoff Volume Reduction Uh3) 12,068 Total TP Wad Reduction Achieved (lb/w) 8.52 Total TN Wad Reduction Achieved (lb/w) e.31 Remaining Past Development TP Wad (lb/W) 10.10 Remaining TP Wad Reduction(lb/yr) 1.25 Required Drainage Area Summary DAA DA.B DA.0 OA.O O.A.E Total F o/Ope (acres) 0.26 0.00 0.00 0.00 0.00 0.26 Managed T d(cres) 1.54 0.95 0.00 0.00 Odp 2A9 Imp hou Ca (acres) 2.83 1.02 aw 0.00 0.00 3.85 Total Area (acres) 4.53 1.9] om 040 0.00 6.60 Drainage Area Compliance Summary D.A.A DA.B DA.0 DA.D D.A.E Total TP Load Reduced (lb/yr) 6.14 2.38 0.00 0.00 0.00 1.12 TN Laad Reduced (lb/yr) M.93 1].38 0.00 0.00 0.00 62.31 Drainage Area A Summary Land Caves Summary ASoaz BSoils CSolls DSeat Tonl %of Total Fmet/Open(aves) aw 0.26 am 0.00 0.26 fi Managed Turf (acres( 0.00 1.50 0.00 0.00 1.54 33 Irrymions Cover (acres( D.00 2.83 0.00 0.00 2.83 tt 1 4.63 I BMP Selections Managed Turf Impervious BMP Trertment TP Load from a Untrerted TP TP Removed TP Remaining Downrtras on Practice Credit Area Cover Credo Volume lft3l Uprtream Load Practice (16/yrl hb/Yd Treatment to be (acres) Area (acres) Practices llbsl hbs) Employed TodallmpeMous CoverTrmted(acres) 2.83 Total Turf area Trvted (ayes) 1.54 Total TP Wad Reduction Achieved in DA(lb/yr) 6.14 Total TN Wad Reduction Achieved in DA Ib 44.93 Drainage Area B Summary Land Coax Summary ASods BSoflz CSoilz DSolls Total %of Total Farert/Open(acres) 0.00 DOD Da0 0.00 am 0 Managed Turf (acres) 0.00 0.95 0.00 0.00 0.95 48 Irpervious Covx(acres) 0.00 1.02 0.00 0.00 1.02 52 BMP Selections Managed Turf Impervious TP Load from Un[rerted TP Oownrtream BMP Treatment TP Removed TP Remaining Practice Credit Ara Cover Credit Volume lft3l Uprtream LoadWPractice lib/Yr) (16/yrl Treatmem to be (acres) Area (acres) Practices llbz) (lbz) Employed Total Impervious Coves Treated (acres) 1.02 Total Turf area Treated (acres) 0.95 Total TP Wad Reduction Achieved in DA (lb/yr) 2' 33 Total TN Wad Reduction Achieved in DA (Ib/Yrl 1T.38 VA DEQ STORMWATER DESIGN SPECIFICATION NO. 9 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each bioretention area. The following is a list of some of the key maintenance problems to look for: • Check to see if 75% to 90% cover (mulch plus vegetative cover) has been achieved in the bed, and measure the depth of the remaining mulch. • Check for sediment buildup at curb cuts, gravel diaphragms or pavement edges that prevents flow from getting into the bed, and check for other signs of bypassing. • Check for any winter- or salt -killed vegetation, and replace it with hardier species. • Note presence of accumulated sand, sediment and trash in the pre-treatment cell or filter beds, and remove it. • Inspect bioretention side slopes and grass filter for evidence of any rill or gully erosion, and repair it. • Check the bioretention bed for evidence of mulch flotation, excessive ponding, dead plants or concentrated flows, and take appropriate remedial action. • Check inflow points for clogging, and remove any sediment. • Look for any bare soil or sediment sources in the contributing drainage area, and stabilize them immediately. • Check for clogged or slow -draining soil media, a crust formed on the top layer, inappropriate soil media, or other causes of insufficient filtering time, and restore proper filtration characteristics. Example maintenance inspection checklists for Bioretention areas can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010) or at the Center for Watershed Protection website. WATER QUALITY ANALYSIS SITE DATA POST -DEVELOPED PROJECT AREA FOREST/OPEN SPACE = 6.35 AC MANAGED TURF = 8.66 ACRES IMPERVIOUS COVER = 6.57 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 18.62 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 9.77 LB/YR TOTAL LOAD REDUCTION ACHIEVED (LB/YR) = 8.52 LB/YR REMAINING TP LOAD REDUCTION REQUIRED = 1.25 LB/YR* *REMAINING TP LOAD REDUCTION TO ADDRESSED WITH THE PURCHASE OF NUTRIENT CREDITS. 9.77 LB/YR X 25% = 2.44 LB/YR > 1.25 LB/YR NOTE: THIS PROJECT INCLUDES WATER QUALITY TREATMENT FOR THE CONVERSION OF BLOCK 12 FROM FOREST TO MANAGED TURF. BLOCK 12'S FUTURE IMPERVIOUS AREA WILL BE TREATED FOR WATER QUALITY BY THE FUTURE DEVELOPER. �t440440000 pLT Ft //F rolo l- Are CLINT W. 'ze, 7SI�IFFLET-1all >� �Af Lie. N . 51380 ,{{4�0 911 2021 ��V; hIN•aa1�• M E 0 rn o N � N C > E w a E Q LL o 3 p LL w 0 m � V oMo Z -n O Ce .. rn a (A a inLu mM Z F i V �i 0 { n Q N LL w Ln Q v 0 h h h ��>>� O www 0 on W 4 a� �: �H >j� 000 � � C4 d d CL O www x to Ln � 0 ��C4 w o 0 0 U 0 °D fy9 ka 114 O in DATE 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N/A • w Q 11 0 a ce 1�1 W Q C � Ga _J 1t�� O � 1 Q J w W Q CYLL v O wLLJ 0?a O W" 0 C) DC � O O U) O Fee- Z) O U) JOB NO. 40919 SHEET No. C6.02 L /I ` \ \ 1 \ \ \ \\ \ \ 1 l \ - - -- / //// / / / /////, /,{//�/ll /OI 1/\ 9 ° a\.\ 5I0b oI 46- o� 4---- - - - - -✓ _-2- a% ° °\° / 0\ - - -- _ _ _ I \\- -\\ -\- � --\1 �- - , f 1-1 ° I \III \ I VI /I - \_I I\�I \/i I o A I/II l' \ /I ° \/-/IoI?/'/_�\�o /�/ //S°\ /I\�\\ i/ jS// \\t_' o \•\ \ �\i\ �////S �\//\' / '\ � /_\// -\\\__'\\\ \//\\°`�/-'\\/ \ /\�%' - �/\- �,'- \9 , .J I ///=/��- \ \I/ �=-►-_>0/ma\I �\ =�• / \-y / ;'-/o\ -/, /\-/1-�I=0' \\/ �=\ /\/0\ /-_ �j//'0--/ \ _ _I/ 1 0v \c p////0' -= l9`\ .\ 0// =\-.\ I` '�/9//'/_//\10/�'\ , _' // %�1_-\'-I� /-/ /// ,/_/\_�// i-'_'�\//_'1 -z/'///_/' ��/////-i/__�/_l/- Fo- /v__�'- 0- /_''/oim •_ -8 - /-�/ i/� `/' -i $�/ _/////// __/ta -�/-/ ' / /- //'/=� -/o / ' /' -°-_/ / \ -/-/'-y// / _ / -/'� / i/--///o�_,///_'1 _° .�� / • _'�/ ''�` _/I /\- /�/� __O4/ //�%_/ l '��/ '�_5/ //�//� �/%/ / /�/ /�/'//'ip/-// //// � r/''i /i -// //, / /_i i/ ', /•j, / / /•///_: 1/:/P/`5 - ////'N�' / //' -•A //'/ �I!/,, //'// �� /- �/�//'//,/'✓,//ma// /'/- ///y// d- ',ii6,.//� .//-' . ////6';�/-rt// /'I o ' -//J% ,/y/ /�/// /� // // /''/,/ A__ /.S' /�T/2y-/\/7/ ^I/N/E-'//�\G /Rv\ / / / /RO�'Oan/%U,'' 1 / 1'b/'//i1_ 1\ I _ y/� °i i /�/�i�h/42// .0/'/62%'1A /� /0// 8/ I� /,�'-/I ,� : I lIIIn0'.l' 0 1/l/ //T1`h\ I0/' n/ '� 4/ './' 3♦0 / //_/ 4I 0/o / � of 4 // `/ %�°/i/iS4 p�` 1// / , L\/ 3 \/r/,o �,�/� // R?�//// ,` _/// p� / ///,� /1/ \,k 10 �\`q2//-1/ // //o )2 //1n /V /�I 2 ' /1 0t0 - 2I242A14 , QD♦5 ,9r11' 2-I 22�2_Cn 1�6o F_- -22_�21 ♦23-28-/-4/ _\ -' B- - /3= - - '- 9 _v -- I-\__ -0 a'- _�-' 2- 2/3 _43/ 22_ -1 A y'/ -/♦ \/// (�/\-\ V//`'//A\/\/r_4� v T ,A/\ \ 1 ,\ // � 1/\�\ /�1// � V1�/\//\1 1\ A /4\/ \ 2/'�T 1\ \IV\ /1/\ - \, /_\/A/ I�\/\ \1,�1 -'\1I1 \1 ' UI -_\# �\---C1I/\ �\P1�yI- \ l\ I-- _I / Vfi1 tII\yIti �I �h�II IAI I �� I I I/`/I TIII Il'I �-/'r��I\ I\�I YI► I \ I1 \\1 Cn I/IIII �I�, I-I�I\K'_cI�II \ I`cI y-�� \IyI �/I"\1\I i \/\ i '//�-//,\d1\\ \I\r\ 4 \'l\�\ \1�I �II \ 7TWAMSUFFERI 4�\ o\ K �AT1 ARE- / `\��''��-\ \♦� � 17 ♦o\ \o\ _ O1 1 AN 267 136Ao oo \ \14 / / TK,\ OF WOA // / I /, ROAD �1 I-----i/o/�OL\'y/ - -YC'_/ A�// Y�M''//�\ O \- �-/R .� -iE DTH l o` ------ iK° - - -210B fell 1\❑_- - - -- -- - - - - -- ° -- MAPLE ` °° o°/ 21 14 _,UGT °oo .b oO pO o°oO O° °°° .00°Z08B �P,� 202 1-50 10 TO U�/ o .o� °/ I f 40 '40 oYR _ O It ° 3 -i 9 � UGT o-7/ oJ 9/ o I to / / 1/ I I G 1lI 25"1 \\ Q`` \ `\ - � ! - 1\ I I\ �� i °p I 1 1 1. 1 I I I I I / / // ,/ / I I / / / / / / / % � 3 � l l � ' /' ♦ _-- � l � I ' // /// ' � / % /'/ / / /�, //� / I I\ \ I o - 1 \ 1 I I / I ' / // / / / / '/ // ' \ / 408 � � / � �g� ♦ �, � � � / l J�' / / //'/''/ // ii'/�/////�i/ , %P,4fto 100, o \ \ I / / // // 1 // \ \ \ l� I �l l I 1 I/ ,� ✓ / / /// \ `• \ / /' ///'/ / / '�/ / ?%/ice /'400/ \ `\O0 \ \ `° \ \ \ D. 98 �10 \ \ \\ \\ \ INLET AREA C 106 0.07 0.71 108 0.05 0.69 110 0.03 0.74 112 0.18 0.77 114 0.08 0.70 116 0.16 0.66 120 0.23 0.48 132 0.06 0.72 134 0.28 0.56 136 0.10 0.71 136A 0.06 0.74 138 0.04 0.74 140 0.75 0.41 142 2.87 0.42 144 0.08 0.74 144A 0.13 0.72 144E 0.13 0.72 146 0.14 0.96 148 0.07 0.74 150 0.17 0.65 152 0.13 0.74 154 0.26 0.74 154A 0.08 0.73 154B 0.08 0.71 156 0.11 0.73 INLET AREA C 160 0.16 0.74 162 0.06 0.73 164 0.07 0.75 166 0.02 0.77 168 0.02 0.78 170 0.16 0.65 172 0.07 0.75 202A 0.06 0.78 204 0.07 0.72 206 0.12 0.75 208 0.14 0.76 208A 0.19 0.69 208B 0.06 0.76 210 0.09 0.70 210A 0.06 0.42 210B 0.03 0.78 212 0.03 0.78 214 0.06 0.73 216 0.14 0.79 218 0.20 0.47 222 0.05 0.72 224 0.06 0.60 224A 0.17 0.73 224E 0.26 0.57 226 0.12 0.76 IK / It 420 / /�i ,'/'�'i//�� INLET AREA C 226A 0.20 0.68 228 0.06 0.77 230 0.18 0.59 232 0.27 0.81 234 0.24 0.39 236 1.22 0.47 240 0.10 0.66 242 0.28 0.74 302 0.45 0.81 404A 0.15 0.55 404 0.60 0.69 406 0.21 0.63 408 0.11 0.58 412 0.14 0.54 412A 0.11 0.75 414 0.08 0.70 416 0.08 0.50 416A 0.01 0.69 418 0.09 0.68 420 0.11 0.65 502 3.32 0.38 506 0.03 0.71 508 0.08 0.77 510 1.10 0.41 600 2.73 0.76 111 \ °4 /i� LEGEND \ - \ - - _ _ - _ - _ _ _ / / / 'j/ / /� t \ // / /�// ' - - IMPERVIOUS AREA \ \ \ %/ � _ ��\\\ � ,, ` \ `` � \\ ----1. �`\�� \ of \ \`� __-_-� _ � \ � � � ----�v`/✓i'//, '/ - AA V A �A V Q R Z�\ \ A EXSANMH-_ \ \`o " / / / i c PJ \` "` \` - \ lV,4Tk. D:2i kh gYY$EtVER�iiSE \_ / rt� SCALE 1"=50' -\ ,r\-------(PUATE7�T16/fT)- \ '�\ \�\ `\\\0. ----- _ `� / i `\ /\ TOP =398.1 \ 1 \ `\ y\ \\� ---- �\\ \\ \�/' /i'//' \ / / / \ 0 50' 100, L0.=391.7 I \ \ \\ \�� \\\\\\\� - - �'�'/'�/ o° 10 0o0' / \� SgN``�1 \\\\\\ --' i / ,-/i KEY PLAN -440440000 NLT rf o., •o• <- •. -44 CLINT W.'>.� �L�J 7SI�J,FFLETT >� A' - Lic. N . 54380 4� 9/ 15/ 2021 404 hIN��N�• z O a u U In Lu �lu-1 In- O Lu Lu w > 0 000 UUU d d O F 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' (W V 1� J W >- �^' a 0Lu J m U) Q /�/ LL 0 LL LLJ W Q 0 O W " 2 oC 0 vJ 0 0 T� i 0 JOB NO. 40919 SHEET No. C6.03 L --------------- ------------ --- - / - - / lie f . -r�-7G / / / J' I I I I I I I I----1---�---� -' I I OLD LYNCH URC� 11i - ---- LL]1 Q' o _ I 1 I _ r I \ 110. z' ' \------------ OA --- _ --- ---i / T \`--- S �% a 1 '/ r I I I/ 1 \ L t t \STA1Yc ROUTE 9 D ` of m - \--1--1---- - 1 -- \ \ O - / / i - / r I I---�------------- 1 1 I I I --- ----- --- --4--- ---- ---- ------ - \ \ T . r- 7-/ % \ ` - - - - - - -z - '_ % = l i `� / OLD LYNICHBURG %70AD I I - - t -t i \ \ - - - t - t --- - - -i \ - \ \ \ \.VA� hj�/ �Lp' _ I - / / / )1 _ --- \- I �TAIERO�ITE�31 \ \ \ \ \ \ `--- r- - '/6� _ \ \ \ \� '- L-- f -\_ / / _ _ _ - _ _ /� % / / / / f I ( Y�l�y R/l%W THi \ \ \ \ \ \ \ \ \ \ \ \ ___\___- - _`_ \ \ \ \-CE%f{lRYLINKLINE 485 / f y _ _- -0_ / / 1 \ V R �b /- ULVERT --- N. $ 90 510 _ _ _ __ / ~ \ '\/ , -'CULVER / 1 510 GF // , P--y/ OHT // � 1 ' O I / r /' 506 / / Q.3 / I ME Tl�L p.rrEiEcrRlc / / I \ _ oh, / / I�1'� / _ / I / / / / / ' ' / / / / / / / / / / / / / / 140'17 D a , O Alo , I I I l / / , / / / / , , r , 172 (n q / /�� 1 / - / I I I 1 I I / / / / / _ ' /i / //i / i / - - _ ` _ - // I / I 1 \ 1 1 1 I I I 1 I I I / I I / p / / ' / ' / I 1 , / I 7 1 / \ m / I/ cn rz)- / _ '/ /i//. / / _ - - - _ - ` 1\ 1 1 I 1 I I I /' /' I \\ �a I \ I I j \ \ I /'/�' _---- --_ \1 1 I \1 1 1 I I I I I I I I I / /' f \ / / 1 1 / \ \ \ \ I \ v � \ � I \ 1 1 1 1 1 I \ I \ \v - / / \ L�/ _ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ 1 \ \ \ 1 INSET I 170 ___________--'' 2\- /�// -450� / / ��♦ .+r 150\ _/ - ' // 470 58 \\ \ 144 ♦ as �� \ 4 _ 4 \ ' '/ / / / / / _/----- ♦ apt- �- 475-- ///// / / /'-- - - - - - - /4 '" '/'/'i/ ///////// //////// /// 166 �\l 152 r\ - �aaw 1 54BI - 154 /\Ln .♦♦ 164 �1.59 / l l I I l I I \ \\ `\ \\ \ \\ \ \ 1 4A W 156 W 160 s� 4111.Q0' / 50 \ \ \ \ ` �- �- 1 I _ 1 \ \ ' \ \ \ \ \ \ f Ne \ 1 \ \ \ \ \ - / 16 - / �f 1 1 \ \ I 1 I I I I I s J� , I,-- - ---`�� '/ II \ 1 \\ \ \\ \ \\ \ \� \ \ _- // jf' / / / / / 1♦ 56 40P \`✓/_ I/N �J44. --------- _�-i ' I� �'� A \ A A A 1 % 1 1 �� / // �/ / I 4 BEECH'- 41F ULVERT - - _ - - - ' - I l \ ' / UG -UGP j ' '- - UGP 136 4 \ \ \ \ III I =_u I 'j� oor138 \\\\ \ \ \\\\ \\ �` iI I Irk` \ J \\ \1�--------- /�-/'- ,'%� // / ��-X� / //,r- , .♦ff ` , --- - -- - --- l.l. 1I / 1TTERNUT - ANE- - - - - - /---- 0 \\ \\ \ \ \ y� \ \ �cT I♦ /- / ; I //'I l' ,' , ♦*. ♦ ` T\ 1. �' 1 y/ 14 \ V 4`\ \�� \ \\W.OAK\ 1 C' f m _i JF =4695��_ Cs=as .3- --"-SAN- - - - --w-SAN- - �`�s�� `T!, LEGEND I E)\ j/ \� IMPERVIOUS AREA4 \ SYCAMORE �_-- I� x L UGT�� , _ / , \ GPI / \ _ oi Lr 1 � \ \� \ � \ A0P \ \ GI � \I II 7 \� \\ \\ \\\ r�-- UG �� -� �UG�\ 1 I 1 �� \ MAPLE UG �r -,UG`T / CIA' // \ \\ \\-- - - - -'' 4 \ Imo. // /� -- - - -- 00 ow \\ \ \ I I11 I ioTI W.pi'�J �/VC � �S�It �t�s�!•�� I \\ G \ \\ / �/ \ \ \ \\ I \ 1 \ O �. _ _ - - \ \ If 234 1 fy 1 1 ' Ir l 23 I III_\/�-'\J 1 \ / - - - - - UGT / \ \ If If \ \ \ \ \� -----i'/'/Ir INLET AREA C 106 0.07 0.71 108 0.05 0.69 110 0.03 0.74 112 0.18 0.77 114 0.08 0.70 116 0.16 0.66 120 0.23 0.48 132 0.06 0.72 134 0.28 0.56 136 0.10 0.71 136A 0.06 0.74 138 0.04 0.74 140 0.75 0.41 142 2.87 0.42 144 0.08 0.74 144A 0.13 0.72 144E 0.13 0.72 146 0.14 0.96 148 0.07 0.74 150 0.17 0.65 152 0.13 0.74 154 0.26 0.74 154A 0.08 0.73 154B 0.08 0.71 156 0.11 0.73 INLET AREA C INLET AREA C 160 0.16 0.74 226A 0.20 0.68 162 0.06 0.73 228 0.06 0.77 164 0.07 0.75 230 0.18 0.59 166 0.02 0.77 232 0.27 0.81 168 0.02 0.78 234 0.24 0.39 170 0.16 0.65 236 1.22 0.47 172 0.07 0.75 240 0.10 0.66 202A 0.06 0.78 242 0.28 0.74 204 0.07 0.72 302 0.45 0.81 206 0.12 0.75 404A 0.15 0.55 208 0.14 0.76 404 0.60 0.69 208A 0.19 0.69 406 0.21 0.63 208E 0.06 0.76 408 0.11 0.58 210 0.09 0.70 412 0.14 0.54 210A 0.06 0.42 412A 0.11 0.75 210E 0.03 0.78 414 0.08 0.70 212 0.03 0.78 416 0.08 0.50 214 0.06 0.73 416A 0.01 0.69 216 0.14 0.79 418 0.09 0.68 218 0.20 0.47 420 0.11 0.65 220 0.04 0.72 502 3.32 0.38 222 0.05 0.72 506 0.03 0.71 224 0.06 0.60 508 0.08 0.77 224A 0.17 0.73 510 1.10 0.41 224E 0.26 0.57 600 2.73 0.76 226 0.12 0.76 S(;ALt 1"=bU' 0 50' 100, tpLT it, 000 O CLINT W.'>.� 7sjUFFLETT >� • .0 Lie. N . 54380 4� • o 9/ 15/ 2021 404 ^� E 0 rn o N � N C > E v E w w w 3 Q LL o 3 p LL w 0 m ` �_j U000 z w - ui O rn t7Lu N Zf'-� d 30V�)Q U Ut a LL pa=� w 0�� "� > Owww ~ orn wM 000 00 000 C4 d d O W W W 2 In U) V) (7 � � ct 0 O O w Q Lu 114 U0 a UD t\onrn M z O 0 DATE 3/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' W Q H� J W �^' a I..L J LLI 0< J U/ W QLL LL O LLJ W Q> O W " 2 oC 0 C) U) 0 0 T� i 0 JOB NO. 40919 SHEET N0. C6.04 L 24'G i ROUTE PROJECT Soot o"iMgel GESIGNM CG MTE 91IW2021 ROUTE PROJECT Soot Gvill l GESIGNM CG MTE 911W2021 ROUTE PROJECT Soot . Vi gel GESIGNM CG GATE 911&2021 •, w t pLT i+ �!�,,` CHECKED: UNITSMUSH CHECKED: UNITSMUSH CHECKED: UNITSMUSH -i CLINT W.'>.� 7SIUFFLETT >� • _a 1380 4 � ,{ Lie 9/ 15/ 2021 �41V; 4� TONAL �.�• ~IN to, M E 0 0 u N � N C > E W ai E ¢� VG0G Z a —u O w rn C7 Lu �� a w � 30'x U) W XU-)i 0 N ��">� oZwww ~ wm M � 000 a� o w 2 2 2 000 aaa O WWW WWW 0 ct� Q�ct 0 W Q O O U 0 M Z 0 DATE > 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • • SCALE N/A • W Q J i U) z z o w �; Q W O <LLJ J LJ a U LL o LU w � J Z z 0 W u 06 LL w a O O `2 1 ,O V 1 mmm= JOB NO. 40919 SHEET NO. 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UNITS /^^ 4" CLINT W.'>.� �.0� 7S1�1FFLETT >� • • ZA Lie. N . 54380 41, rj 91157/ 2021 liNs �4V; 4OAAL h0#011a��• �.• M E O O G) U N N C > E E w a > y LU U a) Q LL 3 p LL - wO ¢_j U00 Z _j O LU N °i �y r Q_ In N -IT a C7 LU W ED 3 O x U) LLJ oa==� � i C N Z ��">� Ocwcwcw F 17 wM 000 d O W Z Z Z uO H > CC CL O W W W Ln _ 2 H LU w o00 Uri U 0CZ1 M Q ^ ON Z O DATE if) 311812021 O } DRAWN BY C. GAYNER DESIGNED BY • LD347 PROJECT: Southwood Redeelopment- Village 1 DESIGNED BY: OG C. SHIFFLETT HYDRAULIC GRADE LINE ANALYSIS • CHECKED BY Checked: • INCIDENCE PROBABILITY 10 Year _ C. SHIFFLETT • SCALE • NIA • l� W J J LD347 PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CIS HYDRAULIC GRADE LINE ANALYSIS Checked: INCIDENCE PROBABILITY 10 Year 0 z z o W J in W U LD-347 PROJECT: Soulhwootl Redevelopment-Villagel DESIGNED BY: CG cQc O J HYDRAULIC GRADE LINE ANALYSIS Chucked : G 1 W /r INCIDENCE PROBABILITY t0 Year J 00 \� J U L1J a LL O Uj J w z Z Q O W C6Uj /0/�Y L1 O O T� i laaaaaaa O U) JOB NO. 40919 SHEET NO. C6.06 PIPE FROM POINT TOPOINT DRAIN AREA RUNOFF COEFF. 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44L86 499JS6 49 ]6 ODZDLO 18 Cirwla 1 1613 000330 066 OJ4 034 860 I8L OLD 545 23] 232 230 DYI 081 DR 088 532 fi44 ODD 5R 4at77 44242 IUL OD1976 LS (Stole 1 984 000]W 069 069 033 832 L]6 004 535 233 234 232 014 039 009 Obb SL3 650 ODD 431 444-6L 4428] 86R7 002003 LS Cimula 1 990 OOD4W 058 O55 030 )79 151 D39 532 235 96 234 IZ2 04) 05) OS) 500 654 ODD 3_]2 445 ]L 444JL 5694 ODUS6 LS Cimula 1 927 OW2AD 055 052 029 L4 134 D33 533 23] 238 224 D11D DDD 02] 525 498 ODO 144 446-65 44545 5959 OD20L4 LS (imola 1 993 OODD4D 032 025 019 Sa6 084 OO 542 z39 zoo z3s om ob6 om o07 sou 6sa o00 oaa aazzo a46.7s 2zz6 002022 is c.enla 1 99s o00000 o.le au o.0 am oaa oos so9 24] 242 238 D28 074 021 021 51q 654 ODD 134 45(1--]] 44909 83JS6 002003 LS Cirwla 1 99D ODD010 031 021 018 564 080 025 525 30] 302 3D0 D45 081 036 036 Slq 654 ODD 236 43LDL 4309E 95D ODL053 LS Circula 1 ]18 00012D 049 045 02] 524 092 ODi SDi 40] 4D2 400 ODD ODD 109 62] 4_R ODD 565 4312E 4309E 3892 ODD]A L8 Cimula 1 999 OODM(1 081 097 039 583 134 D31 638 4Q3 401 404A Ob0 069 D41 041 500 654 ODD 2]1 43235 43Lb0 106fi6 ODD]03 LS Cimula 1 58] 00016D 060 058 030 469 094 D38 538 40m 404A 402 015 OS6 DD8 050 538 495 ODO 3 l2 43L50 43L3L 26]S OW]LD LS O',wla 1 590 00021D O65 O61 D32 487 LD2 OD9 54] 4U5 406 4@ D21 063 013 059 625 616 ODD 359 4323] 4320'1 IDDS 002985 LS Cirwla 1 1209 OW290 04] 043 026 865 164 002 62] 40] 408 4U6 011 058 DO6 046 591 626 ODD 288 43852 4324] 1]289 003499 LS Cirwla 1 1309 ODD180 040 034 022 855 153 034 625 ao9 ato oos ono ono oao sEl sz9 oDD za9 a3vz a3sss 3Rae aozooz u gala 1 9so ooDDo oa3 037 o2a 6n u3 010 ssl aJJ atz ato ola ass oos o21 sza 647 oDD 13e a4oss a39sz s6se ool9sr u omnla 1 9s9 000wo oaz oa4 019 s6s as2 D37 saD ally elm alz oil o]b oos oos sou sDa o00 oat oaz zs aalsl ant o0199s is c.ala 1 9so 000000 o.n o.ln o.0 3s7 oat o2o saD 413 414 412 DD8 0]I DD6 006 5110 654 ODO 036 44L]9 44LD5 36JS2 OD2DLD LS O',wla 1 992 ODDWD 016 OW OID 383 039 016 5 16 415 41� 410 DDD DW 018 SJI a86 ODD 111 44638 444D0 4JS2 004998 LS Cirwla 1 LS 65 ODDmO 023 015 014 J3J IDJ Oil 58L 41] 418 41fi OD9 068 ODb 0.13 SO 649 ODD O8] 45186 45143 4316 000996 l5 Cuala 1 698 OWD20 030 023 0.18 389 053 D.19 536 4]]A 415 415A DD7 053 DD4 OO 536 495 ODD 107 45L33 45 LOL 3238 000988 LS ('hucula 1 696 ODD@D 033 026 019 410 059 013 549 4]]H 41fi4 4166 ODI 069 ODI 018 549 a92 ODO 1_II 4509E 4503] 5395 00100E LS Cimula 1 )OD ODDmD 034 027 020 43) 061 D22 5)1 aJ9 ago ats oil ass om o07 sou 6sa ooD o_ab asz3o as Lss 3327 oDlOzz u omnla 1 zoo oDDDDD oaz ow o13 325 oas D37 v7 501A SCQ4 500 ODD ooD ODD SW ODO 823 444.26 a4325 5056 OD1998 l8 (imola 1 1485 000610 080 056 039 862 l95 D.ID S.ID 505 506 561 DD3 071 002 028 518 SDD ODD 667 4A55 4]900 545] ODL008 24 Cuwla 1 22]1 000090 074 106 041 628 136 OLS 533 so] sus sus Dao a6a ozb o2s sna sD3 oDD 6ss ISO16a]9ss sso aoo9as za �a,la 1 2zas o00090 o7a Lob o40 620 13a ola sle 509 510 508 DDO D110 OW Slq OOD ODD 526 483-83 48341 1958 ODL992 24 Cfrcula 1 3193 000060 055 0'N 032 ]51 L42 OD4 504 soJ sou J6s Iss Dso Js9 139 sou 6sa o0o vo asz21 aaoss ers3 o019ss za omnla 1 346z oDDIaD o70 oas D39 gas zoo D31 vJ INLET OR JUNCTION STA. WORT H. CURLOW FFE C�IH C£H0.N CUIFLON FEET IXIILET WATER SURFACE HEV. H4. FEET N (Wm91 061GN DSCH. (b ((fSIDAS) LB4G1H FEE LO (TOM) Fi4CIIGl SLCPE, 90 (FiIFD (MRA) Fi4Cllgg LC6G H (FlM) JUNLTIXJ LOSS BUITAIf RQN Atll H 13 H (RIM) Yif RNAL H (RIM) Inle[ VARr 9�rtxe HevaDon Top N MH Top Nlnlet Be, AR3ZllL tlystrmM1] Vo lantr. M (HIM) Vi32g H(Hcpn) 035'MA%. (VP2g) SKgN A�gE fled H 9�m HE (RIM) Stapvg± YM 05 H[ (RIM) Vi K (PoN) (1) (2) (3) (4) (5) (6) (7) (B) (9) (10) (11) (12) (13) (14) (15) (16) (i6) (17) (16) (19) 300 431.910 302 430.910 1.25 431.910 15 2.355 9.50 0.00118 0.011 5.241 0.107 0.000 0.000 0.000 0.0 0.00 0.000 0.107 2.355 0.1� YES 0.069 0.%1 431.%1 432.770 O.K. INLET OR JUNCTION STA INV ERI EL. WTHOW RPE DEPTH OF RON WTROW RFE WILET WATER SURFACE ELEV. OA. RFE Do (Inlmm) CESIGN p5p1. So (CFS/CMS) LENGTH RFE Lp Few) FPoLTCN SLOPE, SYo (FT/Fn (M/M) FPoCPCN LOSS HI (FUM) JUNCIICN Lam^ SURFACE RON' Atll-HI 13 HI lwkt) Inkl ShapYg7 YM OS HI (Flm9 FNAL H lHtg4) Ink WdEr Surfae BertDoe TopdMl TOpoln4l 6ev. APRAX. ONSN4nN Vo [bolt. He (FUM) VI VI.7/2g HI (Evpn) 35'MAX. (VI22g) SKtW A�qk K Bend H (RIM) Sum HE (RIM) (7) (2) (3) (4) (5) (8) Q) (8) O) (70) (77) (72) (73) (70) (75) (78) (76) (77) (76j (19j 400 43z.7 to 402 430970 7.50 432.770 78 5.853 38.92 0.00258 0.700 5.829 0.732 8.853 7.783 0.407 0.0 0.00 0.000 0.539 0.000 0.539 YES 0.289 0.370 I32.480 I37.820 O.K. 4116 432.070 7.25 433.070 75 3.890 70.05 0.00297 0.029 8.853 0.297 8.554 7.7% 0.398 0.0 0.00 0.000 0.886 0.673 0.895 YES 0.4I7 O.I77 /33.5/7 /38.970 O.K. 408 432.470 7.25 433.547 75 2.877 772.89 0.00777 0.305 8.554 0.284 8.777 0.707 0.245 0.0 D.00 0.000 0.529 0.386 0.529 YES 0.285 0.570 I36.976 44s.eso O.K. 470 438.950 1.25 439.950 75 2.489 38.48 0.00732 0.057 8.777 0.775 7.377 0.844 0.295 0.0 0.00 0.000 0.470 0.000 0.470 YES 0.235 0.286 //0.238 //8.380 O.K. 478B 444000 7.25 446000 75 7.170 47.82 0.00028 0.073 7.377 0.277 4.777 0.270 0.095 0.0 0.00 0.000 0.305 0.000 0.305 YES 0.753 0.785 448.805 /58.600 O.K. 478A 450.370 725 457.370 75 7.170 53.95 0.00028 0.074 4.777 0.088 4.703 0.287 O.W7 0.0 0.00 0.000 0.159 0.044 0.759 YES 0.080 0.09/ 451./8/ /56.080 O.K. 478 457 070 7 25 452070 75 1 O68 32.38 0.00024 0.008 4.703 0.085 3.888 0.234 0.082 0.0 0.00 0.000 0.747 0.793 0.747 YES 0.074 0.082 452.092 456.020 O.K. 478 457 430 7 25 452430 75 0.873 43.78 0.00078 0.007 3.888 0.059 3.247 0.184 0.057 0.0 0.00 0.000 0.118 0.475 0.757 YES 0.075 0.082 452.572 456.770 O.K. 420 457960 725 452.980 75 0458 3327 000004 0.001 3.247 0.041 0.000 0000 0.000 0.0 0.00 0.000 0.041 0.458 0.053 YES 0.027 0.026 452.986 456.580 O.K. 404A 437.370 725 432480 75 3.118 28.75 000208 0.058 4.873 0.092 4.886 0.341 0.119 0.0 0.00 0.000 0212 0.410 0.212 YES 0.7% 0.181 432841 437240 O.K. 404 437 800 7 25 432 647 15 2 708 708 88 0 00157 0.767 4 686 0 085 0.000 0 000 0 000 0.0 0 00 0000 0 085 2.708 0.111 YES 0.055 0,222 432.946 438.490 O K. 412 439820 125 440620 15 1364 5656 OOOlM1 O.1123 5564 0.125 3.WO 0245 O1186 DO Dll(1 Dll(10 0211 O.SIM D2]4 YES 0.13] 0.160 4412fifi 445970 OK. 414 441 O50 125 442050 15 0360 3682 000003 0.001 3833 DO57 0.1100 0000 O1K10 00 Dll(1 D1100 DO57 0360 00]4 YES 0.03] 0.036 442.088 44fi.240 OK. 412A 441 310 1 25 442 310 15 0 408 47.12 0 001104 DI102 3 970 0 061 0.1100 OJ]00 0 000 00 0.00 011(10 DWI 0408 O1180 YES 0.040 0 041 442423 440890 O K. INLET CR JUNCIICN STA. WORT H. CUIFLOW FEE C�IH OF H0.N CUIROW RH CUTLET Y18TlHi SUI�A(f HEV. HA. FEE W (INmR1 DESIGN D56i G> ((}50A5) LBJGIH FEE Lo (TOM) FFdCIICN SLOF£, 90 (FiIFD (MM) FFdCIICN LCGS H (RIA9 JIINCEQJ LDS SIIfSAIF RQN Atlj_ H 1 3 H Inlet Shapig] a5 RiAL H Ink WaN 9atae Riv000n Top N kH Top N InE[ Re.•_ AR3YlX tl} 4tmt7 V. lantr Fb (Rg.9 Vi VP22g H (Hcpn) 035RMX (YP29) SI4_lN Angle Bmd Sim Fi (RM9 K H H (RIY) (PoY) YM (HIM) (RIM) (1) (2) (3) (4) (5) (6) m (B) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (16) (19) 126 420.000 128 418.000 2.50 azo.o6o 30 26.983 24.% 0.00385 0.0% 15.886 0.980 15.870 3.911 1.%9 QO 0.00 0.000 2.349 0.000 2399 YES 1.174 1.271 421.271 437.5% O.K. 130 427.880 2.50 429.880 30 26.983 62.56 0.00385 0.241 15.670 0.978 11.028 1.886 0.%1 0.0 0.% 0.000 1.639 0.000 1.639 YES 0.819 1.060 431.325 446.920 O.K. 136 436.730 2.50 438.730 30 26.983 30.94 0.00385 0.119 11.026 0.472 9.787 1.487 0.521 0.0 0.% 0.000 0.993 0.391 0.%3 YES 0.4% 0.616 4�.346 446.110 O.K. 144 442.330 z.00 413.930 24 15.759 181.26 0.00432 0.783 9.673 0.363 8.145 1.030 0.361 0.0 0.00 0.000 0.724 0.365 0.724 YES 0.362 1.145 446.079 459.810 O.K. 148 445.150 z.00 416.750 24 14.613 119.92 0.00372 0.4/6 8.145 0.258 10.5% 1.714 O.fi00 0.0 0.% 0.000 0.657 0.311 0.%7 YES 0.429 0.874 497.624 458.100 O.K. 150 451.620 z.00 453.220 24 14.302 101.% 0.00356 0.363 10.5% 0.428 10.990 1.875 O.fi56 0.0 0.00 Q%0 1.085 0.636 1.%5 YES 0.542 0.905 459.555 460.860 O.K. 154C 460.850 z.00 462.450 24 12492 45.25 0.00272 0.123 10.990 0.469 10.920 1.852 0.696 0.0 0.00 0.000 1.117 0.000 1.117 YES 0.556 0.681 463.131 468.240 O.K. 154 462.260 z.00 463.860 24 12143 57.% 0.00257 0.146 10.920 0.463 10.732 1.788 0.626 0.0 0.00 0.000 1.089 0.345 1.%9 YES 0.544 0.�1 469.551 470.950 O.K. 158 465.850 z.00 467.450 24 11.418 153.79 0.00228 0.351 10.732 0.447 9.765 1.481 0.516 0.0 0.00 0.%0 0.965 0.000 0.%5 YES 0.463 0.833 470.435 479.240 O.K. 162A 473.490 z.00 475.090 24 10.910 87.11 0.00207 0.180 9.765 0.370 9.774 1.483 0.519 0.0 0.00 0.%0 0.6� 0.000 0.669 YES 0.445 0.625 476.001 483.300 O.K. 162 476.740 z.00 478.340 24 10.910 126.88 0.00207 0.263 9.774 0.371 7.542 0.883 0.309 QO 0.00 0.%0 0.680 0.192 O.fi80 YES 0.340 0.603 480.051 489.620 O.K. 1% 479.360 z.00 480.960 24 10.461 87.43 0.00190 0.167 7.542 0.221 7.456 0.863 0.302 0.0 0.% 0.000 0.523 0.092 0.523 YES 0.261 0.428 467.388 491.970 O.K. 168 480.350 z.00 481.950 24 10.369 42.31 0.00187 0.079 7.456 0.216 9.289 1.310 0.469 0.0 0.00 0.000 Q685 0.080 O.fi85 YES 0.342 0.422 482.372 491.640 O.K. 170A 481.400 1.50 482.600 18 1.360 149.53 0.00015 0.022 4.343 0.073 3.989 0.247 0.0% 0.0 0.% 0.000 0.760 0.000 0.160 YES 0.080 0.102 463.250 4%.6710 O.K. 170 483.560 1.25 484.560 15 0.539 94.12 0.000% 0.0% 3.379 0.044 2.950 0.135 0.047 0.0 0.00 Q000 0.092 0.539 0.119 YES 0.050 0.065 489.735 486.420 O.K. 172 483.710 1.25 484.735 15 o.a4o 90.18 0.00002 0.002 2.950 0.034 0.000 0.000 0.000 0.0 0.00 Q%0 0.034 0.340 0.049 YES 0.022 0.024 489.797 489.010 O.K. 138 438.fi00 z.00 440.200 24 10.1% 55.20 0.00181 0.100 7.432 0.214 7.423 O.B56 0.299 0.0 0.00 Q000 Q514 0.2% 0.514 YES 0.257 0.357 440.557 497.900 O.K. 140 439.250 z.00 440.850 24 9.%2 79.43 0.00174 0.138 7.423 0.214 10.536 1.724 0.603 0.0 0.00 Q000 Q617 1.9% 0.617 YES 0.409 0.597 491.397 445.030 O.K. 142 440.600 1.25 441.600 15 7.994 63.87 0.01364 0.871 10.5% 0.431 0.000 0.000 0.000 0.0 0.00 Q000 0.431 7.999 0.%0 YES 0.280 1.151 443.252 40.9.240 O.K. 136A 437.290 1.25 439.346 15 1.fi05 51.16 0.00055 0.028 4.624 0.083 4.fi% 0.342 0.120 0.0 0.00 0.%0 0.203 0.303 0.203 YES 0.101 0.130 4�.475 444.610 O.K. 134 437.900 1.25 439.475 15 1.014 44.59 0.00022 0.010 4.6% 0.0% 0.000 0.000 0.000 0.0 0.% 0.%0 0.0% 1.014 0.111 YES 0.0% 0.065 439.541 443.560 O.K. 144B 410.620 z.00 442.220 24 16.479 107.07 0.00473 0.5% 9.787 0.372 3.285 0.168 0.059 0.0 0.00 Q%0 0.430 0.3% 0.430 YES 0.215 0.721 443.2% 40.9.230 O.K. 144A 413.310 1.25 444.310 15 0.484 32.70 0.00005 0.002 3.285 0.042 0.000 0.000 0.000 0.0 0.00 Q000 0.042 0.484 0.054 YES 0.027 0.029 441.339 40.9.610 O.K. 146 447.590 1.25 448.590 15 0.8% 38.24 0.00017 0.007 4.9% 0.097 0.000 0.000 0.000 0.0 0.00 0.%0 0.097 0.8% 0.126 YES 0.063 0.070 446.660 459.680 O.K. 152 453.760 1.25 454.760 15 O.fi35 40.05 0.00009 0.003 3.547 0.049 0.000 0.000 0.000 0.0 0.00 0.%0 0.049 0.635 0.%3 YES 0.032 0.035 459.7% 460.8% O.K. 154B 455.130 z.00 456.730 24 13.024 187.03 0.002% 0.552 10.248 0.4% 2.873 0.128 0.045 0.0 0.% 0.000 0.453 0.257 0.453 YES 0.226 0.776 459.719 4%.030 O.K. 154A 459.610 1.25 460.610 15 0.308 37.79 0.00002 0.001 2.873 0.032 0.000 0.000 0.000 0.0 0.00 Q000 Q032 0.3% 0.042 YES 0.021 0.022 460.632 4%.510 O.K. 156 463.790 1.25 464.790 15 0.504 37.80 0.00005 0.002 4.238 0.070 0.000 0.000 0.000 0.0 0.00 Q000 0.070 0.509 0.091 YES 0.045 0.047 469.637 471.430 O.K. 160 472.220 1.25 473.220 15 0.765 37.79 0.00012 0.005 3.753 0.055 0.000 0.000 0.000 0.0 0.00 0.%0 QO55 0.765 0.071 YES 0.036 0.040 473.260 479.120 O.K. 164 482.940 1.25 483.940 15 0.360 41.32 0.00003 0.001 2.993 0.035 0.000 0.000 0.000 0.0 0.00 0.%0 0.035 0.360 0.045 YES 0.023 0.024 483.969 4%.030 O.K. 600 480.960 z.00 482.560 24 9.097 62.fi3 0.00144 0.090 9.289 0.335 0.000 0.000 0.000 0.0 0.% Q%0 0.335 9.097 0.435 YES 0.218 0.3% 482.910 487.2% O.K. 172A 483.000 1.25 484.000 15 0.929 35.28 0.00018 0.0% 3.989 0.062 0.000 0.000 0.000 0.0 0.% Q000 0.062 0.5� 0.%0 YES 0.040 0.047 489.047 489.900 O.K. 132 438.380 1.25 439.475 15 0.237 48.27 0.00001 0.001 2.666 0.028 0.000 0.000 0.000 0.0 0.00 0.000 0.026 0.237 0.036 YES 0.016 0.019 439.499 443.2% O.K. NLEf CR JUNC90N STA. INVBTI H. CUIFLON RfE C�IH OFH0.N CUIRO.N HE ClI1LEf Y1B)1H2 SURFACE HEY. D4. RFE W UNmN CBIGN DSOI. (b (�QAS) LB4GTH RFE Lo (FVM) RdCIICN SLOFE, Sfo (FTIFN (Mum) RdCIICN LOSS H (FlAO JIMCIICN LOSS SHT#lE Atlj_H 13 Inlet 9lapig7 YM R1AL H (BM) Ink Wa@f 91rtae Hevalon Top of hH Top dlnM Hev. AR3ZUL tljys4ma7 Luna Fb (N1.9 Vi Vi2l2g H(Rcpn) 0351MX (V172g) SKLiV Angle herd Sim K (N1.9 OS Vo K H RW✓ H (RM) H 1E1A0 lwLq 1) (2) (3) (4) (5) (6) (7) (8) (8) (10) (11) (12) (13) 14) (15) (18) (18) (17) (18) (18) 200 415.550 202 413.850 2.00 415.550 24 17.081 15.63 0.00508 0.080 18.482 1.052 18.673 5.531 1.838 QO 0.00 0.000 2888 0.000 2%8 YES 1.494 1.574 417.124 420.100 O.K. 204A 415.360 2.00 417.124 24 28.627 69.57 0.01428 0.882 16.673 1.363 18.189 4.060 1.421 0.0 0.% Q000 2809 0.000 2804 YES 1.4@ 2.394 420.503 435.�0 O.K. 204 420.720 2.00 422.320 24 28.627 30.42 0.01426 0.434 18.1� 1.015 10.769 1.607 0.833 0.0 0.00 0.000 1.848 0.316 1.B46 YES 0.87A 1.T58 423.578 034.770 O.K. 206 422.430 1.50 423.630 18 14.715 30.62 0.01748 0.539 10.353 0.418 10.270 1.836 0.573 0.0 0.00 0.000 0.9N 0.8% 0.%9 YES 0.4% 1.033 424.863 035.090 O.K. 120 423.150 1.50 424.663 18 14.110 64.00 0.01607 1.029 10.270 0.409 8.382 0.834 0.222 0.0 O.OD 0.%0 0.831 0.000 0.831 YES 0.318 1.344 428.008 431.910 O.K. 106 424.530 1.50 428.008 18 3.187 81.43 0.00082 0.050 8.382 0.159 9.143 1.2% 0.454 0.0 O.OD 0.%0 0.813 0.237 0.813 YES 0.3% 0.357 428.385 432.850 O.K. 110 427.840 1.25 428.840 15 2851 9251 0.00150 0.739 9.143 0.325 8.724 0.702 0.248 0.0 0.00 0.000 0.570 0.145 0.570 YES 0.285 0.424 432458 112A 432.200 1.25 433.200 15 2508 iZ7.73 0.00134 0.771 8.77A 0.178 9.218 1.319 0.462 0.0 0.00 0.000 0.837 0.593 0.828 YES 0.414 0.5&5 435.179 443.870 O.K. 112 438.260 1.25 439.260 15 1.913 43.07 0.00078 0.034 9.218 0.330 7.153 0.799 0.276 0.0 0.% 0.000 0.808 0.910 0.790 YES 0.3% 0.429 441.122 445.910 O.K. 114 440.940 1.25 441.940 15 1.003 63.83 0.00�1 0.016 7.153 0.199 5.741 0.512 0.179 0.0 0.% 0.000 0.378 0.382 0.491 YES 0.2A8 0.263 445.334 449.7% O.K. 118 445.220 1.25 448.220 15 0.621 78.90 0.00008 0.006 5.747 0.728 0.000 0.000 0.000 0.0 0.00 0.000 0.128 0.821 0.188 YES 0.093 O.OBB 448.479 453.350 O.K. 2024 428.320 1.25 429.320 15 0.314 57.56 0.00002 0.001 3.875 0.052 0.000 0.000 0.000 0.0 0.% 0.000 0.052 0.314 0.%8 YES 0.034 0.095 429.623 433.28D O.K. 2088 428.820 2.00 430.420 24 15.903 58.09 0.00440 0.258 10.789 0.452 10.817 1.750 0.813 0.0 O.OD 0.000 1.064 0.228 1.064 YES 0.532 0.788 431.209 438.2B0 O.K. 206 430.060 2.00 431.880 24 15.050 35.74 0.00394 0.141 10.617 0.438 10.512 1.716 0.801 0.0 0.% 0.000 1.038 0.658 1.038 YES 0.519 0.880 432.340 437.130 O.K. 2108 430.980 2.00 432.580 24 14.392 108.73 0.00380 0.392 10.512 0.429 10.463 1.7% 0.597 0.0 O.OD O.ODO 1.026 0.110 1.026 YES 0.513 0.9% 434.029 440.350 O.K. 210 433.230 2.00 434.830 24 14.154 55.90 0.00349 0.1% 10.463 0.427 10.397 1.879 0.587 0.0 0.00 0.000 1.014 0.374 1.014 YES 0.507 0.702 435.532 441.830 O.K. 212 434.450 2.00 436.050 24 13.781 32.04 0.00331 0.1% 10.397 0.420 10.375 1.671 0.585 0.0 0.00 0.000 1.005 0.158 1.%5 YES 0.502 0.808 436.658 441.870 O.K. 214 435.200 2.00 438.800 24 13.825 40.45 0.00323 0.131 10.375 0.416 10.917 1.%1 O.B48 0.0 0.% 0.000 1.088 0.275 1.068 YES 0.533 O.BB:i 437.483 442.430 O.K. 220 438.320 200 437.920 24 12210 83.40 0.00259 0.218 10.917 0.483 7.782 0.936 Q327 QO 0.00 0.000 0.790 0.359 0.790 YES 0.3% 0.811 439.172 445.820 O.K 222 438.530 2.00 440.130 24 11.651 30.71 0.00244 0.075 7.782 0.234 8.700 1.175 0.411 0.0 0.% 0.000 0.845 0.246 0.895 YES 0.323 0.3% 440.528 445.350 O.K 228 440.080 1.50 441.260 18 8.880 34.63 0.00380 0.725 6.700 0.284 6.8IX1 1.149 0.402 0.0 0.00 0.000 0.8% 0.281 0.898 YES 0.348 0.473 441.753 445.5% O.K 230 440.860 1.50 442.060 18 8.399 49.78 0.00331 0.184 8.803 0.287 8.321 7.075 0.378 0.0 0.% 0.000 0.864 0.689 0.864 YES 0.332 0.4% 442.558 447.820 O.K. 232 442.420 1.25 443.420 15 5.730 17.71 0.00701 0.124 8.321 0.289 7.784 0.843 0.330 0.0 O.OD 0.000 0.589 1.417 0.779 YES 0.389 0.513 443.833 448.730 O.K. 234 442.870 1.25 443.933 15 4.314 88.87 0.00397 0.345 7.784 0.238 7.140 0.782 0.277 0.0 0.00 0.000 0.513 0.5% 0.513 YES 0.258 O.B02 445.187 449.970 O.K. 236 444.710 1.25 445.710 15 3.718 58.94 0.002% 0.186 7.140 0.7% 0.000 0.000 0.000 0.0 0.% 0.000 0.1% 3.718 0257 YES 0.129 0288 448.260 450.140 O.K. 1% 425.550 1.25 428.550 15 0.314 71.00 0.00002 0.001 2.884 0.032 0.000 0.000 0.000 0.0 0.% 0.000 0.032 0.314 0.092 YES 0.021 0.022 428.572 432.440 O.K. 2064 430.060 1.50 431.260 18 0.871 35.52 0.00004 0.001 4.500 0.079 0.000 0.000 0.000 0.0 0.% 0.000 0.079 0.871 0.102 YES 0.051 0.%2 431.332 437.2B0 O.K. 210A 433.970 1.25 434.970 15 0.138 3200 0.00000 0.000 2.250 0.020 0.000 O.ODD 0.000 0.0 0.% 0.000 0.020 0.138 0.028 YES 0.013 0.013 434.983 440.340 O.K. 218 436.110 1.00 437.483 12 1.189 30.80 0.00099 0.030 5.555 0.120 6.128 0.563 0.204 0.0 O.OD 0.000 0.324 0.581 0.421 YES 0.211 0.2A1 437.704 442.7B0 O.K. 218 438.170 1.00 438.970 12 0.808 18.12 0.00028 0.004 8.128 0.148 0.000 O.00D O.ODO 0.0 O.OD 0.000 0.146 0.808 0.190 YES 0.0% 0.088 438.084 443.9% O.K. 2248 440.080 1.25 441.080 15 3.%0 40.% 0.00333 0.138 7.815 0.225 8.181 1.034 0.362 0.0 0.00 0.000 0.587 0.718 0.587 YES 0.294 0.430 441.4% 446.840 O.K. 224 442.370 1.25 443.370 15 2.964 98.00 0.00188 0.184 8.181 0.259 5.792 0.521 0.182 0.0 0.00 0.000 0.441 0.178 0.441 YES 0.220 0.404 445.731 450.600 O.K. 226A 445.410 1.25 446.410 15 1.473 57.42 0.00046 0.027 5.792 0.130 4.425 0.304 0.106 0.0 0.00 0.0D0 0.237 0.891 0.308 YES 0.154 0.180 446.8% 452.830 O.K. 226 446.700 1.25 447.700 15 0.582 29.79 O.000W 0.002 4.425 0.076 0.000 0.000 0.000 0.0 0.00 0.%0 0.076 0.582 0.099 YES O.fY19 0.%2 447.752 453.320 O.K. 224A 440.980 1.25 441.980 15 0.645 29.79 0.00009 0.003 3.572 0.050 0.000 0.000 0.000 0.0 0.00 0.000 0.050 0.645 0.064 YES 0.032 0.035 442.015 447.320 O.K. 238 445.450 1.25 446.450 15 1.436 59.59 0.00044 0.026 5.761 0.129 5.638 0.494 0.173 0.0 0.00 0.000 0.302 0.000 0.302 YES 0.151 0.177 446.971 454.2% O.K. 242 449.090 1.25 450.090 15 1.341 83.% 0.00038 0.032 5.636 0.123 0.000 0.000 0.000 0.0 0.00 0.%0 0.123 1.391 0.160 YES 0.0% 0.112 451.081 4%.900 O.K. 240 446.750 1.25 447.750 15 0.438 22.26 0.00004 0.001 4.072 0.064 0.000 0.11(10 0.000 0.0 0.00 0.%0 0.069 0.438 0.064 YES 0.042 0.043 447.793 451.720 O.K. L PROJECT SouthwoddRedewopment-VillageI ROAD COUNTY Albemarle(Zone2) CULVERT 501 VA NOAA Station Charlottesville HYDROLOGICAL DATA SHEET OF UNITS INGLISH CULVERT DESIGN FORM LD-269 ,R: DATE: ?R: DATE: Method: INPUT Roadway Width 28.7 ft ROADWAY ELEVAT ION 456.53 ft RoadLength 100 Sface Type PA-VED Drainage Area: 3.317 Freeboard= #VALUE! ft Time of Concentration 5 Shldr. Elev. Lt.= It Shldr. Elev. Rt. It DESIGN FLOWS Elsa€ Eli= L= S= SKEW- ELHWd= 454.54 452.94 ft 452.86 It 121.9 ft 7.88% 0 0 It _ ______ Hwi _ ______ ____9 DEPRESSION "n" Bed _______________________________ _______ 0 in. 0.013 Stream Bed -------------------- _____________ Elo= H Tl5'DEPTH TW TW VEL. Channel lnv.El.. 443.25 It 0.27 3.25 443.25 1t fps 1t R.I. (years) FLOW (cfs) 10 Design 8.23 2 Check 6.43 25 Max 10.35 CULVERT DESCRIPTION: 7� TYPE: Single/Multiple Conforming Inlet Edge Description: TOTAL OW PEI HEADWATER CALCULATIONS CONTROL MINIMUM Smooth Tapered Inlet Throat FLOW Q BARREL Q/N INLET CONTROL OUTLET CONTROL HEADWATER ELEV OUTLET VEL SHOULDER ELEV. COMMENTS Single/ Multiple Conforming/Broken Back Culverts HWi/D HWi FALL ELHWi TW do (dc+D)/2 ho ke H ELHWo Manning' MATERIAL SHAPE Size(in) N cfs cfs ft It It ft ft ft ft ft ft It fps ft n Concrete Circular 18 1 0.01 8.23 8.2 1.12 1.68 0.08 454.54 0.27 1.11 1.31 1.31 0.20 1.15 445.70 454.54 14.30 6.43 6.4 0.98 1.47 0.08 454.33 0.25 0.98 1.24 1.24 0.20 0.70 445.19 454.33 13.34 10.35 10.4 1 1.31 1 1.96 1 0.08 454.82 1 0.30 1.24 1 1.37 1.37 1 0.20 1.82 1 446.43 454.82 15.21 Broken Back Culvert TAH,WATER DATA: TAILWATER RESULTS: ROADWAYDATA: ROAD WAY O VERTOPPING: LENGTH Elev. SKEW ° Channel Shape Triangular ..n.. 0.035 Discharge cfs Elevation ft Flow depth It Velocity fps Shear force PSF Roadway Width, ft 287 Overtopping Discharge Discharge cfs CIS Overtopping Elevation It Bottom Width, ft Side Slope Lt: (R1V) Side Slope Rt: (1-t1V) Channel Slope, ft/ft 0.00 Surface Type PAVED 50.00 Design 443.52 0.27 3.25 L42 Top of Road Elevation, it 456.53 Design 0 0.00 18.00 Check 443.50 0.25 3.06 1.29 Length of Road, it 100 Check 0 0.00 0.0830 Max. 443.55 0.30 3.44 1 54 Max 0 0.00 „n„ TECHNICALFOOTNOTES: (1) USE Q/NBFORBOX CULVERTS (4)ELhi= HWi +ELi(INVERT OF INLET CONTROL SECTION) (6)ho=TW or(III +D/2)(WHICHEVER IS GREATER) (2)HWi/D= HW/D OR ITW/D FROM DESIGN CHARTS (5) TWBASED ON DOWNSTREAM CONTROL OR FLOW (7)H=[1+ke+(29WL)/R133]v2/2g (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEFINITIONS: COMMENTS /DISCUSS ION: CULVERT BARREL SELECTED HWd DESIGN HEADWATER i INLET SIZE: n: HWi HWIN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HW IN OUTLET CONTROL sf Streambed ENTRANCE: @ culvert face CULVERTSOFT byENSOFTEC, INC. PROJECT CULVERT DESIGN FORM ID269 S outhwodd Redeveopm- ent -Village 1 111111111111 ROAD COUNTY Albemarle(Zone2) SHEET OF DESIGNER: DATE: 10/14/2020 -44 1. -,pLTk CULVERT 509 VA UNITS ENGLISH REVIEWER: DATE: NOAAStation Charlottesville tl` i • CLINT W. �• HYDROLOGICAL DATA 7SIIFFLETT >� ♦ • • Method: RATIONAL Roadway Width 10 ft ROAD WAY ELEVATION 488.00 ft Road Length 25 Stface Type PAVED A I Lie. PI . S13a0 Drainage Area: 1.102 Acres Freehand= #VALUE' ft ��G 91115,12021 �1V; Time of Concentration 5 Minutes Shldr. Elev. Lt. = ft Shldr. Elev. Rt.- 8 ♦•ii/`"Opi AL ��• _ _______Q________________________________________________ ....................................... h1111111j1 DESIGN FLOWS ELHWd= 484.87 ft �^ _ R.I. (years) FLOW (cfs) Elsf= 483.78 ft Hwi H 10 Design 5.26 Eli= 483.70 ft TW DEPTH 0.55 ft rn E o - ------ ------ Stream Bed. 2 Check 2.25 L= 19.58 ft TW TW VEL. 5.02 fps N 25 Max 6.62 S= 1.99% DEPRESSION 0 in. _ Channel Inv.E1.. 483.52 ft E CULVERT DESCRIPTION: SKEW- 0 ° "n" Bed 0.013 Elo --_ 483.31 ft = v Lu E u TYPE: Single/Multiple Conforming Q UU. 0 3 Inlet Edge Description: TOTAL 'LOW PEI HEADWATER CALCULATIONS CONTROL MINIMUM wLL OLu Smooth Tapered Inlet Throat FLOW BARREL INLET CONTROL OUTLET CONTROL HEADWATER OUTLET SHOULDER COMMENTS w _j U 00 O Single/Multiple Conforming/ Broken Back Culverts Q QIN HWiN HWi FALL ELHWi TW do (dc+D)/2 ho ke H ELHWo ELEV VEL ELEV. W M a MATERIAL SHAPE Size (in) N Marrn[rrgs cfs cfs It It It ft It It It It It It fps It G X III w Concrete Circular 24 1 0.01 5.26 5.3 0.59 1.17 0.08 484.87 0.55 0.81 1.41 1.40 0.20 0.06 484.78 484.87 7.49 p Q O U) 2.25 2.3 0.44 0.73 0.08 484.43 0.40 0.52 126 126 0.20 0.01 484.58 484.58 5.85 U > 1O O W W W a r U) 6.62 6.6 0.66 133 0.08 485.03 0.60 0.91 1.46 1.46 0.20 0.10 484.87 485.03 8.00 0 ry j wM 000 00 Broken Back Culvert TAILWATER DATA: TAILWATER RESULTS: ROADWAYDATA: ROADWAY OVERTOPPING: at Flow Shear Overtopping Overtopping p LENGTH Elev. SKEW ° Channel Shape Trianguaz Discharge Elevation depth farce 10 Discharge Elevation Velocity Roadway Width, ft Discharge V V V "n" = cfs ft ft fps PSF Surface Type cfs ofS It uj W W W Bottom Width, ft 0.00 0.035 PAVED CI d d a 484.07 0.55 5.02 2.84 To of Road Elevation, it 0 0.00 M O Q O Side Slope Lt: (H:1V) 3.00 Design p 488 Design O W W W Side Slope Rt: (H:1V) 4.00 Check 483.92 0.40 4.06 2.06 Length of Road, it 25 Check 0 0.00 j j Channel Slope, Wit Max.484.12 0Max 0 0.00 Distance l- ti ti Elevation at N O O w w N N = a \Otl TECHNICAL FOOTNOTES: Q 0 (1) USE Q/NB FOR BOX CULVERTS (4) ELhi=HWi+ELi (INVERT OF INLET CONTROL SECTION) (6) ho=TW or (dc+D/2) (WHICHEVER IS GREATER) zz (2) HWi/D =HW/D ORHWi/D FROM DESIGN CHARTS (5) TW BASED ON DOWNSTREAM CONTROL OR FLOW (7) H= [1 +ke+ (29n21L)/R33]v2/2g Vl DATE (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL 3/1$/2021 SUBSCRIPT DEFINITIONS: COMMENTS / DISCUSSION: CULVERT BARREL SELECTED O} DRAWN BY HWd DESIGN HEADWATER i INLET SIZE: n: HWi HW IN INLET CONTROL o OUTLET SHAPE: MATERIAL: C. GAYNER HWo HW IN OUTLET CONTROL sf Streambed ENTRANCE: DESIGNED BY @ culvert face •• C. SHIFFLETT • CHECKED BY CULVERTSOFT by ENSOFTEC, INC. • C. SHIFFLETT SCALE N/A LU 0 uJu I� w/ z v0J li Q 0< U J m � L1J aLL U O LU Q O w LU J U 0 C) 0 0 T� i 0 U) JOB NO. 40919 SHEET NO. C6.07 L — I I I I I I 1 I I Po$3 0 I I SCALE 1"=100' 0 I I ° ° I I o 100' zoo' 0 /° o 1 I ° ° 0 0 ° of I I 1 � 0 0 �0 /00 / 00 III 00 / 0 \ l O O \ ID AX l ° / / ° O °0 ° 0 0 / / o \ -/ _ \\ o o \\\\ I 00° +/ /b /o I 0 ° o + 00 0 \\ \ / 0° - O / / O \ /0 �VDOT-SIGHT y �° 0 1 0 \ \ DISTANCE 0 o I o \ \ \ \ \ (, � / / I EASEMENT o / O \ 00 * \ 1 b + 10 Oo + I o0 0 \ — '\ / 0/ Q Q ° 0 1 o STREAM BUFFER/ / 0/ / ° / \ 0 FLOOD PLAIN f �0 00 ° CONSERVATION AREA l \ _ 1 0 \\\o \ \o°\ 0 0 l- 0066/ v/ 0i) O\ \ O / / O / / 0 �1 \, o 0 I A/ / / 0 / / J \ \ �� — — o ° / ° 0 0 0 O 0 O 0 0 00 + ..0' / ° ° �� I / vvvv LL f 9 j I oo ER o �fl • I 0 ' I I o /. I I / I +0 + j I000 ° '+ ; ; / 0 I * 0 I 0 0 III I o Y \ I I\\) I\\0 0, 0� / I * O° i � �° ° 0 PRIVATE 20' SANITARY I I 0 \ �� ° SEWER EASEMENT \ ` ° \ I + \� D.B. 2984 p. 688 * 0 0�` \� \O \\ 0 ° 0 0 0 o O 0 o 0 O p +0 ° 0 o / `I ° ° - !` - -- ° ° 0 O 0 ° 0 \ ° ° E 20' SANIT °\ 0 IV + ~\ � WER EASEMENT \ 0* =UF` 0 * + `\� D.B. 2984 p. 688 1 I i 0 000000 ° OO 70°N%l 0 0 0 O V \n ° ° o 00 V000000 °° o u 0 0 00 ° \ \ \ ° ° \ `� / \ 0 \° \ IN 1 + 1 ) o ° _ 110.02'R/LY -- ----------------------- ---------------- - — GP IGP - ----- �\ i i APPR XIMATE LOC TION OF HA ------- --- --- -t - ----_ _ _ + - Y YUY Y Y Y Y Y Y Y r r I'ffc I ❑ / / \ lz \ �/ — ° 7-il O + v � I' I u n �I� �c I y+/ GG \ �' � I1 u / C Z, -j' I v' j, v /� C� ° - c - Iv 'v o Ll c, c� + �T_—_ —� I Cv k ,v U + i I c U� u Z- 00, 13 101, Ile r ` 117 O LEGEND I / / �^ �© y el !/!/BUFFER DISTURBED AREA k V ` / / / PROPOSED MITIGATION AREA O� — -- T — — G / I + ® (FOREST SPACE TO BE DEDICATED) TOTAL DISTURBED AREA 14,790 SF (0.34 AC) MITIGATION AREA REQUIRED (2X DISTURBED) 29,580 SF (0.68 AC) PROPOSED MITIGATION AREA (FOREST SPACE TO BE DEDICATED) 29,814 SF (0.68 AC) 1 0 + \ \ o l o��\ ` —I,/ / �� \\�/ C NOTE: MITIGATION AREA SHALL BE PROTECTED FROM ANY FUTURE DEVELOPMENT AND CAPTURED \ / ° \ 0 \\S \\ �,/ J O O // %/I n ` O WITHIN A PROPOSED EASEMENT. THIS AREA SHALL BE DELINEATED WITH SIGNS TO PREVENT o °°\\\\\\ \ \ �"� O / // // I VEGETATION REMOVAL. SIGNS TO BE PROVIDED BY THE COUNTY. . -44t pLT Ft 11F' �00 CLINT W. 2slUFFLETT >� 0. 0 Lie. N . 5/380 {4� 9/ 15/ 2021 �46F ••.....f*0 ^� E 0 o N � N C > E v E w Q LL 3 p LL o wO `mom j V smo Z — ui .. O o LLco v a Lu C7 W vM Z i F 30V�)Q V U) a LL oa=� W 0�� >> O www wM � 000 00 000 � aaa M 0 ��ct 0 w w rN o00 U a 0 M n rn Z 0 in 0 L� DATE 3/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=100' W 1� > Z i Q z o W Q LL!i Q a a H J m 2 W o w LL W z L.L Q � D Lu ° m LL Q C O U) O `2 1 ,O V 1 JOB NO. 40919 SHEET NO. C6.08 L -44t pLT Ft ��F �00 _ < ¢ CLINT W. o m <Q m w Cl) �° o m o co ¢ co ^ L o LO ^a) o iJ/7S1�IFFLETT >� L .r.. O � ... L (O t0 L ter-' L (O (O (p co ...i L (0 t CA • M r m r f� r H N H N N (D H co H co . �o Lie. N. 54380 4� Cn M cn 0 168: DI-2B 6 ft Throat rn ao 7 o rn m m v 0) O N o m N ao ,{{�� to M O0D '4 00 00 STA 10+37.79 166: DI-3B 6 ft Throat 'o n r- M o' � � � M OMD to n n (`') o? IZ o) n n r v "t N ((0 O O N � is a v c� � o'n °o c � m i��J 9/ 5/ 202 �+V : CO r V r�N<M co mcn,)r O) N V mto CD mnrM N V r �n CD V nNM N V m6r V rMNM N V mr71n M V N CO o H = °' o v v r TOP 491.64 STA 10+37.79 C� 7 ID OC) M + o � N + 00 x � 00 r + O; n n F M � of H = } O) v v � N °) I, cO co H .� G 0 °�� O� OCO O�� oaD� �ra0� 2onV7 one On rn� �+/ �,�,� p�v0 �vZZO INVIN481.40(169) TOP491.97 prczz0 prv0 prvzz0 r�ZO 2rvzz0 prv0 CD '0 prvzz0 M� ^Al �� oQa> oQa»> INVIN480.96(601) INVIN480.35(167) N¢0_»> vQa> NQa»> �Qa» �Qa»> o¢o> a6 00»> ¢o»> hON��N�� r- n~0>>> off OZzz 0H Oz off O 0�0 (()H O �O ZZ Z H O rcn�_ rcn�_ _ _ INVOUT480.77(167) INVOUT480.25(165) rm�-- - 500 500 495 Im~_ rm�Z Z Z rmF? � rm~� Z 495 485 r�FZ r(4H--- 485 EXISTING GRAD 495 PROPOSED 495 _ — GRADE 490 490 SANITARY 485 PIPE 16-15 485 2.1' 169 94.13' OF 18" H PE 169 480 @ 1.0 % 49.52' OF 2.43' OF 165 480 @ 1.00% 2 " HDPE 87.14' OF 1.00% 24" HDPE @ 1.00% 475 475 470 470 9+50 10+00 11+00 12+00 13+00 STR 170 - STR 162 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 490 490 PROPOSED GRADE 4858 WATER 485 UINIM 2.4' 8" WATER IN STUB OUT 480 163 480 39.45' OF 15" HDPE @ 1.05% \ 161A 26.53' OF 475 4" H 475 12�2.01% ,__\ 81 EXISTING 8J O GRADE 24" Dp _ @ 2.00% 470 470 465 465 14+00 14+50 9+50 10+00 11+00 12+00 STR 164 - STR 158 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 cc ca 2 LO o ci Q Mn m m m 1It � o � � � � M V 04 cl) r- M moo 150: DI 6 ft Throat 00 N (6 LO rn L6 m o m M cR o co m `- o o 0) o STA 10+40.05 m o CO v to . r (n (r)00't N�O� (A V m� W (n uM.) � m� W V m'ItNr� V mr W In n V +6H- +covLn r)+o'nvH- m+oH- TOP460.86 m+oo`nH- N(+°vvv ❑O(0� ❑ + CO V + (07 CD CC) r(n e V V rvo rv? z_ o orvz z o prvo INVIN455.13(153B) prvZ 0 p�qTZ Z 0 L¢w> aQmo>>> oQ0>>> NQa> INV IN 453.76 (151) 6p¢0>>EL nH-oZ cC)HOzZZ (o�OZzZ u��OZ It z �HoZZZ I (A H-_ rcn H-- _ _ rco H-_ - _ rcn H-_ INV OUT 453.66(149) �coP_ _ rCn H-_ _ _ 475 475 465 465 PROPOSED 470 — — GRADE 470 \ EXISTING \ \ GRADE 465 465 \ 8" WATER IVIIN. \ LINE \ 460 460 3' MIN. 153A 37.79' OF 15" HDPE 1538 @ 1.00% 187, OF 455 24" 455 @ 2. 0% 450 450 445 445 9+50 10+00 11+00 12+00 STR 154A - STR 150 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 EXISTING GRADE 460 460 \ PROPOSED 8" WATER GRADE LINE \ 1 455 MIN.' � T MIN. 455 151 450 40.05' OF 15" HDPE @ 1.00% 149 101,g5, p 24"H / TORM 450 2.00% _ ` PIPE 501 1.5' 445 119.92' OF 445 24" HDPE @ 1.00% 440 440 435 435 13+00 9+50 10+00 11+00 12+00 STR 152 - STR 144 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 13+00 460 PROPOSED 480 GRADE 480 8" WATER LINE EXISTING 475 GRADE 475 1' \ 470 \ 470 159 37.7 ' OF 157 15" FIDPE 153, 79, 465 @ 1 0% 24'orHDp 465 50� 0 460 460 455 455 9+50 10+00 11+00 STR 160 - STR 154 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 a a ^ a a ¢ U C u 0 LO C LO W N co 00 N LO N w o r MM� rin�(A 7 0 O �7 N Vcq CD Lo w rv0 ar7Z p w �p oOn00)iPz z Lo U)OZ (0n U)iz 460 PROPOSED 8" WATER GRADE LINE 455 455 1.0 501 450 71.34' OF 450 18" RCP @ 5.25% 1. Tp SANITARY PIPE 54-53 445 STORM 445 PIPE 147 LIZZZZO 50 50.56 OF 1811R P EXISTING 440 @2.p % GRADE 440 435 435 430 430 13+00 13+50 9+50 10+00 11+00 STR 502 - STR 500 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 12+00 12+00 12+50 M E 0 0 U N � N C ¢ o > E w a E H_ w w UM Q 3 0 LL 0 w 0 `6 0 W L M ¢�_j U00 J —1i .. rn � IA N V (� W O) � 3:0'x oa =LL (n = N Fv> c u' 0m N W M a� 0 z 0 a_ u U Cn Lu o �lu_l 1�2 0 W (u W 000 222 000 aaa 2 2 Ln O �� DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN W J H� I W > w a w J J LL of 0� 0 Jw m W J a Q > LL O W p 0 O u U (n 0. C) 0 0 2 ,0 V 1 JOB NO. 40919 SHEET NO. C7.00 L 0 50 PROFILE SCALE L0 o (n o r.- L0� L F " M L It qt " LO 4.0 CD O000 ON M Cn rp0mv �p°000tor-RT Cl)+O jj v0 NO qzj-Lo'It 'CT p p�vzz=O �0> v�o»> �u>Fz ��Fzzz 460 14413: DI-2B 6 ft Throat STA 12+19.51 TOP 449.20 INV IN 442.33 (143) INV IN 443.31 (143A) INV OUT 442.23 (143B) 136: DI-2B 6 ft Throat 04 STA 13+26.58 CO o0 TOP 446.68 M cli Cl) LO v 128: MH-1 INV IN 440.62 (143B) rn m INV IN 437.29 (135) = M STA 14+20.08 INV IN 438.60 (137) -It? p TOP 437.50 INV OUT 437.19 (131) M (L > > INV IN 427.88 (129) rn F ? ? INV OUT 419.00 (127) 46n EXISTING GRADE 455 455 \ PROPOSED \ 8" WATER GRADE \ \ LINE \ 450 1' 450 a \ 'a 145 4 0 cli 445 38.24' OF 3' tIN. 445 15" HDPE cn 0 @ 2.00% `o co 143 181.26' OF + 0 24" HDPE w O> 440 @ 1.50% 438 N z _ 440 24" HpPE @ 1.50% SANITARY PIPE 51-11 131 435 �30.94' 435 P 430 430 129 S6, 30". Op @ �Q pF 4 425 425 420 420 24 L2) 9 S 30" Op @ 4 ODoF% 415 415 9+50 10+00 Q 2 L Q c j 'CO) ca O LO M F LO _ M H W �N O MN a0 41-0 OON C° CO N+LOM CO co � Cl) moC6F �OVZZ7 V F ¢ a - O CO M ¢ > > > 0' O Z Z Z M F O> .- In F z 460 11+00 12+00 13+00 STR 146 - STR 126 136: DI-213 6 ft Throat STA 10+99.42 TOP 446.68 INV IN 440.62 (143B) INV IN 437.29 (135) INV IN 438.60 (137) INV OUT 437.19 (131) 460 440 455 455 450 450 PROPOSED GRADE 445 445 440 440 135A \ *135 48.27' OF 15" HDPE 51.le OF 435 @ 1.00% 15" 435 @ 1.00% EXISTING GRADE 430 430 425 425 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 126A: Cylinder STA 10+00.00 TOP 423.92 INV OUT 417.90 (125) 14+00 15+00 15+50 N ¢ N N N �o M 0 r N M co Cj =+oa F =+c'� F �� vz p qz O N¢a» vFp» NOFZ z NU)�Z Z CCl)ACl) ca O M O m h (n m OL Q M M Cl) LO F rn F v rn r� ✓ O v rn le V �MM (0 coN M CO ICD O[J pp<Np N C06 M O0^06 CpM M M I.I.- N r 9 (O ocyv moo v in CO m0o0j0OMM 7 ¢o1Oa °N��°r06M v 240:15"Basin -Circular Grate CNN prn v +rnF +rri- F Cl) F N+Cps 7 V F CV +C'iF ' +L6M 7 F +�7 V F O�a� o�az p�"tZ=O oIazzz70 D�a� oo�Zz STA 10+00.00 g1vzz_p ii¢a> o¢a» ad¢a» iri¢dj»> v¢a> �¢a>> TOP451.72 66¢a»> FO FO coFO FO zz coH O FO z INV OUT 239 MFO aU)Fz �InFz z �CoFz z IInF? - -? IrnF? ��F ?_ ( ) NcnFzz z 45..5 45.5 4..5n 4..5n 460 460 PROPOSED GRADE 450 450 \ 445 445 EXISTING 'MIN. GRADE 8" WATER 1.6' LINE 141 440 63. 440 5" HOpF 139 @ 3.00% 79.43' OF 137 24" HDPE 1.5' �55.20' OF @ 1.00% 24,' HDPE 435 @ fm°T 435 SANIT RY PIPE 5 -51 430 430 9+50 10+00 11+00 STR 142 - STR 136 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 122: MHA STA 14+58.76 TOP 419.10 INV IN 411.52 (123) INV OUT 411.12 (103) aan 435 435 430 430 EXISTING PROPOSED GRADE GRADE 425 425 3' MIN. \ STORM \ 420 PIPE 201 420 \ 125 177.91 F 123A 1 415 415 @ 0.500 24" HDPE @ 0.50% INSTALL STRUCTUR = 126A PER 123 ------ 0 SEDIMENT BASIN DE TAIL WHEN 165,78, OF 410 SEDIMENT BASIN T NSITIONS IN Olf)pe 410 DRY FOND, MODIFY STRUCTURE PER @ 1 00% FINAL GRADING PLA 405 405 12+00 12+50 PROPOSED 445 A GRADE 445 EXISTING GRADE 3' MIN. 8" WATER 440 \ LINE 440 133 44.59' OF 435 15" HDPE 435 @ 1.50% 430 430 425 425 9+50 10+00 11+00 STR 134 - STR 136A HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 m m m r ra °' E `c 2 2O r- v 0 0)N Cp co OO CpN �0LO lM N NT M-IT N m0M V ch O+NF m-EDr, Lo 7 N +N"t 7 F m04 V V +ENV F - OCTO O01Tz z O M��Z C)o�ap> oFp» > NFO» �tAFz �r4F (4FZ Z aan aan �PROPDSED GRACE 435 435 EXISTIqLINE 8" WAT R G 430 430 1.0' 425 1 71A0' OF 1 425 9 A"HDPE 61.4 ' OF @ 1.00% 18" H pE @1. 420 420 ANITARY PIPE 6A-6 415 415 PROPOSED 455 GRADE 455 4' 450 450 EXIr TING GRADE 239 O 445 2 26, OF 445 DpE @° .00% 440 440 435 435 9+50 10+00 11+00 STR 240 - STR 238 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 m O ¢ n Cl) O L N- M V F M 04 N F r- CD M to nw m Cn v Lo CQ Cp co _ o� v M M-Q' M O V M O 0 V m+ � V F R oLj )LO FO a, - o O O v¢ >>> aF0> MFO» > N�n�z Z NCn Fz Nr4F ZZZ 460 460 EXISTI G RADE 455 \ 455 \ 3.5' PROPOSED MIN. GRADE 450 241 450 83.86' O 15" HDp O @0 2.00% 445 OWN- 237 445 F 1 " HDPE Cc 1.16% 440 440 435 435 0 50 PROFILE SCALE �t pLT Ft �1F r�� CLINT W. 7SFFLETT >� • �Af Lie. N . 54380 ,{t4.,r 9/ 15/ 2021 am O ce 0 z O a_ U U LU LU o ti ti ti O www o00 > j � 000 aaa www >jLU www F 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLETT SCALE AS SHOWN T__1 (W V J H� W > W a w J J LL of 0 Z 0 Jw m WLL J a Q > O W Z p 0. 0 0 0 `2 1 ,0 V 1 9+50 11+50 STR 132 - STR 136A HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L 9+50 10+00 1+00 M°13+00 A -STR 122 SW HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 15+00 9+50 11+50 STR 106 -STR 120 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 9+50 10+00 11+00 STR 242 - STR 224 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 12+00 JOB NO. 40919 SHEET No. C7.01 116: DI-3B 6 ft Throat 114: DI-311 6 ft Throat 112: DI-3B 6 ft Throat STA 10+00.00 STA 10+76.90 STA 11+60.53 TOP3.35 TOP 449.79 TOP 445.91 (115) INV OUT 448.30 115) INV IN 445.22 (115) INV IN 440.94 (113) 460 INV OUT 445.12 (113) INV OUT 440.84 (111) 112A: DI-313 6 ft Throat STA 12+03.60 TOP 443.87 INV IN 438.26 (111) INV OUT 434.75 (111A) 110: DI-2B 6 It Throat STA 13+31.33 TOP 437.50 INV IN 432.70 (111A) INV OUT 432.60 (109) 108: DI-213 6 ft Throat STA 14+23.84 TOP 432.85 INV IN 427.94 (109) INV IN 425.55 (107) INV OUT 425.454119) 4 0 455 455 450 450 1690'S \ 445 445 @4 OpF 3' IN PROPOSED 00% 8 I�3 68' GRADE 1S3 /y �P S00% 440 440 SANPIPE 8" WATER LINE 3ITARY 3 32A 7S?O1 OP /yo Op STUBOUT .00 \o '4 435 435 \ EXISTING �\ 111q \ RADE 27.73' OF \ \ 5"HDPE/ 430 1.6 430 9 9 'S OF oft- 425 425 107 71.00' OF 15" HDPE @ 1.00% 420 420 415 1 415 m m M O N E O Cl) r O M r O 0i 0 0 L y N 0 16 �o�� v �moai v 2 o v Z Z o 0 o+ Z j 100: EW-1 for 33" or 36" Pipe 0 N¢a> 0 STA11+34.82 iiaa> N��Z Z orp�z z INV OUT 409.00 (101) 430 430 425 425 420 420 PROPOSED GRADE ` 415 415 \ EXISTING GRADE 410 \ 410 3 87.24' F 30" HDP 47 5810F @ 1.50° 36" HDPE @ r.50% 405 405 400 400 395 395 f0 Cl) O H N � r� V m o of m 00 W 7 O Ci 7 =) a O Nu~i°z aan I p a o7 O F 04 04 �M (o fM N 03 N f M Cj Co�M W N N ITN+') V 7 7 H p��Zzz0 o�Ozzzz N rn H- - - - aan PROPOSE GRADE 435 435 T MIN. 430 430 EXISTING 425 GRADE 425 203 57.56' OF 15" HDPE @ 2.00% 420 420 415 415 410 410 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 12+00 9+50 11+50 STR 116 -STR 108 STR 122 -S11+00 TR 100 STR 202A -STR 204 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 212: DI-313 6 ft Throat 216: DI-3B 6 It Throat STA 10+87.17 234: 24" Basin - Circular Grate rn ¢ m ¢ Cl) m m STA 10+16.12 M TOP 441.87 STA 10+56.94 o N o rn N t N L N Co N 2 M¢ N TOP 442.76 INV IN 435.20 (213) TOP 449.94 L H °� L H N - 222: DI-213 6 ft Throat m N " 04 m v N v N INV IN 438.17 217 ( ) �' rn INV OUT 435.09 (211) INV IN 444.71 (235) x v(0 �, ao x voo co ro STA 12+46.11 0 vm C o m � in w m °o M m o 222: DI-213 6 ft Throat 222: DI-26 6 ft Throat 214: DI-2A INV OUT 436.72 (215) vv� N INV T 444. 1 2 OUT 6 33 ( ) 232: DI 3B 6 ft Throat V N V v V � n � v TOP 445.35 m M c m O c0 � v 7 m N 0) v v � N + STA 12 26.17 TA 1 + S 0 00 00 22 : DI B Throat 0 3 6 ft oat + S TA 11 14.11 n 1 M M M 210: DI 3B 6 ft Throat - 236: 24" Basin Circular Grate + STA 11 43.81 m N TON 7 v +�� H m N , � (0 0 V w ' V + � F I I 22 : DI B ft Thr t NV N 440 06 2236 6 3 6 oa ( ) N , Q1 °D O N v +N7 F N ' V 7 u� 7 O Z � N °0 O V .v v +(OV 7 � TOP 445.35 TOP 445.35 + STA 10 30.71 TOP 442.43 218: I 12" Basin Circular Grate N+Nv O V O CO V V M coM v ~ STA 11 19.21 + STA10 0000 TOP 448.73 - oraz v 7 O o�az N v O + INV IN 44 227 STA 10 00.00 008( ) n O � d'z O aad>> Z O - C] � 7 Z � z O INV IN 440.06 2236 ( ) I I NV N44006(223B) TOP I I NV N43611 (215) TA 1 + S 0 0000 0 p�vz? 7 O � O TOP441.93 TOP 450.14 INV IN 442.87 (233) M H O z z N ~ O z z INV OUT 438.84 (221) TOP 453.32 a N O > > N > O Z Z Z m�v_ N F O z j > INV IN 440.08 (227) INV IN 440.08 (227) INV IN 438.53 (221) INV IN 436.32 (219) TOP 443.90 O > > > INV IN 434.45 (211) INV OUT 445.71 (235) INV OUT 442.77 (231) N Co H _ _ N w P - - INV OUT 447.30 (225) N (0 F ? ? N m - ? ? INV OUT 438.84 (221) INV OUT 438.84 (221) INV OUT 438.40 (219) INV OUT 436.01 (213) INV OUT 438.90 (217) 04 cn F? ? ? INV OUT 434.35 (209) EXISTING GRADE / PROPOS D 450 GRADE 450 3- -- -� MIN. 445 445 235 56.94 ' OF It 15" HDPE23 @ 1.75°/ 86.87 OF 15" H 440 @ 2.0 PE % 229 440 231 18" HDP F 34.83' F 17.71' OF @ 2.00E 18" Hpp 15" HDPE @ 2.00% @ 2.00% 435 435 430 430 455 455 ROPOSE RADE 8" WATER 4" NATER LINE \ LI E TO FHA EXISTING 450 GRADE 450 1' 1' \ MIN. IN. \ � 1 445 MIN. 25q / / 445 SANITARY 15" 21 F HDPE `223 MIN. PIPE 43-42 @ .13% 98.00, 225 1S"yD OF 29.79' OF @ 3,S1pE O 440 15" HDPE 440 'Top @ 2.00% 40. 15" DP @ 2. 0% 435 435 EXISTING GRADE 450 450 PROPOSED GRADE 445 445 8" WATER LINE 440 440 221 4435 30.71' OF 219 24" HDPE 83 . 010E 435 @ 1.00% 1' 0 IN. 2, So% SANITARY SANITARY PIPE 41-9 PIP 42-41 430 430 0 50 PROFILE SCALE N m o 2 rn � w In D to OR 07 O) M mO .4m M W M N n + H D�vv z O N� (AZ Z a6n 210 : DI-3B 6 ft Throat STA 1+75.12 TOP 440.43 i INV 114 433.23 (209) 445 \ IN I 433.97 (209A) 445 PROPOSED GRADE T MIN. 8 44--� EXISTING 440 WATER GRADE 440 TER 217 1.2� LINE \ 16.12' OF 1.2' 12" HDPE @ 4.50% 435 4 435 215 213 30.60' OF 40.45' OF 1.3' 12" HDPE 24" HDPE %4430 @ 2.00% @ 2.00% 211 20 32.04' OF 108 430 SANITARY 24" HDPE 738 O PIPE 10-9 @ 2.00% 209 PE @ 2.00 % 55.90' F 24" HDF E @ 2.00° 425 425 -44t pLT Ft ��F �00 CLINT W. z 7SFFLETT >� 0. 0 Lie. N . 54380 {4� 9/ 15/ 2021 �+V; M E 0 0 u N � N 0 Q O > E w a E i U N �i Q LL o 3 p LL 0 w0 `mom 0 W L f"l Q<� Voo J - i N rn 0LU N V wIT 30'x oa =LL U-) _ N m >m F Q E0 mO1 N W M d � F 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLEIT CHECKED BY C. SHIFFLETT SCALE AS SHOWN z W U7 > LLJ LL J_ a of LL 0 Z Jw m W J a Q > O W p Z 0LU U) 10. 0 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET No. C7.02 9+50 10+00 11+00 12+00 STR 236 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L 13+00 9+50 10+00 11+00 12+00 STR 226 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 13+00 9+50 10+00 11+00 STR 222 - STR 214 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+00 9+50 10+00 11+00 12+00 STR 218 - STR 208 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 208: DI-213 6 ft Throat STA 10+00.00 TOP 437.68 INV IN 430.96 (209B) INV OUT 430.79 (207) 445 204: DI-2B 6 ft Throat STA 10+94.81 TOP 435.35 INV IN 428.82 (207B) INV IN 422.43 (205) Q o 202: MH-1 INV IN 428.32 (203) Mo 0. STA 11+94.81 INV OUT 421.93 (203A) c" M TOP 420.10 120: 36" Basin - Dome Grate 206: DI-3B 6 ft Throat .,Zr 04 INV IN 415.36 (203B) STA 10+00.00 STA 10+64.00 = + N IT INV OUT 414.90 (201) TOP 431.91 INV IN 424.53 TOP 435.09 CO c Z 0 200: ES-1 for 24 inch Pipe (119) INV IN 423.15 (205A) ¢ o j OH STA 12+10.64 I INV OUT 424.43 (205A) INV OUT 423.05 (205) N U)i z z INV OUT 413.95 (201) 44n I I 44n ca 0 m n r a Ira (O M 2 r N r N N N c0 N ND O 00 0) 0 H = N c) NMN 01 V M m NNCOM N o N O V CO O mNMN W N N CO V +(O V CO H -It N p0 +�� H Mzzz0 dd co a.>> H Z Z> . N H > CpH-zz O NwF- O> z dd5 440 440 EXISTING GRADE PROPOSED GRACE 435 \ 435 4MIN. 430 5.74'OF 20 430 2 " HDPE 5 .09' OF 2.00% 24 „HDPE @ 2.00% 425 425 420 420 9+50 10+00 11+00 STR 208 - STR 204 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 435 435 8" WATER / \ LINE \ SANITARY 430 PIPE 7-6B 430 PROPOSE 425 GRADE 425 \ EXISTING 205A \ GRADE 20,5 84 HO00 E 30.82 OF 420 @ 2.00 / 18" HDP 2p3 420 �02.00% 24 OF HDPF @ 00 \ % 6g 2 3e •S ?4,hO OOT 415 415 00 51 MIN. 201 STORM PIPE 123 15.83' OF 410 24" HDPE 410 @ 6.00% 405 405 12+00 9+50 10+00 406: 24" Basin - Circular Grate STA 13+04.75 TOP 436.91 ri INV IN 432.47 (407) v V LO v V N INV OUT 432.37 (405) C14 Lo °D 0) O N Cl) rn Cl? v 00)� ao Cl) MM7m7 408: 24" Basin - Circular Grate 414: DI-3B 6 ft Throat + ,d v H = O) � H STA 11+31.86 STA 10+00.00 p v z z 00 g v z z z) TOP 445.65 TOP 446.24 i i ¢ a- > > > OH z o ¢ a > > > INV IN 438.95 (409) INV OUT 441.79 (413) v U)) z z v co F- z z Z INV OUT 438.52 (407) 455 11+00 12+00 STR 120 - STR 200 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 402: MH-1 STA 13+14.80 TOP 437.62 40413: 18" Basin - Solid Top INV IN 431.31 (403A) STA 10+79.74 INV IN 432.07 (405) TOP 438.40 INV OUT 431.21 (401) INV IN 431.84 (403) 404: 18" Basin -Circular Grate INV OUT 431.74 (403B) STA 10+00.00 TOP 436.45 INV OUT 432.24 (403) 455 4an EXISTING 450 G 3RADE 450 \ 445 445 PROPOSED 413 \ GRADE 440 \ 440 5 'HDPE 1 58'OF 409 MIN. 2.00% 1 HDPE 3 .46' OF Ca 2.00% 15'HDPE \ @ .00% 435 \ 435 r2 8g' OF @3.5pF430 HDP 7HDPE 430 @ 3.00% 425 425 9+50 10+00 11+00 12+00 STR 414 - STR 402 302: DI-3C 6 ft Throat STA 10+0000 300: ES-1 for 15 inch Pipe TOP 43180 STA 10+09.50 INV OUT 431.01 (301) INV OUT 430.91 (301) 445 445 440 440 PROP SED 435 GRADE 435 430 4-301 430 9.50' OF 15" HDPE EXISTING @ 1.00% 425 GRADE 425 420 420 415 415 n cc 2 r; a, v m 2 v H v to H V co n CO W �' M (n $ 'o co M co N DI-3B 6 ft Throat 416B: MH-1 420: DI-3B 6 ft Thrcat 00 M r n + v roqC? M+ m LO vSTA 11+08.81 STA 11+62.76 STA 10+00.00 p o'rZ 0 p v Z 0[416A: TOP 458.06 TOP 456.80 TOP 458.56 m F (Lj > 6 F a- j >INV IN 451.01 (417A) INV IN 450.37 (417B) INV OUT 7512.30 (419) v 0 H z z v 0 H z zINV OUT 450.91 (417B INV OUT 4446.38 (415) 465 465 EXISTING G DE PROPOSED 460 GRADE 460 \ 8" WATER LINE 8" WATE LSE 455 455 1' \ 419 450 3 .2T OF 417A \ 450 @ 1.0Oo/" MIN. OF 15" HD E 53.95' OF 3' MIN15" HDPE SANITARY @ 1.00"/" PI E 34-33A 445 417 445 43.16' OF 41> �S 15" HDPE 161, 'O @ 1.00% @ S00% 440 1 440 435 435 13+00 9+50 10+00 11+00 9+50 STR 302 - STR 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ¢ 402: MH-1 m o STA 11+34.18 o OP 437362 CO VIN41IN.31 (403A) ? v 10 c) INV IN 432.07 (405) o � C) F INV OUT 431.21 (401) C) Z 0 400: ES-1 for 18 inch Pipe F a0 j Oj STA 11+73.08 Cn z z INV OUT 430.91 (401) 45n ISTING GIMDE \�E 445 445 440 PROPOSED 440 GRADE r'M33 435 435 403 4 430 79.74- O 403A 01 430 @ 0.500 15" HDPE 38. 18" � OF DPE 403B u @ 0.70 /o p@ 0 77% 27.69' OF 15" HDPE @ 0.50% 425 425 420 420 13+00 13+50 9+50 10+00 11+00 STR 404 - STR 400 510: ES-1 for 24 inch Pipe STA 10+06.08 INV IN 483.83 (509) 495 -410: MH-1 STA 12+10.37 TOP 448.38 INV IN 444.00 (415) INV IN 439.82 (411) INV OUT 439.72 (409) 10+00 11+00 12+00 12+50 STR 420 - STR 410 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0- o r; ccoo o (M,, H LO l0 H Co O )w"t 00 (O N d) O N W V N O UN(oM co V in + c0 W H co I'- V)0) V ONv mNw + (or H. `, �^� N� O r � 7 � p"tZ0 p�7Z� 504:ES-1for24inchPipe p�v0 p�czzp dd¢a» Mu~i0z �¢3. �STA11+32.03 0¢0 z MU)OZ ¢(L Z Z z L005 INV OUT479.00(505) MU)OZ 495 lion 5n0 490 EXI 3TING 490 _ G DE PROPOSED 12" WATER GRADE ENE C NTURY LI K LINE 485 T P=482.88 485 1' \ MIN. 509 1958, OF 2 " RCP 480 @ 00% 480 507 51.8 ' OF 24RCP 505 @ 1' 0% 54.57 OF 475 24" H PE 475 CENTL RY @ "C0% LINK L NE TOP=47 .52 470 470 12+00 9+50 10+00 11+00 STR 510 - STR 504 EXISTING GRADE 495 495 PROPOSED \ GRADE 490 490 8" WATER LINE 3' MIN. 485 4.3' 485 480 6Z601&�, 480 24" HDPE @ 2.01 % 475 475 12+00 9+50 10+00 11+00 STR 600 - STR 168 0 50 PROFILE SCALE CLINT W.'>.� 7SFFLETT >� • �Af Lie. N . 54380 { C 9/ 15/ 2021 1+ _ ^� E 0 0 N � N 0 > E w v E w w 3 ¢ LL % 3 LL O w 0 m d W L M a_j U00 W J -N .. rn � N (� W W � 3:0'x LL V) = N Fv> 0� EO1 N 00 W M a� am O ce 0 z O a_ U U Lu Lu h h O W W W 000 222 000 a(LLUa U)(f)w >jLU ��C4 Lu 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLEIT CHECKED BY C. SHIFFLETT SCALE AS SHOWN W > W a w J of LL of 0 Z 0 Jw m W J a Q LL > O W� Q o W U) 0. 0 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET No. C7.03 L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 -44t pLT Ft ��F �00 CLINT W. U @ �cl) m �:/7SI�IFFLETT > o = ccl) t U) M ;,p Li9/r5/ 01300 4= in10 '0G0 x CD� rn co � iG O�c) mMV O m V °DV N O M� l�n e(� m 0 7 V cV + V 4 H N N V m 0 0� W V ON, 4` % Q m `I Z) O1�ZZO �om�j ��00Zv o n h1��• fo m m m O��O vaa»> az0 �v—zo 0 t �L �M� ;°FO> �tnOzZZ ��0» m�Oz» H �. u t �cn�z z 'ncn�-z z x rn v m 208B: DI-2B 6 ft Throat M D$ N 475 475 m o E ni m omi. N m o co m STA 10+35.52 ° mocov MNNN CO MON7 TOP 436.82 ry c + � � o N+ -q v o v INV IN 430.08 (207) > E mot �ovz_z� w aE O O o a0 > INV IN 430.08 (207A) _ aHOZ �FOZ» NWHz INV OUT 429.98(207B) �W'N 3 _ _zz 455 ~ ~ 455 445 445 a LL o 3 PROPOSED p LL — wO `mom V omo Z a —ui O .. P rn C7(A rv� a w 30'x u w o Q v O 1 ul I i ry Z ��>>� O www ~ crn � wM 1000 am TMINJ ow 222 Ca H > > 000 o; � o; � aaa 0 www x cn vI Ln c� www 0 o o x w o00 U 0 ° M Q n O� Z O in DATE 311812021 0 } DRAWN BY C. GAYNER • DESIGNED BY 9+5STR 144A - STR 144B 00 9+50 10+°°STR 156 - STR0154B 2+00 9+5STR 208A - STR 208B 00 • C. SHIFFLEIT HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • CHECKED BY VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • C. SHIFFLETT 5 • • SCALE AS SHOWN 0 ¢ 0- cc • n o 2 r r 0 50 L v V r PROFILE SCALE ~ q I- 170A: MH-1 co cD 0 CD o °Mo STA 11+25.46 W cl) 0ED ) m + CD 0) F TOP 489.88 (i ► m m Q m ¢ 1 00 p o'0 Z INV IN 483.23 (169A) `J L N L N t mQ n��0> NF0>Oj INV IN 483.00 (171A) � v ��r? �(nP? ? INV OUT482.90(169) (D N 210B: DI-3B 6 ft ThroatLo ry 224B: DI-2B 6 ft Throat (D CD� N LoI'll a? 500 00 m�vm STA10+32.00 m9Nv STA10+29.79 m�rnv �roco't J m0m� MOM V MCD W V r0, � v 0 TOP 440.43 0 TOP 446.84 0 v v +o� +r-H +rnH+rvvH H� p0�o INV IN433.23(209) p0�O INV IN442.37(223) �ov0 ��zZ0 Qo F > INV IN 433.97 (209A) N F a0 > INV IN 440.98 (223A) N F a0 > i. Z > > % c4 w H z INV OUT 433.13 (209B) N cn Z INV OUT 440.88 ff3B) v cn z v cn r - z ? 450 450 455 455 455 455-7 — w/ z li w Q � > w a w J_ OZ Jw m W J a Q > LL O W p O 24 W/ U U7 I..L 0 O O `2 1 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 STR 210A - STR 210B STR 224A - STR 224B STR 412A - STR 412 STR 172 - STR 170A O HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' U) VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 JOB NO. 40919 SHEET NO. C7.04 EXI TING GRADE PROPOSED 450 G DE 450 j3'7MI445 445 " WATER 143A LINE 2.70' OF 5" HDPE 440 1.0 ° 440 435 435 430 430 445 445 EXI TING G DE PR POSED G DE 440 440 3' MIN. " WATER INE 1' 435 435 209A 2.00' OF 5" HDPE 1.00% 430 430 425 425 � EXISTING GRADE 470 470 G DE 8" WATER LINE 1.5' MIN. 465 465 3' MIN. 155 37.80' OF 53C 76' 15" HDPE 2 OF 460 @ 2.00% HDPE 1 53 460 % 2 HD F P 2�50 455 455 450 450 445 445 450 450 EXISTING G DE 3' MIN. 445 PROPOSED 445 RADE 1' 8' WATER OL NE 440 440 1.7' SANITARY PIPE 42-41 223A 29.79' F 435 435 @ 1.00° 430 430 PROPOSE 450 GRADE 450 SANITARY \ \ EXISTING GRADE IPE 33A-33 445 445 3' MIN. .5' 440 411q O 47.12� 440 „HDPE @ 2.00% 435 435 430 430 440 440 EXISTING GRADE 435 435 P OPOSED GRADE 1' 8" WATER LINE 430 430 5.52' 1 OF "HDPE 2.00% 425 425 420 420 EXISTING � GRADE 495 495 PRO OSED GRA E 490 490 3' 12" ATER MIN. LIN 485 � 485 MIN. 171 90.18' F 71A 15" HD E 35.28' OF @ 1.00% 15" HDPE 480 480 0 475 475 470 470 L DROP MANHOLE -44 pLTk ��Froc DROP MANHOLE rill TA 13+57.20 13 STA 11+69.03 TIJE A 12+66.37 P 453.89 STA 16+08.56STA 10+00.00 TOP 459.03 P 456.09 IN 445.72 (12-11)TOP 446.28 CL1NT W. 14 TOP464.27 INV IN 454.39 (14-13) IN 448.65 (13-12) IN 438.94 (51-11) INV IN 436.32 (11-10) S1�JFFLETT> o INV OUT 459.46 (14-13) INV OUT 451.57 (13-12)NV OUT 448.45 (12-11OUT 438.83 (11-10) INV OUT 436.12 (10-9) 470 470 ,-v M.ALic.N .5/380 {4o s Co 9/ 15/ 2021 m E 0 0 M u N N 0 > E w v E w w 3 a a o 3 p U. 0 wo `mom � V oMo Z w - ui O rn C7w rv� a zF =� v 3 0 � Q U a LL w o Q J 7 h h h i 0 ry Z ��>>� O www EGRADE ~ om wM Lu 000 00 ca � H 000 aaWe a O 222 O >j� 0 ��C4 x o w o00 U 0 M a n rn z lromO in DATE 311812021 0 } DRAWN BY cc 4 C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 • STR 14 - STR 10 HORIZ SCALE: 1"=50' • VERT SCALE: 1 "=5 (WIC V STA 10+66.24 J STA 10+00.00 51 11 TOP 453.89 STA 11+84.49 53 52 STA 12+64.38 I� TOP 453.84 INV IN 445.72 (12-11) STA 10+00.00 TOP 489.57 TOP 485.05 INV IN 439.80 (FUTURE IN) INV IN 438.94 (51-11) 54 TOP 492.72 INV IN 483.02 (54-53) INV IN 478.83 (53-52) > INV OUT 439.60 (51-11) INV OUT 438.83 (11-10) INV OUT 486.71 (54-53) INV OUT 482.82 (53-52) INV OUT 476.25 (FUTURE OUT) 460 460 500 500 0 1 w/ z li WQW > w a w J LL O Z O LINEJ w W co a Q O 1 F > W z O W/ I..L � f z 0 O O 2 5 ,0 V 1 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 13+50 STR 51 - STR 11 STR 54 - STR 52 o JOB NO. HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 0 50 40919 PROFILE SCALE SHEET No. C7.05 465 \ 465 \ EXISTING GRADE 460 � 460 14-13 16903, 455 8" 'O \ 455 Metro S ORM i 1.5 \ PROPOSED 450 450 -12 � � 8 OF ucti/e tron 3 pp/ \_ 12'11 445 8"D 84�OF � 445 @ ,pp oron STO M \ PIPE 1 9 \ 440 440 1' 11-10 251.36' OF I 435 8" Ductile 435 @ 1.00% JMJM ;:C � v M °° W J M J(DJ� 43O 430 Q�Q� in u� Q Q�Q� 425 � � � can a 425 PROPOSED GRADE EXISTIN455GRADE455 H8�'WATER 450 450 445 ' 445 STORM PIPE 143 440 440 51-11 � 66.24' OF 8" Ductile Iro @ 1.00% 435 435 430 430 495 495 - - - XISTING � RADE PROPOSED � \ GRADE 490 8" W TER 490 3.5' MIN. \ 8" WAT R 1.5' LINE MIN. \ �� \ 485 485 84.49' OF \ 2.3' 8'PVC 2� 8" WA ER 2 Opp LINE 1.5' 480 S3 � MIN. 480 8„A8 L_ . -44t pLT Ft CIF �00 CLINT W. 7SFFLETT >� 0. 0 Lie. N . 54380 { c 9/ 15/ 2021 �4V; NAL MANHOLE 8 STA 12+76.40 TOP 438.41 INV IN 430.47 (9-8) o E MANHOLE INV OUT 429.19 (8-7) 60" INT. DROP MANHOLE 0 u MANHOLE STA 11+46.06 MANHOLE STA 15+86.96 MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE EXISTING MANHOLE c STA 10+00.00 9 TOP 442.30 STA 13+28.62 TOP 430.63 6 STA 16+39.47 STA 18+91.38 STA 19+78.11 STA 20+91.00 STA 21+79.99 STA 22+14.99 > E 10 TOP 446.28 INV IN 434.30 (41-9) 7 TOP 437.98 INV IN 426.44 (31-6) 5 TOP 427.36 TOP 422.65 4 TOP 419.51 3 TOP 413.93 2 TOP 406.00 1 X' TOP 407.18 w ai E INV IN 436.32 (11-10) INV IN 433.20 (10-9) INV IN 428.41 (8-7) INV IN 419.51 (6A-6) INV IN 418.52 (6-5) INV IN 414.54 (5-4) INV IN 413.04 (4-3) INV IN 406.07 (3-2) INV IN 400.53 (2-1) INV IN 397.43 (1-EX.1) W 'N ; 455 INV OUT 436.12 (10-9) INV OUT 433.08 (9-8) INV OUT 428.21 (7-6B) INV OUT 419.31 (6-5) INV OUT 418.32 (5-4) INV OUT 414.34 (4-3) INV OUT 412.84 (3-2) INV OUT 405.87 (2-1) NV OUT 400.33 (1-EX. INV O 5T 397.23 (EX-1 B) ¢ um g p LL o 0 wO `mom � V oMo Z a -u O .: r rn C7 Lu rv� a w 30 sx cva w o Q = v O i ry Z �>� owww ~ 0rn wM > 000 a� co 222 000 ui aaa o www x c� �� F w o00 U 0 M Q n O� z O in DATE 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY 5. • C. SHIFFLE7T • CHECKED BY • C. SHIFFLE7T 5. SCALE Lr AS SHOWN 11 •Lu (WIC V 11 J I� I 0 w/ z li C a w G a w J _j EL O 0 J w m a WJ Q O W _J C) o W" 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 0 STR 10 - EX 1 L.L HORIZ SCALE: 1 "=50' Q VERT SCALE: 1 "=5 O 00 `2 1 5 ,0 V 1 JOB NO. 0 0 50 40919 PROFILE SCALE SHEET NO. C7.06 60" INT. DROP MAN OLE STA 15+ 3.94 6A TOP 4 2.94 I V IN 424.31 (6 -6A) 450 IN OUT 421.40 ( A-6) 450 MANHOLE STA 14+55.00 6B TOP 434.78 INV I 425.37 (7-66) INV OUT 25.17 (6B-6A) 445 - 445 / W TER SERVICE LINE, � D PTH APPROXIMATE � � 440 440 8" W TER � 8" W � LINE TER PROPO ED LINE GRADE STORM 1 MIN. PIPE 213 3.5' MI \ 435 435 10_g \ 146.Og� OF ST RM \ 8" pVC PIP 209B � � 8" ATER 2.00% 9 8 \ STORM LINE: "WATER 430 130 3 " OF 1'7 PIPE 203 430 �o �� ¢� C o ch ri _ L . -44t pLT Ft CIF �00 CLINT W. 7SFFLETT >� 0- 0 Lie. N . 54380 {40 9/ 15/ 2021 �4V; NAL m E 0 0 M u N � N 0 > E w a E w w 3 Q LL o 3 p LL - wOLu `mom V 0000 z a -ui O w rn MANHOLE V' W w r� a 60" INT. DROP MANHOLE 33 TOSTA 15+g.1.48 z " u STA 2+7n .w P44889 INV IN 430.27 (32-31) p -c = INV IN 444.44 (33A-33) INV OUT 430.07 (31-6) _ > ° O w w w INV OUT 441.84 (33-32A) 60" INT. DROP MANHOLE a ; U) MANHOLE MANHOLE MANHOLE Tlj�IN A 16+64.05 ° ry WMANHOLE STA 11+80.23 STA 13+33.40 STA 15+06.26 P 430.63 U U U STA 10+00.00 34 33A TOP 454.17 TOP 447.45 32 TOP 439.12 NV IN 426.44 (31-6TOP 46200 .18 INV IN 448.35 (34-33A) INV IN 440.63 (33-32A) INV IN 431.79 (32A-32) V IN 419.51 (6A-6)INV OUT 451 65(34-33A) INV OUT 448.15 (33A-33) INV OUT 440.33 (32A-32) INV OUT 431.59 (32-31 NV OUT 419.31 (6-5165 ~ 888 ui 44 Q aaa 0 www 0 �� MANHOLE _ MANHOLE MANHOLE STA 11+46.06 MANHOLE 42 STA 11+30.23 STA 13+53.72 41 9 TOP 442.30 N o 0 STA 10+00.00 TOP 452.76 TOP 444.56 INV IN 434.30 (41-9) F ry � rN 43 TOP 457.84 INV IN 445.01 (43-42) INV IN 435.65 (42-41) INV IN 433.20 (10((-9) 0 Q, M Lri 460 INV OUT 451.52 (43-42) INV OUT 444.59 (42-41) INV OUT 435.45 (41-9) INV OUT 433.08 (9 8) z c 0 V� DATE 311812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLE7T SCALE AS SHOWN • • 1� 11 V I� w/ z li w Q > w a w J LL OL J w 9+50 10+00 11+00 2+00 13+00 14+00 15+00 m a STR 43 - STR 9 W Q HORIZ SCALE: 1 "=50' � % O VERT SCALE: 1"=5 w z J c) O W " LL 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 Q STR34-STR6 HORIZ SCALE: 1 "=50' O VERT SCALE: 1"=50 O 5 2 D 0 O 0 50 PROFILE SCALE U) JOB NO. 40919 SHEET NO. C7.07 EXISTING \ G DE 460 460 455 8" WATER LINE \ 455 STORM � PIPE 417 \ 1' MIN. \ 450 �� \ 450 PROPOSED 1" WATER ERVICE LINE, G DE DEPTH APPROXIMATE, 455 455 . EXISTING L35 GRADE 450 Z225 \ 450 13 4,�q 023 2 \ \ 8 /� Q � \ @S00° \\\ \ MIN. 445 445 ---STDRNI PIPE 223A STORM PIP 221 S RM 440 PI E 219 440 C�O. � �N�� 1' J�J� MIN. � Q � Q � � Q � Q 223 2'41 435 435 U) � � � (!) � (� � � � � In 'pVC.' @ q•O0o 41-9 76.45' cn cn cq cn ,n o o o o � � rn � + � + � + � o � rn 8„ pVC J � Q � Q � J � J � J� @ 1.SOo �Q��Q�Q �Q �� 430 430 V) V) � V) 425 425 L TIE TO EXISTING WATER LINE. VERIFY LOCATION AND ELEVATION. - RON Iw J 5n5 p < �w O I z m X a C> �n o IW w 500 cf) ni 500 p z \ — co EXISTING �� j �w ? m O 0 w m m Lo rV , \ GRADE w� �Q p N � Oc+n _ \------ Q� Qz� IoO+x� 0 + 495 \ �Q UOr; p w '0 b.T 495 \ N f n U 0 � Z W U j F N U) N fn woH ��Q a rn rn 0 SQ ME C/) \ Ow 490 \ 490 \ PROPOSED GRADE 485 485 12" LASS 52 DIP WATER LINE 1 MIN. 480 480 12" WATER LINE DEFLE T DIP FO ca N W/ 4" DR17 CASING co N STORI A PIPE 507 as 0� u-) OQ 475 U) 475 9+50 10+00 11+00 12+00 13+00 14+00 15+00 OLD LYNCHBURG TO HICKORY WATER LINE PROFILE 16+00 o O O 0 495 O W CI I0 w w m n In 00 0 rV a. N nl w EE 00EE V w Oo+ O++ =0 xQ NU) N fn Nco MW w Q + F LL io a6 [ U) (V U) NOTES: 1. FINAL SIZING OF CASING PIPE WILL BE DETERMINED BY ACSA PRIOR TO CONSTRUCTION. 2. MJ FITTINGS SHALL BE BUTT FUSED DIPS FITTINGS. NO ELECTROFUSION COUPLINGS WILL BE PERMITTED. 3. STORM PIPES 171 AND 507 SHALL BE CONSTRUCTED WITH A STICK OF PIPE CENTERED ABOVE WATER LINE CROSSING. O "r N Lo O N V O + CO HORIZON ROAD INTERSECTION STA 13+46.20 EXISTING GRADE � w 495 PROPOSED Q// w / GRADE < U) w — — / 1.31% 1z°xs°CROSS aso / aso / 3.5' MIN. 7 1 8' 485 485 MIN. SANITARY 1 PIPE 16-15 12" CLASS 52 MIN. DIP WATER LINE STORM PIPE 601 480 STOR A 480 PIPE 171A STORM PIPE 507 475 475 O LO � N co V 00 c+�0 �co �O v0 �N c'�O o] co 00 7 00 7 00 co 7 v 7 v co 7 v 0) 7 v 6% 7 v 0) v HORIZ SCALE: V=50' 9+50 10+00 11+00 12+00 13+00 14+00 14+50 0 50 VERT SCALE: 1 "=5 HICKORY STREET PROFILE SCALE HORIZ SCALE: V=50' VERT SCALE: 1"=5 %41- IIIIIlit I '-----lL '/ J �+ _� \\ 'I III'II'II III \ 500 I ' 1 \\� \ /' I I I I III I I 0 /\ _ G 444��& 1 \ \ \\ I \ � \ I /L _- \ -- I �,/'�I / /I I I'lll\\\ \ \\\ ( 1 I 11 11 I I `I °I' NA\\ - - - - - - —r I \ \\ I U~ I I I I I 1 I I I I I I III I I I j\ JL r\• ,\ \ —�-�- I 1 l o/ n —� I - - \\ \ \ \ ►I` �,' ; 1�� \ \ \\ ` \ `, \\ \\ ,' 1 ; 1 , ` \I ; ► ; I` r// / ► T '1 I 1 ' III, \��`\---_ v// `-\1 I II ''11 '11 I ' ' III I " i/BP` rl' N r\ 11J / I I I r� 1\ I\ II I, I II pl ;L, III _------- -- - - - T I I I I� I - \ LJ�N1p� \ I III I I I i / ' I I \ I / I \ I I 1 1 I I I / ' / 1--' U13P TI, - 1 I 4 II I I \ . \ 1 1 \ '\-!_ AN \I 11� II WGIIII iI 1 1\ \ \\1 \ \\ \\ \ \ i'b� / I I I II 11 ', -+_II \\ '� 1� �1-�- +��I/II_ -' ?1 / 492� \ / -'' / , / I I 1 1, \ i`� �\ \\ \ \ \I I ' W--A-- III \ \ ; I �\\\ OI \, \r \ \\'\'� I \ 11\`I','1 ILL I IIII � \ \ \ 1 1 , � _ _ ",I `� _ c-, �jQ �y ` � \ 1 \ \ / 0 / I I 1 1� I \ � , I I I I I I � I I - ? •]��' \ / /' II' It \\\\\\ \� 90 \\ / 4\ 1 \ I \ \ \ \ p I / \\\\ 1, VI � V; \'II I,II\I\\ I ,-`�\ +00 \. � � / I, r,1 1 \ \' liit \\�\ \\\\ 1�\ _ 1 50 '\ 48a III UGT- ��—UGI—k\\�- I�\ W� 49� I I / / I I /, , 1111 \I\I I d \ \ dr \ \\ �\ .\ 2 �' ! / l ,� / 11 //,I Il I I� I II \` \ 1 IIII\ I ''`� \. ---- _ ° / . , / ✓ 482, ,SCALE VV a `1 \ I -H a� W Q - _ - 40 _ W T_ ` 1 ' ' \ �\ ` I \ �SAI�I t44044000 00 pLT Ft �/F �00 CLINT W.'>.� 2slUFFLETT >� • �Af Lie. N . 54380 ,{{�c 9/ 15/ 2021 04 NAL M E 0 o N � N C > E v E w I_ .WU Q LL 3 o p LL 0 wo `mom j V 2 Z —� o 00 m C7 w ry w (_ 30'x U) o Q = Lu p v i c ry ��>>� Z O www =rn U) wM � 000 000 C4 Eli ii a O W W W x In vl v1 (D ��C4 0 x F O O Lu Q Lri U a 0 co rn n rn z 0 in 0 Lm DATE 3/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (Wu V W �aC/) Lu a _j J_ O LL J m � W o a Lu Z Q C) O QL Lu C) O O O U) JOB NO. 40919 SHEET NO. C8.00 L z O U HIGH PT STA = 10+64.99 LII HIGH POINT ELEV = 491.24 wSTOPPING SIGHT DISTANCE = 267 Z PVI STA = 11+10 PVI ELEV = 490.34 H w A.D. _ -3.00% X 00 v K = 30.02 (n o 04 O 90' VC O ++ + v 00> C)C)o) 495 T m 00 (n II W +) O LOW POINT STA = 16+68.93 LOW POINT ELEV = 463.97 PVI STA = 15+95 PVI ELEV = 466.10 A.D. = 2.11 % K = 70.00 148' VC 495 (n W O > > Q 00 00 2.0p% m m X 00 I v \ W U 490 490 \u j W \ Q LLLL 06 485 > 485 \ m LI LUv \ 480 STORM MIN. m Q 480 PIPE 163 .00 OD U PROPOSED \ GRADE 3.0' ro EXISTING \ C = W 475 GRADE — — \ + 06 475 > U U_ co � co _ STORM \ m m \ M rn W W p� + 00 m + 470 PIPE 159 \ \ � ~ 470 PIPE co X CD-1 DEFLECTION, 00 (n ib (n 8" CLASS 52 DIP Typ II II WATER LINE U W W\ 465 \ CD-2 \ 465 1' STORM M 1 N \ 460 PIPE 155 CD-1 460 3.10' TORM PI E 153A 4 \ 1� \ MIN. \ 455 455 STORM \ PIPE 151 \ 1, \ �450 450 — STORM PIPE 501 445 445 440 1 440 m V u') O V u) N V c) (o V c) t` M) 00 M) cl) 000 Lo 00 Lo co N Lo 00 Lo co O Lo 00 O M O co 7 V L O r� p N(.0 CM Co m = Co V r— N O (o I� N rn O N m f� m o] O r� i(] °O r` u) r` 7 r` N O r` N °D r` O r` co r` N O r� O °D r` r- O co V co N M co O � �n V O �n O oD � r v� �� V �� V �00 V v0 I- v00 V �00 V �r� V yr V yr V yr V vQ V vQ V v0 V vQ0 V vco V NCO V �Lo V �Lo V V 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 HORIZON ROAD BEGINNING - STA 19+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 W p O J , Lo Q F+wo Xfn 495 A•, rn in rn w J U-) jl'-Ho �a 0 <—m— n n n 21 495 490 490 485 485 1 ' 480 480 STORM PIPE 161A 8" CLASS 52 DIP 475 WATER LINE 475 470 470 0 50 PROFILE SCALE 17+00 18+00 19+00 19+50 9+50 10+00 11+00 HORIZON ROAD STUB OUT WATER LINE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 - _ - - - - _ - - - - - - - 434. a --\�\056. / Y / \ \ \ \ \ I — _ _�I /--————— — — — — — — l_ _ _ _ _ _ _ _ _ _ Of \ \ II v //\ d / / / _ —1.91 \L� t pLT Ft �tF •�• CLINT W. 7SIUFFLETT >� �Af Lie. N . 5/380 {4� 9/ 15/ 2021 �46F M E 0 o N � N C > E v E w w w 3 Q LL 3 p LL O— wO `mom j V oMo z a — n .. O rn co P C7w rv� w a 30 )x tVl1 oQ =v w O i ry ��>> z O www wM � 000 ow 222 000 C4 aaa O x W In W v) W v) c� Lu Lu 0 o Luo00 U Q 0 '.0 M n O� z O in O m E 3/18/2 021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (Lu V J uJu I� I Lu > Luo_ _j J_ O LL J m � W LL a Lu z Q C) o L.I- LLJ oC C) O O 2 ,O V 1 JOB NO. 40919 SHEET NO. C8.01 ) L 460 1- LLLI U) U [t W LLJ - z H- z z J U) J J U) W 2 0') Of 1�• U CM CA 460 PIPE Z M W + DEFLECTION, LL °6 c N r �CDA� Q < _ L W POINT ST = 25+69.95 Q _ GRADE -EXISTING U v LOW POINT EL.EV = 438.26 455 / \ 00 00 N CNJ w M PVI STA =: 24+q.5 440.13 455 3.5' 28 + +w +cy) o PVI ELEV / 3' \ \ Iwo w N W N N- N + It A.D. = .38 /o 0 N N 1' iD Q Q Q QX Q(>7 iD Q K = 39 .00 � w 00 00 / co �bo �bo 00 � 150' C W N 5➢ L() OCD N N 450 QXQ (7Q II II N N W oo U)W CD 1 c\I W W W LL J}) 81, CLASS 52 DIP v U_ U_ U 445 PPE TORM 145 WATER LINE 1.2' STORM W > oo > o D_ N Ly c) > °0 445 STORM PIPE 137 m m � � cD � LU M LL o PIPE 501 STORM � Lo `n N M co r V PIPE143A __--� �N HN II II �N N — QQ Q�cn w QH_ H_ N 440 CD-1 y j Q 440 SANITARY 1 / PROPOSED PIPE 51-11 \ 11 / / CD-2 \ GRADE W � W W O/ RMJ O STORM 1.4' -2.50% 435 > o > co > t` PIPE 33 PIPE 211 435 U) N CN\I (W N CD-1 \ Q Q Q STORM \ W W W SANITARY SEWER PIPE 209A 1.5' LATERAL, DEPTH APPROXIMATE, TYP. I SANITARY - 430 PIPE 8-7 430 1 STORM � U v, U U_ c`? U . e'i U_ �° U 0? U p ' 1 PIPE 207A \ 1 STUB OUT FOR >Lr-0 >rn>o + + > + w + + Uc)>o0o + >� + >o1.L1� + + W o U L�WM11 �,) W U U SANITARY \�IPE 6B-6A FUTURE PHASES LU N LU N LU N N U) N N W _N_� W M—M 425 d+ (w CC14 ln CfD\1 5; > > > O> M STORM 425 WILL � W�W� W cn cn W� W� � WPwc+oED(0w(+D + ILL >°NOWc+o \ PIPE107 F F F F d Q Cn C/i C/i UJ UJ N U) N (/) N W LU04O +U) N \ — Q Q Q Q W�Q Q Q �<w<W< LU W Q U) (/) U) Q� ~ �� 420 P POE 205 420 O M r (fl N o N V W f` (A v cl) N 0') O V CO O N M C0 I\ �O N co co 1\ °p . � � r C) o° (0 1\ w LC) N CD N co O O �`'? L0 I\ �'? O LC) I� Lti LO X) Lo CD Lti N In N M O v CD ao n I� I\ M O v V v N N I N O O v o° ao M K) I\ M cl) N CD M f� lC) N M M N N 7 V LO V Lo V LID V V 7 V v V 7 V 7 V V V 7 V 7 C`-) 7 V C7 c') 7 cl) 7 cl) 19+00 20+00 21+00 22+00 23+00 24+00 25+00 HORIZON ROAD STA 19+50 - END lou ro like lay Osumi w.,. ,.- :� REEL li 11 'ii we 1� 1 two _ jj� do will . V 10�' ii ill �_Oi�; y►' I � `�1'1 % �` /mil' �r // 1 �.1 IVA ,A=— NU .- 1 MAN 1.1 1 1 goll r � ■ pw i Li p��hp aeI it, 111'—D'I ��♦ 1� I1 WON �i ' ; ►�� Imo°"" 1 0 FEW E-INj 1 \'Ar �✓I LIE •��1��, ngaile_�IE�IIf�� r--^ I NemlIf Qallf NealIf 29+00 0 50 PROFILE SCALE CLINT W. 7SFFLETT >� 0. 0 Lie. N . 54380 9/ 15/ 2021 �0N AL ;.�'',, M E 0 rn o N � N C > E v E w H_ LU w w 3 Q LL o 3 LL — w O ¢ ji5smo Z a — 1i N O LL co,rn a C'/1 W w z F „ V 30V=)Q In a LL oa=� W 0�� i c ry � Z O W W W ~ c rn wM LU 000 a� ow 222 000 C4 aaa O 222 x In v) In �� C4 F o w o00 U a 0 o ' M n rn z O DATE in 0 311812021 DRAWN BY C. GAYNER } • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE • AS SHOWN • • • LU I I \ 44(� qo \�\\ �� \\\\ \ L X I\1 \\'�N\ > w / _ _ — //- //' /- / /,' 1 I I I 1 I I , I I ♦1+`', I I ' 'I \ \\\\ L.L J J IL LLJ LLI ' Q I I I I to w to 10 it It \ \ — It — — — — — — — — — — — �\ \ _ \ _ \ 1 \ t \ t' / NI I , ^ ter• _ _ _ ` _ / / // SCALE V=49 /' , / /o / JOB No. 40919 \ " qp L o I I 1 I I II 11 \ - Jam'/ / /'/ '/ �'�� •� r I ' . L I i \ t wit � 1► v .`� \mow.► r E\\\0\, \�Iy' 10 `1 �IZ ��!QL W4 MMn / H U W 10' VC U K = 2.00 A.D. = 4.95% Z PVI ELEV = 442.48 PVI STA = 10+27.99 o LOW POINT STA = 10+27.04 Z o LOW POINT ELEV = 442.54 O + BVCS = 10+23.04 fV BVCE = 442.58 IEVCE O Q EVCS = 10+32.94 4R5 = C/3 = 442.62 27' VC K = 30.00 A.D. = 0.92% PVI ELEV = 446.08 PVI STA= 11+50 LOW POINT STA = 11+36.26 LOW POINT ELEV = 445.67 BVCS = 11+36.26 BVCE = 445.67 Q EVCS = 11+63.74 LLL EVCE = 446.61 06 F- U W a' W HIGH PT STA = 14+84.61 z HIGH POINT ELEV = 458.04 STOPPING SIGHT DISTANCE = 152 w PVI STA = 14+72.23 U °n° PVI ELEV = 458.54 _j M A.D. _ -5.83% W I+i> K=13.00 �Q f►� 76' VC 0 'I N N ARS M n n LOLO In (0 - c0 In c) O co0\I �• + n 0o cn L0 WM M °0 W(D W0O) (0 WCqWN � (0 + n °0 II V II r II W + W + W + W + W + II II > It Cn W 460 1-N 1-N 1-N --- 1-- MF M to W Q a U U 460 X~ X~ X~ XI.- ln W W 00 cn 00 U 00 U co (1)0o cn m m \ a PIPE 1, o 6 DEFLECTION, P3 TYP. r /CD-1 455 Q 455 O EXISTING PROPOSED /:7.1 o GRADE GRADE / > 8 o�o M N. 1.3' 0 o U < \ 3' M / \ 450 C) / 450 O / \ r II / 1.4' 11 W DEFLEC\ SANITARY U j I j / !ID-1 \ / 8" CLASS 52 DIP STORM PIPE 34-33A 445 > i / 3' / i STORM PIPE 225 WATER LINE PIPE 417A 445 Z 9 I / 0°j 31 STORM PIPE 223A SANITARY SEWER 1 2' LATERAL, DEPTH 440 CD-2 T 1.3' Wco APPROXIMATE 440 WOWo W°0 Wcy) WO Wo Wo Wm 0c? U�!U(`! 09 U� U� UC`! UI(? Uc`? 3.8' STORM 5; OO�� LO �� I �( �0 �LO PIPE 221 a + a + a + a + a + a + a + a + a + W� WNWN WN Wcf) Wcf) Wm W(n W V 435 STORM U) CO � U) U U) U U U) U) 435 PIPE 215 W W W W W W W W W U) F F F F F F F F H SANITARY PIPE 9A-9 430 430 h p CO O N v 0 O V 00 Iq °Q of 7 LL0 N� M O v(l) vC6 �4 0(b v°D �0i vim' U') m� U) m� vLO It vLO vL vL vLO 15+00 16+00 16+50 0 50 PROFILE SCALE t pLT Ft}F 00" CLINT W. 7SFFLETT >� • • • IT•o� Lie. N . 54380 { c 9/ 15/ 2021 �4V; h1 NA .��• M E 0 o N � N C > E v E W w w 3 UMt 3 LL 0 W 0 N j V oMo Z w - ui O rn (7 LU rv� w v a 30'x U) oa W �� i ry �">� Z� O W W W ~ c rn wM � 000 00 222 000 aaa O x WWW (n In vl (D ��ct 0 F 0 O O W Q LU U Q 0 M Z O DATE in 311812021 O HORIZ SCALE: 1 "=50' • VERT SCALE: 1 "=5 ` - uc ----- �r>- t� I I \ ----- �IrGrp I I 1 \ , \ \ ter, Ir I_\ \ \ � Iy-I \ \ 1\ \\`- 1 UGp- \ \\ \ I \ 4 \ I I 1 \ 46 1 1 \ \ 1 i \ 4 1 \ \ 6 \ \ I I �i�•.`��''...•1 II I •.K�' k .,I,�P•\%1 I \\ \ \ I 1� \ ` `\\ \ \\ \ \ \ \ \ \ \\ `\\",\�\ I I I I }.: •::''.::' I '� I I \ \ \ 459 459 1 I I I \ \ \ \ \ \ \ \ \ \ \ \\ 44� I ° \° \ h I 457 I I I I I I I I I I I I I I I I I I 1 I I I I I •.: '�'::'` 44448 •�1 445 .:.,;.�.. ', --. '.:.;.'...., :...;..' ........,;.: ............ :�::: •.`.:. �. •. 7,'...�': ..., ,, ..'.:.... : .� ..:., \� ,.. \. ? [•- I I I I I I � I I I I I I III I I I I I I I I I I I I I I I I °\ \:: \ ` / /` \ \ •F '(:. 1/ I, I I I I I I I I I I I I I I I 1 I I I 11 1 1 1 I o\ \ \ \ N 9+50 10+00 11+00 12+00 13+00 14+00 CARDINAL HILL LANE �„I�YY� ® 1 r NA � �i// JYIIiA ,,��;,i-, I-��. ��q,.,�.�� .� �'Q.�� Q,�► G•1"WA1 r1j1••',�rpFj a �. �,,��Y 1 � 11•��•1••1111.111••1111.1� �� r I '• u •• •• ••• ►•• 1 ® �} i 01i.-%�Iiiiii•IIr!IIpiV; q°, \ �'J� t1 a 1•i •` p111•i••1•• � �j i� 1. \ - • • ' `� ' ` c /\ :•�iii•��i•Ip1`•ii Li� ` % / •� \ 01.1111\d1111•1�.!•IIIIIIC, ♦, >+!r �, o� ,i�t�� 1� 1111j••11•Irlrlp•1j 1•11 '��_ `I P�:'�% �� DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN JOB NO. 40919 SHEET No. C8.03 L HORIZON ROAD - INTERSECTION STA 10+00.00 I— U W x W I— z 465 . o 30' VC 48' VC K=5.00 K=48.81 A.D. = 6.00% A.D. = 0.98% PVI ELEV = 432.52 PVI ELEV = 435.12 PVI STA= 10+33 PVI STA= 10+98 LOW POINT STA = 10+28.00 LOW POINT STA = 10+74.10 LOW POINT ELEV = 432.72 LOW POINT ELEV = 434.16 BVCS = 10+18.00 BVCS = 10+74.10 BVCE = 432.82 BVCE = 434.16 EVCS = 10+48.00 EVCS = 11+21.89 EVCE = 433.12 EVCE = 436.30 101, VC K = 98.78 A.D. = -1.02% PVI ELEV = 457.78 PVI STA= 15+53.17 HIGH PT STA= 16+03.65 HIGH POINT ELEV = 459.78 STOPPING SIGHT DISTANCE = 701 BVCS = 15+02.68 BVCE = 455.26 EVCS = 16+03.65 EVCE = 459.78 ( It M U) O (D N 00 M W It It + co � co LD Lo � II _ _j C7Qa0QC7Q Q X W J 00 In bo U 00 U) fn W 465 zz Q = J H U PIPE > > 0- (L + LL Q W + DEFLECTION, N 06 Z U) TYP. W Ix W Q / 460 = _ z 460 LLi W + STUB OUT FOR / FUTURE PHASES 2 W X< 3.0' 455 (D 00 U) 455 / cc\I C)(D 0 1'4 STORM W o Lri LLI N / PIPE 419 LLJ N N � N PROPOSED aL 450 04 0 : 04 GRADE CD-1 450 H - H X H w cn eo cn bo c/) / + / SANITARY SEVVER 0o 9$ I / LATERAL, DE TH X C7C7 , APPROXIMATE, TYP. 445 M 445 co o U Q o 1.8' 8" CLASS 52 DIP o _ Q I- / WATER LINE o (,g bo / 440 M 440 � SANITA Y p PIPE 33 32A w 1 3.5' /lo W MIN. EXISTING GRADE 435 > >1 j 435 �QO�o 00 % / ANITARY SE"ER /I ATERAL, DEPI H 430 APPROXIMATE, TYP. 430 / WI- wI_ WI- Wf- W W WSW col WM w Woo U`D U`D U'(? (D U_ U� U_NU_ U(R U_M / O I� > > O > � + i > W > > > _U N > > N / + (LD + + + N w + Q' + N + w + w + w w + / W W WN WN W WM WSW 14 W(n w WCD 425 U U) (n U) U Cn U U U) Cn U 425 w 0 � w STORM W� U W� W� � W� W W~ WSW cr co~ W� w � W� SANITARY PIPE 119 ~ ~ I.-U) I-_~ I-_ 3 ~ I.- I.-U) 3 ~ PIPE 6A-6 420 420 415 415 I` = N O (N N M (N m O m N co (0 I- r = 00 M (0 7 to = O V (0 W (`M I- to O coO (D O (0 ID N of M N mCo M m CM N S M CD—m It (D N CM 'ITv N S V mm r- 7 It ID ID (N ID of �% ID O S (D to N � (D = v co v V co v V co v V cov V 'IT V V V v V 'IT V toto V 'IT V to V V to(0 V V 9+50 10+00 11+00 12+00 13+00 14+00 WARDELL CREST 10 \ \`� �\�\�' i \ of \�` I Iln lQ\\\\\\\\\\ It • •\ 41, II II I pb\\ \ \\ It \ \ 1 \ \�\` �! 1 \ oIt 111\I\a\\\\\\\It It ��`''`�\\` \0 \ \ \ \ \ \ \ \ \ • \ \ `- 0 1 f, \ 1 , I 1 1 \ I .i •:.:; , �> \\ \ \ \ \ \ \ \ \ \ \ \\ `\`\\� O� ° \ \\\ \\�\\\\ , \ `\\`\\ I N°,I14.7v v A A IV 11 I\\'\ 11 � II to ' I I I I I \ ` \ I\ :��.�•.; It It I 11= III 0 ' I ', 1,1`- III % I I /, o 1 \ .:..'...\• \`\`\ \\\ I I - / I I I1 III/I I / \ \ It It It \ \\l\(/ \\I 0 It \\`�\\\\\�\P°II\11 \ \ \ \ \ \ \ \ It m \ \ \ 1 I I ` / �1\ I \ \ \ \\\lo \\\It It \ D`\J` \ \I III II \ i \ \�/l '� Q �1'It \ IIII \ 1 /// ��`a It \ ` \ \\\`IIII\91,,1� `, II 11 IIII \\\IIII\\\\\II,\\II'II I I 1 I I1,\,`,\1`11111',IIIII,II1 l1 18 li,'IIQ�iIi 415121/ Ib/' / / ' I °I III X // // , , / , , /1// I I I/ I i I I,llq III / / �/ '' /' I ' � I I I 'I I I �'.�•. o\ 1 I I III �I ;��:;'•� \ HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 M® �E . ^Y 1�Ei 1 ®1 kffis Rom:'walimp ' -�- �NIP/ M ' / 15+00 � 4 gotrA, �104 �f M INFAIR I A��Wo i` 0 50 PROFILE SCALE t44044000 00 pLT Ft �tF 000 CLINT W. z 7SFFLETT >� • �Af Lie. N . 54380 { c 9/ 15/ 2021 �4V; M E 0 o N � N = > E v E w ww 3 ¢ LL t 3 LL 0 w0 m,�-i ¢ ji5 smo Z o — In .. O rn 0Lu rv� w a 30'x U (n o Q = w 0 v mi =ry >>m Z O www ~ _� wom M 000 ow 222 H > > 888 �Q� aaa O W W W x In In vl O >jLu 0 w o00 P4 IN U ¢ 0 M n rn z O DATE in 311812021 0 DRAWN BY C. GAYNER } • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE AS SHOWN 1__1 IL W 17+00 17+50 Q J J H4 l l I I if I / \ > I It \ \^ \ \\ ` IIII\\\ \ \\+\ I IJ I III II I II I ,, , \\,- ,•. \ \ \ \ \ \ 0 It I •' � AI I , IIIII I I II IIIII II I II , � .,_-� \ \ \\ \"\ \\\ \ \ \ 00 \ \ \ \ Q C/) c � I It > \ \ \ \ ^ w `\ `\ \ `\ \ \ `\ \\ \ L.L _j J \ \\ IIII \ 1 II,' I- 1, / /,- < O III \ \ \ \ \ i IIII I,\ \\ \\ \` \ \ ` J LL M III \ \ \ \ \\ \ \`\ W Q L a \ \ > U C) w z Q 0 �/ O� o LJ_ Lu ti � �S6+x'r)•: / 'I I11' la \\ `' I' ' \ I 8d' I v:• , � /•�•� ,/ / / '/ '/ / /,' 1 / � I 1j1'1 1\` \`\ \ \\ 'IIII \ I I AI I' II`\ \\ \ \ \\ \ O \\ \ O I I \ \ \ . ••� , / I l It I, I I III 11, 1 ✓. / / / / / ' I I I IIII I I IIII I ��•��•�'�� r /r / ' // ' / ' / / '''/ 1 I I IIII III I I , I \`\�P `\\ \ I01 JOB NO. oo 010 40919 of 1116'I II oo / iI I of I I SHEET NO. L