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SUB201400094 Plat 2014-06-12
GENERAL NOTES OWNER: ROUTE 240 HOLDINGS, LLC RESIDENTIAL (05600- 00 -00- 05700) P.O. BOX 1467 -2 RESIDENTIAL (056A2- 01 -00- CHARLOTTESVILLE, VA 22902 DENSITY- R DEVELOPER: RIVERBEND DEVELOPMENT, INC. STANDARD LEVEL CLUSTER DEVELOPMENT- 6 D.U. /AC. R 321 E MAIN S, SUITE 201 ALLOWABLE DENSITY FOR BONUS LEVEL CLUSTER DEVELOPMENT 3 D.U. /AC. CHARLOTTESVILLE, VA 22902 PARKING WILL BE PROVIDED ON ONE –SIDE OF THE STREET ON FREEMONT ST, ca Z ATTN.— ALAN TAYLOR ENGINEER: COLLINS ENGINEERING ON STREET = 43 (INCLUDES 34 PARALLEL ON– STREET SPOTS Q L 200 GARRETT ST, SUITE K PHASING: NONE CHARLOTTESVILLE, VA 22902 NONE BUILDING SITES.- (434)293 -3719 W PRE– APPLICA TION BURIAL SITES. NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. CONFERENCE: SEPTEMBER 23, 2013 TAX MAP NO.: 05600 -00 -00 -05700 (D.B. 2478, PG. 251) 056/12-01-00-06200 (D. B. 2525, PG. 75) PROJECT AREA: 14.58 AC (05600-00-00-05700 R-6 PORTION) 2.13 AC (056A2-01-00-06200) 16.71 AC. ZONING: R -6 TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES RESIDENTIAL (05600- 00 -00- 05700) R -2 RESIDENTIAL (056A2- 01 -00- 06200) DENSITY- R -6 ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT- 6 D.U. /AC. R -2 ALLOWABLE DENSITY FOR BONUS LEVEL CLUSTER DEVELOPMENT 3 D.U. /AC. PROPOSED DENSITY- R -6 SINGLE FAMILY DETACHED: 23 TOWNHOME- /SINGLE FAMILY A TTACHED: 60 TOTAL PROPOSED LOTS: 83 R -6 DENSI TY 83 D. 0./14.58 AC. = 5.69 D.U. /AC. R -2 SINGLE FAMILY DETACHED: 3 R -2 DENSITY 3 D. 0./2.13 AC. = 1.41 D.U. /AC. OPEN SPA CE.- 4.45 AC. / 16.71 AC. = 26.67 OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. CRITICAL SLOPES: NO CRITICAL SLOPES ARE LOCATED ON THE PROPERTY OFFSITE DISTURBANCE. • OFFSITE DISTURBANCE TO PARCEL 05600 -00 -00 -05700 (R -1 PORTION) REQUIRED FOR THE ROADWAY CONNECTION TO PARK RIDGE DRIVE. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS. • FRONT- 25 , SIDE. • 10' REAR: 20' A REDUCTION IN THE SIDE SETBACK FROM 15' TO 10' IS PROPOSED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE SECTION 4.11.3, PROVIDED ADEQUATE FIRE FLOW AND STRUCTURES CONSTRUCTED IN ACCORDANCE WITH THE BUILDING CODE SUBDIVISION STREETS: CURB & GUTTER WA TERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT- NONE TOPO & SURVEY- TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 20OZ THE BOUNDARY LINE U) INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES. INFORMATION V1 w FIELD VERIFIED BY COLLINS ENGINEERING MAY 2014. DA TUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED LIGHTING: NO LIGHTING IS PROPOSED PARKING. • 2 OFF– STREET PARKING SPACES SHALL BE PROVIDED ON EACH LOT PARKING WILL BE PROVIDED ON ONE –SIDE OF THE STREET ON FREEMONT ST, ca Z NEWPORT ST, BINION DRIVE, AND MARYLAND STREET OFF STREET = 168 (INCLUDES FUTURE LOTS) N z ON STREET = 43 (INCLUDES 34 PARALLEL ON– STREET SPOTS Q L TOTAL = 211 SPACES PHASING: NONE PROFFERS: NONE BUILDING SITES.- EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS W OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES. NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE RETAINING WALLS. • ONE RETAINING WALL PROPOSED IMPERVIOUS AREAS: ROADS. • 4.75 AC SIDEWALKS: 0.80 AC NO TES. TOTAL: 5.55 AC 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND /OR FORESTAL DISTRICT. 2) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 5100JCO229D ADOPTED FEBRUARY 4, 2005. 3) EACH LOT AS SHOWN HEREON CONTAINS A BUILDING SITE WHICH MEETS THE REQUIREMENTS OF SECTION 4.2.2(6)1 (18 -520) 4) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 5) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. FOOTHILLS CROSSING II PRELIMINARY SUBDIVISION PLAT WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA r - r � 67 '_ (tea (` Er�t ^ -� rf -~ - �� _ -1 ✓�~ ,/r f J . . . . .. .. ......... . y° W:W ........ . x,a,e _..._ ._ .......�:,. 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PYtSLr�) ]TOT ACRES J oNINC: Nib j Z R I RESIDE f / I I I`< \1\11 `11 /�� � \� \�1 `1 (� \/ I �•\ � � � � \.,- ,��__ --- ,,//f� � /-'!�' ��r: ���`� J - -�.. -�_..� -�� e , �� ` - SHEET LAYOUT SCALE: 1" = 150' ROADS 0 6„ „ 6 j t , V�•s _ �j [ •A 7�r) '� llGy�y«il:II 1 awr ��M. ,.. �'�,'�..p,Ii ',f 1� �"• i! VICINITY MAP SCALE: 1" = 2000' LEGEND </� z U) /' TM o V1 w o 0 a o 0 H � �U-- ca Z Z N z z Q Q L LU F�1 H z o o W C N N VICINITY MAP SCALE: 1" = 2000' LEGEND ` V </� z U) /' TM o V1 w o 0 a o 0 H � �U-- ca Z Z N z z Q Q L LU F�1 H z o o W C N N EXISTING CULVERT EARTH DITCH CUL VER T DRI VEWA Y CUL VER T DROP INLET & STRUCTURE NO. A BENCH MARK CURB CURB & GUTTER — — — — — CLEARING LIMITS PROPOSED PAVEMENT a VDOT STANDARD STOP SIGN EC -3A DITCH -- - - - - -- 200-- - - - - -- EXISTING CONTOUR DEPTH OF EC -3A DITCH 20o PROPOSED CONTOUR EC -2 DITCH 240.55 PROPOSED SPOT ELEVATION / TBC DENOTES TOP /BACK OF CURB DEPTH OF _C TAB DENOTES TOP OF BOX F" — 2 DITCH / Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 LAYOUT PLAN 4 UTILITIES 5 GRADING & DRAINAGE 6 TRAFFIC, NOTES & DETAILS TOTAL SHEETS: 6 Sudmittal Type Reviewed and Approved by the Comm nity Development Department Date Srgnature w 0 Q � ri ,L] i� A 0 L9 Z W Ul Z J J 0 U O M C') N M O N N W J U) 0 Q U W U) W U) I-- W Q O O (N I� z O H M) W (D V / z J Uj L.L V z V J 0 U v 1 J J II-1 O O 011 W O U � w O w a � JOB NO. 112066 SCALE N/A SHEET NO. 1 TOTAL SHEETS: 6 Sudmittal Type Reviewed and Approved by the Comm nity Development Department Date Srgnature w 0 Q � ri ,L] i� A 0 L9 Z W Ul Z J J 0 U O M C') N M O N N W J U) 0 Q U W U) W U) I-- W Q O O (N I� z O H M) W (D V / z J Uj L.L V z V J 0 U v 1 J J II-1 O O 011 W O U � w O w a � JOB NO. 112066 SCALE N/A SHEET NO. 1 � -, � I - I - _. - - _ ____ �./ I I - . 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I _2 056A2040000OA0 PARKSIDE. VILLAGE HOMEOWNERS ,ASSOCIATION INC 5,694 32051626 11 2 - I I I I.. 056A2040003500 . . .1 I— 11 WALTON, THOMAS C OR HEATHER J I 1 0.218 2848/441 3 . 1 056A2040000OA2 PARKSIDE VILLAGE HOMEOWNERS ASSOCIATION INC 0.014 3205/626 4 I I I I ,056A204 I 000 1 6 1 800 1 I . I 11 I DEAN, RODNEY E J R,TRUlSTEE;R0 . DNEY E D . EANE JR TRUST U/A bTD 0 1 .108 1 41221202 I 5 I .. 056A2040006900 .. JORDAN, SARAH B 0.040 30071304 6 . 056A2040007000, NICHOLA PROPERTIES LLC 0.040 3072J720 7 I I I 056A2040007100 DILLARD, WILLIAM H 0.114 3020/075, 9 056A2010GO6300 UNION MISSION. BAPTIST CHURCH 1.000 3711553 I I 11 056A201OM400, I UNION MISSION CHURCH C/O ELIZABETH BROWN 1,000 1591294 -10 11 956A2=006500 COLLINS, LLINS, MARIAN B 1.050 970/668 12 056A2010006600- ROBERT MICHAEL 0.504 3678/232 13 056A�010006700 , -FLANAGAN, 1 1 1 FLANAG I AN, ROBERT M 0.640 I 2106/418 14 I - � I � 056,A20100067AO 1 FLANAGAN, ROBERT M 0.450 2091/472 15 .1 I .1 1056,A20100067BO .... . .- - FLANAGAN, ROBERT M . le . 1056A20100068 I 0 . 0 1. I ROUTE. 240 HOLDINGS LLC 3.070 2675/384 17� 056A2,0100061OG ROUTE 240 1 LLC . C/O REDLIGHT MANAGEMENT OR MAIN STREET HOLDINGS 13,052 2012/352 . 18 I I . I 05.W040000l 00 11 I MACLEAN, GERARD 0.271 I I 28651731 19 056A2040000200 BEASLEY, ALBA 0.212 2275/096 20 111.1 ... 11 1. oswo4opoom JONES, BENJAMIN MARTIN OR SARA BETH 1 0.212 4369/199 1 .21 1 056A20,40000400, 1 1 MOORE, RICHARD OR DANA 0.199 3924/271 2-2 056A2040000500 1 1 JKIRBY, PHILIP M OR JENNIFER J I _ 0.239 ,2229/297 I- , . - N - G.o L;.U. 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I � '-�,, - --- .1.1 �, �12 0, 0 D / �>' / , \ i '...) , . I I 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA t ", \_ - 11, \ \ � "\ ,-------/ / I_- \ t \\ ______ / � " / I \ \ \ \ I- ,/ � _ _,, ____ - , 1, ),I // / / N L.. " - _ N " \ \ / / / le.( � 'I,- ------- __ / , / 1,\ , , 1, 1�_� 1<7-------/- - MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. 1 t , �1\1 ,.\ \ N lk \`,__�/ _�17 tN f\ \ \ -------. I// // I , k \ I \\\N � - - ` - �- .�7 \ -----,-- ,/\\-., 1� \� / // / I _-, -1 i I A \ - I �\ \ _______.__ _- / / /' \ \ \ \\ _________ ,1�1_-- \ ___ -, I -,- -1 / / / ,// �L*.'.'..'..� I _��__l - - - I .. I 11 __ , \ _______ _,\ \\ \\"\L, ", _---.- , 1, __ ___ - ' / / - ."... I -4 _. - p I // , \, ,,\ \ - -, __ / - \ - ___ / / I __ -- __ - - __ __ �., R/ * .. �.. , \ - " / \ \ _, _,__________ ____ --- .- - (,\ " --- ) ' b'O' . . .1. .... .1 I \� " ,\\\ "" 1\ - I ", / I\ � � \ __ " \ _____ ______,_____,__ , / / / / \\ \ \ \ 11 - - __.- - - I., 11 " __ I \,- - - - 1 '\\\ ' b N'( I-XI - -�'.,. __ .,..,..... .1 .... , , '� I- - � \ \ \ -----------,-"- / \ \ \ - - _ _:� - �_ , ----,----- �� - __ / / /� ..::,. 2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & GALE AND , , \� \ / " \ N \ \,--- - - __ i - Yl \\ JU I , "'� t. I \ I- 11 /' / / \ - _____ _____ 11 I �l \ <11 ,z \\ 1�, v ) \ \ 'fir/ \ \,, �,,�_______ - j , \ , I �,:�;`l ....... - - ..-- � / / N I - \ - --- __ '-- - __ � , -, - - - - - - -- - ,, / ) � , ... .. - . - . - 7 . . - 1. l< \ \N , -� � I ,\ - - - - - - I / , , - "� _.__L_____-____�_ _ - - __ __ __ __ - - , \ \C� / / / 1 2�O / / / � "y i .. _.. ... � ...... - - -��i' , 11 __ \ // / / - 1 20,,156 ,',.+/ / ), ... LOUISA AERIAL SURVEYS. THE BOUNDARY LINE INFORMATION IS PROVIDED \ , ,,, \�� / \ \ \" _ "ll - - ___ I \ \ ,----. _/ - I/ , -1 I ...�� .... ... .\. I - ........ **,_l�:.",..,.'l .... \ - - __-:�_:� -,-,\ .---- ,\100 1- - :. ...., :::��::,:-,�.-�,_ `l .ti. - \" ____ \\ ,,-�., �,� \ , I \ _ _ - - - - . — — \ __ - I 11 / / / / , / \ N \ " - - - - - - -, __ _= _ - __ - - - � -A-_ _\ 0 , ,p 10 / �/ I � v " - .L.... .7� - * - - , '. 1\ - / / ___ - .- I . - I ,- `, ...... \� 1, \ / / \ \ \, \" , __ - / \ , - \ --, � I ,/ ..... :7..�'.:' t__.-'..'. -, -, \ \ / \ - - I / \ \ -,:::: I- 1, I A I I ://, � ..�, `, - \ \ / ,__ \�, � �, II , .1 , / \ — - - - - - - - - - - I - - L, - .............,... - \~' � ,�� . "\ Y - -�. ) / \ - - - - - �,�, \1 __ 11 - " \ / / / / \ \ ,� __ __ , - . - __.". __ \ - - — - / / // I � - .. BY ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD \N 1�.l " \ N , , \ " I I " \ , - L, 11 / / - -\ \ \\ , I ----.--- \ 11 -,- __ - ___ _ /-= I " �-... ....,'.'. - � \ - , ' -7— - I . I , - F/1- I-L � i - -1 \ " , I \I-- ,/\-- , " ,-- - - - - - _�_ - - -1 ____ __ - __\:E�__ - :_- ��_ �:�__ %__- __ _ # _, , _// _(� ,� I" 11 I - , ___'_� //, " ,,, , I _ ----- _-----�- \, � -------- I ____ ______, I 11 I / / / \_ 1�, `_____ - I ____ _. I , ___ ---,,/'/, ,-- I _ \ \ / '.1 ///,/ t I __ , ", \ \ I,- _____ , - - , /, 1: / . I .- \" -, -, ,�._ -� \ - I \ , \ \ 1� - , - __ -,- = / /,L"- / I I - _ . VERIFIED IN MAY 2014. '- ,\ \ - -- / --rel _ /I.--- __/ _____ - - - -- - _.- -� , - )0f69 2" P//, � , - -�� 'N - - \ \\, '. , � __ _ , _ , 'C I / - '\I\--- .- _ --' 7� \ \ � \ \ " , / / / ., / / " L , ,� .� , I 1, / / I I - - I I- ,- __ _� __ - \ ,� - - - __ 1\ , I N ,_ , / - - I 11 - - 7_� - \_ ___ - / �,� 1� - ,� , I,- -- \ \ , _ , - - / / / / �, - - - I - - - - - __ , � - - __ --- - __ - L- _ - 11 \ ,� - � , ,4 - I" - - - \, \ 1, - I v - - " -, -,�, - __ - I \ ' - , - ." , _ - _ \1' I.- _ - to - , - \ , __ - - I I " , ::� - \ ( / .. ," � \ - \ / / I- , _ - - / / / - \ - ,� l'_-,__, 11 ----------- ,� _' - \ . -1 1 i " 3. NO CRITICAL SLOPES ARE LOCATED ON THE PROPERTY. ... - - � V __ � _\ , \ I \ // l -, __ - -, I .1 \\ '_ I __ -,--- _ 'l � . I . I, ad, " ft. I 62? I � -1 _', S --- - - - - \ k ____ - \ \ � I - / / 1. __.- __ - - - - , " \ � I I __ L- _ _ -_, , - I / __ � ", \ I � / I / J _ __ I _�, , __��, T \\ \ ,� \" / 11 �, __ -,--- ,_1 / / // ____ \\ �l I, I- _--_ _` , //,...'----\\"\ "'.-' ____ -, " 1\ 1, 1�, �< ,.�� I v / -I " _ __ - -, � 1, _ - �. __ \ 1, \ -� - lZ I / / 1. �_ __ - I _ � __ I " t ____ / X/ t I,/ - - ,_1 4. 100'WPO STREAM BUFFER IS SHOWN. . \ . " I ,��- __ ` -\ / / \ - 1�_ , N \ -I- -, - 1\ " \�' \ __ / - I I—— l_ \� ,�� T , , \ \", \'---. I� - - ,_ __ _/ / N " - --__- - --- I __ _ ,..r/ / _� " \�, I, " " I ..- - -, - C \,, -' ,, \,\--/ 2 P'T' �,_71_ / I/ - - \ 1\ I ,\, <_----:�, 1�� - -1 / / \ - - - -- ., - I I . " , __ - \ \\ \, \ r, /��, /h -) i � I I 10 </, '\, V \ �, __::� \ \ \ _____ / / / / ., I __ - - - - - - - - - - - - - -- - / ,/I " � -, - - - _ " , ,,, - __ ,---- \ \ \ _ ,,�,_ � // , / \ �., - 61 I W\ / .N� �:7� �� __l/ I - - I . , - rc \,j / - — TH OF _� 4 ej, I t- 1�� 11 '#XCOTT R. 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PROPOSE D \ I i \ \ -,� / CG -6 (TYP.) \ .. . \• I \ N \ 100' WPO BUFFER PARKING THIS SITE DISTANCE = 280' ,'.'t }t ,, „ / ; `I \ \ SIDE ONLY / .., j,_'.'. . \ \ �I R -1 R -6 GIS BOUNDARY LINE �!, I /1, / \ \ / M / F /C. . \ .. \ \ GRAPHIC SCALE / 2 . .�� \ 1. .... \ ►.,," \ �' \ 50 0 25 50 100 200 • ' • '/ - ' 4. \ \ :/ . 7 \ \ �9rffii�111 ����������!%�-� -m �� / ... ..: J -��- \ N \ ( IN FEET) / SITE DISTANCE = 280' �`� • / �'\\ \\ 1 inch = 50 ft. \ N \ �G \ \ I$- / , . �O \ ' N \ / O , ,. ; TH �� o ��t. SCOTT R. COLLINS'� O No, 35791 ,� IDNAL E� In F- 7mammC-m WW " i-1 `�' o - -i 00 N� 0) M M N d' d' i N w CY) O N N W -.j J U) L9 F- w O J Q w I U Y W H Ul H z w W w J0� 0 O N Ittt- -^I (a. z O HttttlI V) H H r") M W (f) ) LL z 1--q i W m .- .- V z ''i--- � V rl1 V 1 O U V H Z F- 0 O U z Q J 0- F- D O Q J 1w-, W O w d V) JOB NO. 112066 SCALE 1" =50' SHEET NO. 3 z w Z z O Q O Q�mU � m �U w 0 U) -i O U N Z O Q .-, F- i2e w 1-1 - 1--1 z O.. 0 Ce w > 7mammC-m WW " i-1 `�' o - -i 00 N� 0) M M N d' d' i N w CY) O N N W -.j J U) L9 F- w O J Q w I U Y W H Ul H z w W w J0� 0 O N Ittt- -^I (a. z O HttttlI V) H H r") M W (f) ) LL z 1--q i W m .- .- V z ''i--- � V rl1 V 1 O U V H Z F- 0 O U z Q J 0- F- D O Q J 1w-, W O w d V) JOB NO. 112066 SCALE 1" =50' SHEET NO. 3 -_ - ,_ .�, -_ - --, \ _ __ — --I 1�- " - ,_ I / ' ' ) `\ \ \ .1 1, � . _,_� 11%�., '_1. I � \ \ ". \ I � , �,,�:_ — . \ , 11 1'� I - , __ STO A : � � �,�, , I "" � , I 1"� I 1, - \1 ��, : . I ____ - 'I- Natural Resources Conservation Service .,. STO TER NARRATIVE ,Short Version \BMP Computations, F\or:Worksheets 2 - 6 11, �, 11%� - 1-,� I �', \ I \ � \\�� �,) I I I' \11 I \, -1 I . 1 \, __ - _' � : I 11 , � 11� I " . \ " . I I - :Albemarle County Water Protection Ordinance: Modified Simple Method - I , _,�,,� '\ 1, , " , . __K_ T �p 1 _� \\ \) - , , T I .." I I H - . - __ TR 55 Worksheet 2: Runoff Curve Number and Runoff a � � : �k - I I I I � . , " � �, \ \ -,,, __1 0 - : \ � -,,, 1'� - _ I" _.� S TORM TER RUNOFF SHA�IL BE TREAITED AND DETAINED ON-SITE THROUGH THE USE OF A I ______1 \ \ 11 \ ,\ " It; I I I I 1, � , I ---" �. \ 71, , " Project: � : Plan: Foothill Crossina H Water Resources Area: Development Area , I , \ I \ \ N I I I I "� � I 11\ - Foothill Crossing 11 Designed By: KKW, PE Date: 8/18/2014 RE TEN T1, N BA SIN TYPE fl. ITHE RE TEN TION BA SIN IS DESIGNED TO TREA T DETAIN RUNOFF FROM ,_ --,--,--",-"--,-,-,-�---"-,-,--- _,_____,_,_______,_ ____,__,_________.____ - ------ _-, , �� , I I�P_ - Y UPL� .� \ \ ) � - \ _ — 9 - A I �. � \ \ � \ I I I \�_ � \\ \\ - - f Location: Crozet, VA Checked By: KKW, PE Date: 8/18/2014 ; � - � � �� -_ \ THE PR OSED DEVELOPME(VT AND OV�,RLAND DRAINAGE IMMEDIA TEL ND OF THE PROJEC T : \ \ � - \ C I T : .1111111 I \ rg _� __ - ___ - _1 CheckOne: Present X Developed X , , - �__ 1. Runoff curve Number (CN) - (1�' � \ i / � \ , Drainage Soil name and Cover description � V __ ,-,- __ - __ CN (weighted) = n/a Rainfall, P (24 hour)- inches 3.7 (Cover type, treatment, and hydrologic condition; n/a Area Product of 1.54 Calculated Area 0 hydrol gic group 3,26 CN ... — Runoff, Q- inches - 1.05 total product/ 'S'Value .::'-.,-" :�:...:.,-,.` , �� percent impervious; unconnected/ connected - � B.�6 ) , - . _ - - (Acres) CN x Area . - - - _= _z;:;- =�� = _=� - . Z y Description (Appendix A) '. - 0- � - - - - . totalarea . I- impervious area ratio) Impervious Areas , 98 0.00 0.0 D.A#1&2 B Woods in Good Condition 55 14.31 797.1 58.4 7.12 (Present) Lawns in Good Condition (75%+ Groundcover) 61 1 18.89 1152.3 Impervious Areas 98 14.18 1390.0 D.A. #1 B Woods in Good Condition 55 1.85 102.0 78.3 2.77 (Developed) Lawns in Good Condition (75%+ Groundcover) 61 13.66 833.3 - Impervious Areas 98 0,78 76.4 D.A. 42 B Woods in Good Condition 55 0.42 22.8 68.5 4.59 D I d - -, ,�� ___711 I;: I . I I "...... , ,Pr p - " , I : �, - � I �� THE SWA� FACILITY SHALL I�AVE A PHOSPHOROUS RE�l OVAL EFFICIENCY OFJ 50% THE FUTURE I Te.. �!�!: KKW, PE Date: 18-Ay 14 � J I -_ I I � \ \ ; ................... ,.,.r "..'...".11 11 1111r, Ir 11-111-11. 11 .......... ., ............. "I", I'll.1'..,.,.......,....,.........�.�.h .... I ................... 1.111.11.111.111-11.1-11.1- 11''...., I - -, "....-I-9... -.1.........- ....... - ........... I . - - I : I \1 SCOTT R. COLLINS�?, �,� : I t I 2 I / __ 1; \ \ DEVELOPMENT AREAS HAV,F BEEN ESTIMATED AT 50K IMPERVIOUS FOR OVA L RA TE REQUIREMENT � I � \ \� 1, (D , �-� � : ".. I __ I , 11111� __1 \ \ \ .. _ PURPOSL7S. .. ___ __ I I - \ \ \ , \ � . \ U No. 35791 �� I _-, I . � \ � J 1 Project Drainage Area Designation Prolect Area - i._1_..1111_ ...................... ................... . . � .......... . ...... ... � ........... - ....... .......... .. . .................... -;: - 11 I � I - - \ � \ P ,�� ' � 1 71�,�\ \ , 1-16 0 � - I � 1p, 1`0 � --A 7 I I — ____ " ., 11 � ,�, 'Q� : / I , / // I — ,� THE 2 AND 10-YEAR POST DEVELOPMENT OUTFLOWS REQUIRED FOR THIS qEVELOPMENT WILL BE I L storm pollutant export in pounds, L = (P(Pj)Rv/12j ( C(A)2.721 I \ I ! I . . � \ �4'1 � Rv mean runoff coefficient, Rv:4 0.05 + 0.009(l) I �11 I , 1_� � \ \ \ '5��.(OX L !�� / LESS THAN OR EQUAL TO THE PRE-DEVEL.qPMENT t�-L1UW,5-. EVIDENCE OF T S COMPLIA CE WILL BE � I I I � \ 'S701VAL V�'6�',J ; 131 - : small storm corrtaction factor, 0.9 \ I I : I PROVIDED� WITH THE FIA S1,TF'PLAN AND POND ROUTING. ; � / � \ \ : � I I I , 11 11 � � I I percent. irrperviousness . � \ \ I \ # - I I � : P I � � � \ )l ; I annual precipitation, 43" in Albemarle 1_1__J1PT811 -1i 1PoS_t_1'__ ,, K \ � I i . \ RETr-N,nON 13ASIN 11 FACILrry DATA: ; I . 11 I - � I—- � . N � \ I \ : A projectare, in. acres in subject drainage area, 1 A= \ I I � . Summary of Watersheds � - \ l, I � .kl .. I GUS 616�852 sf I a 3,_�; . ........... . � .... � 8__. 1 , " - - - - - Total Propos . ontribLifing Imixervi Area= � C � I I I /' � , \ � I \ _ ed�C : pollutant concentration, rrKjll or ppm Wget phosphorus � \ � \ 2-Year 10-Year : I - k � \ � " I I . I � I ! fact(w applied.tD.RR r ( I . I \ I I � Preclevelopment (__ -Develooment (cfs) I Predevelooment (cfs) I Post- Develooment (cf- Water Quality Volume= 25,702 of if . I . __. = I � "" I \ \ I I cfs) I Post S) ! � � I . I I - , � I \ \ \ I % eve ope I : I-- - I - - - 7 - - - - - - - -11 - I.. k I I \ \ Lawns in Good Condition (75%+ Groundcover) 61 2.30 140.6 - Totals: 12.16 1 4.. 6 1 43.25 1 9.69 1 I I '1� , 11 I " , ' I \ \, \ , \ I . I , \ \ \ — Area of, I I . I \ \ \ . �. __ __ __ - -1- 1. - - __ - __ � . Bas � in Volume 1-qq-(Ycu,�pkirL!Ott-4-�Lqttq!�e-("t).--�,..-..-,,,--,,,-,,� ....... . --,---,- _ ..... _..___._,___ . . . . ...... � ..... � ... �.�,,.-.,�.�,�.---�-..---��---.--.-.,--,� ... ___ --- _ ....... __ ............ \ . ____ \ \ 1, I � \ I I \ .1 \ \ - -- I , I llm�,q(y§_Y�k qoyq��qqvqg! � 'L010/r_____ ----- \ � ".�. I i - _�, ........ 2. Runoff - Summary of Drainage Areas __ i _' Elevatonlffi I Volume tcf1 1* - I � r, I \ � " \ ____________ ___1__. ---------- — I - . I I �_ __ __ Contour$ (cy) � I------- __ --- ,r__,___ I t_t � \� I \ X \ ___1..._____ ---- .______1 - - - - -------- _ M I \ I , \ \ - -SIRXqIqPmoq_____ .......... . . - ...... � ...... � ... __ . . .... - ... ___, ..... ........... . . .. . - . ...... . .............. _______,,_ ............ ............................. _____ ... __ ..... . _______, 1. --koey 9P !_'_ .... I ............ ..... 1.11 ..... . - � ..- _1111.11111.11-11111 ................................................ - ... , 11 I I - . W __X I , Predevelopment Post-Development - _ __- — ____ (50 pj�q 11��__ __. --,-,---,---" --------- Area I .,,� V - I \ \ � k , 0 0 ,,,',,',',',"',',L,111,1,',L,1,1,11,1,1,1,L,..1,1.1...'...1.1.1.1.11�'�'�I.LLll.-. ,11. 1..�L,l .'.�.1.1.11.1. -'r " I ui� :.. - , I � \ i�� .... 7 \ I I I i, ; I k I , \ \ __ - - - : I � 28,031, 1 1 �_____ :. � \ D.A. #1 1 29.70 - --- - 624 i Brm Roadway (includes, C&G) I.I.I.I.I�'�l-..'.'.'�1.11�'�L�,L�'�Ill,i ...... . .. .,,,,,,,,,, subtotal Roadway (includes C&G & Sideyyal ) � , "rL'��'�.'��'ll.�l.�1,1,1,1.1,1 ......... � ........ � ... - ... 1.1 ... I.I.I.I.I�l.'L.I�L�'�L.I�L�'�L�l. \ \ I _ __ . ........ . -_ � - .D.A. 01&2 F33, 2 0 , , :_ .11 M. I 1 7 I'll, I __ ____ --- : . :1 , , D.A. #2 1 3.50 626 18235 33,810 1262 [--..-,.rl-------- ___1 : -1-1-1--L- I'll - ....... .. .. � , Z:) ,."��, I —_ i J---r---- - -6 0 : 1 259,155 259,165 / � 4 \ I � I, --- Totals: 33.20 33.20 7��— --�-_:�::::= --- =� 620 , 21011 73,023 2705 ___ I __ _______1__ — I -_ I I � \� ; I � . R — . Residences LeN, Width m_ , q0total.-I Residexes ; ....... . ................... _1 U? - - �� t L I ) � 'I *Ii / ,_ th / / / I I I i, _........, ...................... . . . ....... . 11.1 . . . .......... . .... .......... . ......... .. � ............... ........ ........ ............ - ....... ,I .... .. � ....... - I .1, 1 .... I .. ... ........ � ......................................... 11 ... 1� * * ** * �� ...... I.., . .................. 1-1-1 .... � F 656 M87 117,890 4566 , I 1 rA . __ � I i Dnvevvay i . Drivemy I Z � � I ; I . I I � - _:,'��I� __ - ___ - __ _,,- / __ - ,- - - __ __ __ __ __ - - __ __ _ I-— - __ � I ! !__________, I I :�__________ 7 '1\ / / - / ) ) / I / \ Ln __ 'I .............. . ....... . . .................. ..... *-",----- I- = __ - - - ----- :' "' .1L - =. - � - - - ��-- -��-.-_� -_ - , - '� - - -�� - - _�, ---. - - _ _ =-M-- ___ ____ . ___ ___ - �: ---- - - __ __� __ - - 632 26863 168,6.11 6245 Side%alks I_____1 ,1 : I / - _ ___ ----- - - __ - - . � I � . - __ __ - - - .- - / "Ill' ____='�__ ,__,_ Sidewalks 1 __111______1__11 - , -- -, , ___ - � __ ____ ---- - __ _, ,__ ,� _-�_-_ �� - -:,= __ -,- ___ = = =_ _:�: - - !---,I-,----- ;_----___--------- ___ I I F / :E / / / � \ - -..-- - - � -�_ �. 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I .-..-'-..'. ....-.': 17-wT.. - _... 7 . , I '. *. 2 `4 �/_ / / Segment I D: d) � (D d) I �� - / , / / " - - Ir'...........,.... . , �__ ,- -�, 1� * , " B.A �5 - / zl. , -, ... _�. �____ .. .4 .. .... .... .... ..... * -.*[�.'.-.*.-....-.,-,:-:,'.-�.:� q.:.:.., ':'". =7 , _ `::.--,.::T-: __ I/ /I /I ...... ....... .,.,.,--. .. - ._-.-1-.:..�'-..'.'.. . - .--.*.'.-.'.'�--'-'.-.'-'.-.'.', ., - ___ . f / Sheet Flow: (Applicable to T, only) '\ " .-...,.-.-.-r�- .:.� .�....'..:....:...�., . :� '.."".; __ __ ... ....- " . _..''.'... - - , -I , I . .. .. .. . .. . . . .. . . .:, .�. . : . , , . . .'. . - , ` '�':�.�.', .,. 1-1 / I -, --,,--, `� 11 ..,.". . ...� .6-1458 .: .:.�. X . .... .. . A , . . .:.��._ .." " , I ..*.::.�,,.._..�,',�'-.',-�.:�-:--.- .1 / I � . I ., "\ -- ---- /, "***"%"""` ;"...."�.-.'�,:...*...:.".,.."I � - ': :..".. :".:1. .. ..:...�... ...,-.:..:....."...:...*�...:..', . .......I,.-.'..".... " -.:., .,-'.'.-'..:....,:�.�".,.,:..].*,.,..:.,. / I ��, . . .-:.,::.-:.*�-�,� , , .. .. ... . __ 7.. ."..: .,.':.'. - " / I Surface description (Table 3-1) Dense Grass Dense Grass DenseGrass I 11 " ,�� -�� ,,�,,�- ��,, � I-. . . . :;.........�...."�'. ,:.::�..,:.":.:::..::�:.:::;..*.,:.:,�'. *�_>_ __ 1� /�� < "\ -,\ / / / /// , , , I I .. . .161 . ...,..::..".:.:.�..:-.:.�.',.-.""..,..,., f. , _ - .--- _ __ I r � .., ... *%*`*�, ..,.�.�:.:�.,..,.:."*.....,:�-'�."...'�.".:",:�:-I -.1 . - �. J.".'.".'.......... . . . , , 2 Manning's roughness coeff., n (Table 3-1 0.24 0.24 0.24 1 , � , . - , , . ..... .... . :. - ` ... IT \ - I/ J, / / � - , ) , 11 ,- --, - - 't 'T - -:-.`:-��/-.,�.' .: .., ..,-: -`-,-� .. __ - - I_ __ � / / 4 , U-1 -i 4 . - - - _. - -, . .. '1.:..�_:...:...... / / "I .. - - .:.�..,..... .. - , , , - - T-1 , .. ... �... 1. -------- - - I I I ��sl - _.. . � . .: .. �. . . ::,: . * . ... - _ ..."�:::'. ... -:�:..:� .... . ... � � . I ... �A / 3 Flow length, L (total L < 100) (ft) 100 100 100 I , __ __ - _� / __1'.,.,. *. I ..........,.....,.,..�.,�.......-,.�,.�. - . - - .. - -� .-::: ::, ..* ____ - / J --\ \ .. 11 11 i . . -� . ..�. *.'. - - - � " -�, . ... 1. 4._.�.�.,_..:..:. ':-,. .�. ...::......:--"::.:�.:.:�.:..:.:.,-�*- ::,:��- . . ... - - . , I 'I- 11;-.1l / / 11� . , , . / �', I. , .:----.-�--::] �:.',*_' - ,:..-. % , N / , , ,/ / �� 00 . . �:.,.. �. _:..,4�. _ , .. .. ::�: I I - - ... . , ..,..:.:. . . .-..-..:! . . - I"'," ',,�\ Z / / / // I. I �,J 1-1 .... .. .. ,:. . : / , � . - - . . ��. .:. .. . 1, '�, , / __ : "I L I I .. ... ...........'.-��.`...'..-. . _:..... . ..... . .. �:..,.,�:,-. .�. . . . �::, . '�*."�::,-:�� - .. .. 1. .. ::" . ... .: ... _� Nl-\\\, � ,/, . . - . --I \ ... ....':... � . ... ..,:.1.-'1_."-1._'1..' .. .. .: , . .. � I.. ... ". . ..., . . , .... C " . L ... .... _.- , * . ... . . 1. .. ..- . ......? _F 4 Two-year 24-hour rainfall, P2 (in.) 3.7 3.7 3.7 /, !�E ; ., , .,: , .. .. , 1. " :. hi - - __ __ / Z � - . 1. _' I . . �� .....�...,�.. ... � , , -�::. .' -.�-*. .. , :-�--:--.,..,--.,--,-:,... . , "I _. I-, / / 5 Land slope, s (ft/ft) 0.01 0.02 0.05 . \_ � N I -, � r I �� 00 : I .1.1 . . . I .... .I -,.-. -.-. .--. .... - --:-../.--:.*� - . ...:�..:...':.t .... I , -1 '� , / I.- . . . . I.-, 1._.... .�. - - , ". [0.007(n*L)08] / P205 SOA 11 111� - I - / � :,.1_' �,.-:.*,-"..,.".*.�.,.,..,..:-,.:..� ,�� . � / 41" ". .1 .: ...: .., ......"..'.: , I I ; - /I 6352 , -�� .-:.. .-:-:��":�-::,:- -:�.:: , ... . - ____ � 6 Compute Tt = 0.2) 0.22 / / * . '.� �.::,* , , . A 7., '."'. - I I -1-1 , . :�.:�-.,:.*��:.:::�.�:..,�,:...,.::-"...�.�:.:..:.,*.i.:�,-, il'4'T"'�'Y*I*A'1'3"D""""--* 2A-3-,-�---.--,R - --N I .-,-,..:::-.'� / -1- IN '--- _,- / / / I �/ ... . .. . � .V. ........ - , IN - -,-- N ... � ,� \, I- _.___ � � 1-1 I _ - - -, �.. / I // / -------- L—IIIIII" I I .:,�. - .-..::-�- �": � " __ _��- "I / I _'_ 'o.... , , � . . .:..._........-'..:- .:�: - - �.:.:'�:-,.::�:�� � __ I 11�� * - , '�� �""..:,*..*..,..*.:...,........'......'.... . -', :: / / / / � / - -1 ... I . ... ..... , /--, . ., .� .. - .., .:,-" -*.... , - Shallow Concentrated Flow: -1, "I" ,- .. / .:. , - ., .. ��: - � .:..:...'.:� .*.:.:�,.:.;:.-,.-_.:: :: � I-'.:,.*.-'..*,.'.-'..* - ': , --, / ", . . . ... .,..,�'. :....... . , __ . . , , / \, . . I.. ...... , * _,..., ;...,,:......_ .,:-.,..:.-.:.-'.: - 7 Surface description (paved or unpaved) Unpaved Unpaved Unpaved . _ 1, 1� I X /- . /// / /- #/ / ., I .,:. ... " - - �`P..`-,. . .. " - . .. " ... :. I ,,, / / _� '�_ I , ,/ .." . r I .. I -..':::-.�,.":- �-:. � :,_.--�-,_-::: . / , N - \ __ - __� ___ f7l \ .. ..... � , ".......... ..... . _. � . ,:,: '-`1'-11-`.* *'*"* / _ - ) �� ,� __ # . \ vik I C�-- ...��, I . _:_ . .:,i:..::,::-1,::-:::-:'.�.-.*. :. -� .:� ,--,:.-: , . .. � .. / . . , — , /I . . I �--` - � ( - A- - I 1, _ I , ... . .. .- .._� - _... .... - ... , -'.'-""-"'*�""-*"'�*"'-*"�-'4':".: . .. .. � � , � _.: :......... 8 Flow Length, L (ft) 966 400 600 ," ... �: , , .: ��.'-. - = \ - _\ ... - �-.,1-,--�.-:--*.-:*:-,..:. :�-,-:k-....,-. ".,.'� *.* ", . � ---PRbPOSEDRCP III I - - I— _ -, I/ / / I 711_� - ,�.,-,, �-�- --.�._,::.. -::.-,::.., / - - /N / // / N -\ / / , / I I .. F I'll. - -I/,'.. ,71,� *.. .�'!...."_:- - , :.:. .. .....*..,�....."...*..",.,...'� \ _- - - _ __ I r I " ... I ... � r \ - ... ".. .. - "... .. ., -1 ........ - YP) - - - 9 Watercourse slope, s (ft/ft) 0.040 0.025 0.032 - 11 I- " N, / , � / / �0 1, OT, 1 ',.� - . _.; ' . :., . - --- - - I,_ \* I I _,� ,I, ,�, , .*!: � I �--- �:��,--.,.i..:,:.�.�_. 11 [) . ._], ', . ."',_... _1 _RM SEWER (T I -1 I ,_ - - I LO - :1 .1�.'-",-�..:.::...:,:..*.:�".�..� . , " // , _*), .. .. . \1�1 - - 1\ �'..'..'.' - - __ 81 , ..�:.",. _' . �'.. __ 0 Average velocity, V (Figure 3-1) (ft/s) 3.2 2.6 2.9 .1 `1 / A . ........ ....... . -, 'X, -� �.::.-: .:.. . , � - �, i , ...., , L -�:-�'-.*-::-.':-�-�:�-'-�,-.'-', -i�-::',� --:- - , >__ I 0, 2 �" �:��:]��:. ��: � 5. �'--: ,-� .��` .,�` , '. , . .- . .I:.,...,..:.,.. I Z __ I - I" - I I ' S : ...- :J.:".. \ . .... � ::...".:.-*..:.".,.,.��*,.::..,:7"...,.,..- �.6'.'...'-'. .�.-.-, �.... �'. : ��: . - - __ _ '--- - ,\/, � / /// /, L9 .::.:.;, ,� I B6,65 �. . .... '� _..*.._.1.J�-"11_'.. ........;., . .- - 1. " .. ",' �-".��-,:�'., �:��:::::��*' N -- " ,_ __ __ - �_ I 11 Tt = L / 3600*V E�: 0.08 1 0.04 1 0.06 --- 'S, "", ___._ - � - ` 'k / / � / I / , F I -1 .M 4,PIJ � I " *'.'.:" :. .. I .. ...- I - , � - - -, - __J ..-.. --- -,-._ � - / �, . I � ..... � -2 -"-7-.::--AC--.'.'--�-�-":�,-, --'_..1'*-71._.1�' T 86 - ,/' __� , A.; 411 SF � ... '' . . 29::: 1 __ I 1�1;�� .� � ... .: - .. ...".*'f".*.*_'...*,.,.'�'...4.'..... , ,:. . .:... -.-::::..�._.--�1:. - - �, _ __ - __ - __ __ - -,I- ... , I - I _. . .... . . ..\,-,�.,-':,,.'. , , � .,�� / 1 - � � . - � '\ I/ * (3) , I .... 1. � - * " I . . . ." - - " ::: VJJS OF D N �, � - -- ,)/// / / a / � I II.-,:i..::::..:.,�.:",.,."..,�-,..:,.,,:..'.- -,:,:�-�*."..:-.: ,URBA _CE Channel Flow: &% -.--. --Z�, - _..,, ---. _ - /. . . . X.: - � T- . " --- I .o..., , :. .. .� -�.-:.::�� 1. W � , 1��I, I/ I /. I / ---.-. - , 3: 11 '1\1 .... ... __ *�11 . . -L " I , � I.----- *�, �,_� X 'J 4 :;...., ..... , I - "-."::-:.,.:.'.::_. I �_- � __ T_ .:..., .."..". ... .. . . 1 14, ... i ... �'--.--�..�::....,..:....�..,.....:.-*.: ... , :., _..''��'.-::, I __ , ."'.. \ .N ..'.I.: .-,!:. - __ - - - -11 (ft2) I' : . �4 ..'.':.'."..".' '.-.'..,-.".::.'._�.�._:.- :..,... .. . ...: - __ , 12 Cross sectional flow area, a ,�, 7-�,x --- — �e . �, - ,�,-'__. I....... __ .. , -"O,� , -� , .:..*.: PROPOSED 220'TEMPORARY-- 11,�� �� - .. ..... '.. , , .6 . -� .: , .. .. .. - � . - - - �--:-:-'. ''. -T� -,*'�q ."a .+ . . __ - � \ P/ / I I I I 11 ::-*,.-,'.:` 1�� ...,.:...,...,-:..�.-."-.,.-:.-�-:..:..:.�- ,.'� . I ... . ... ,_ ___ _____ _', _7 __ � /� Z 1, 1�� ���� - - ,.:.. .-.---\_ . '.,-.*.,:."-...:.,.:,.�-.*.'-:.-.,.:-.-:.-'..:�..".:.��-.*.-�.��..'�.:.:].�.,', __ EASEMENI 1�� \ / Cl? - - -� -::.�,.�. �*.�.,..,.,��z,.".,.",,."-,.".,.",.* . � �, I . .:.:---..-..-., , , , �� n , -�-.::�-:--:�,:..." ." ., . . - . .-. .-.I',. - .,_� .... .. , . - -1 13 Wetted perimeter, P. (ft) , : " , . . I �i I � . ........, . . . ., , ��.`� ..',:-:i-�. � ' "' - CONSTRUCTION�._. / , . ..�."...,.....-.'...-.'.,.:.�:...� . �,-.._,.,-.,:..-�...., .:.-�.'..:.:.. - _ - - - I . " -, -'*�*::,�.-.'.-.',:.. ...�... .,.-,.:��."�".::.,..".::.:...,.,:,.,..:.,�,-".:-*�.:.-'. . .. . __ - 14 Hydraulic radius, r = a/Pw (ft) .1 �� � _ � --- 1-1- __ - .... co LCIT3 I . �:? .. , :. .. ,::.:. � � .1- 1_� Z . - - - "'. __ - , 11 .. 1. � �,.*::__..... . . - ....... ; 1-��--- / Effiffifflm - \, * , - N/A 0 __ 8F ... .. - - -:.� .. , . -, - Ei , 11 �1_ �, , . ..- . .,.:..: ,.".*�,"-,.-*..'-,.-'-,:.",.,.".-,.-.,.......:..:.*..*.. :;. -� -�::� ,-�-:,-�:�-.'. -, . :, ,'.��.... . .. . - / . ... 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I .-..-'-..'. ....-.': 17-wT.. - _... 7 . , I '. *. 2 `4 �/_ / / Segment I D: d) � (D d) I �� - / , / / " - - Ir'...........,.... . , �__ ,- -�, 1� * , " B.A �5 - / zl. , -, ... _�. �____ .. .4 .. .... .... .... ..... * -.*[�.'.-.*.-....-.,-,:-:,'.-�.:� q.:.:.., ':'". =7 , _ `::.--,.::T-: __ I/ /I /I ...... ....... .,.,.,--. .. - ._-.-1-.:..�'-..'.'.. . - .--.*.'.-.'.'�--'-'.-.'-'.-.'.', ., - ___ . f / Sheet Flow: (Applicable to T, only) '\ " .-...,.-.-.-r�- .:.� .�....'..:....:...�., . :� '.."".; __ __ ... ....- " . _..''.'... - - , -I , I . .. .. .. . .. . . . .. . . .:, .�. . : . , , . . .'. . - , ` '�':�.�.', .,. 1-1 / I -, --,,--, `� 11 ..,.". . ...� .6-1458 .: .:.�. X . .... .. . A , . . .:.��._ .." " , I ..*.::.�,,.._..�,',�'-.',-�.:�-:--.- .1 / I � . I ., "\ -- ---- /, "***"%"""` ;"...."�.-.'�,:...*...:.".,.."I � - ': :..".. :".:1. .. ..:...�... ...,-.:..:....."...:...*�...:..', . .......I,.-.'..".... " -.:., .,-'.'.-'..:....,:�.�".,.,:..].*,.,..:.,. / I ��, . . .-:.,::.-:.*�-�,� , , .. .. ... . __ 7.. ."..: .,.':.'. - " / I Surface description (Table 3-1) Dense Grass Dense Grass DenseGrass I 11 " ,�� -�� ,,�,,�- ��,, � I-. . . . :;.........�...."�'. ,:.::�..,:.":.:::..::�:.:::;..*.,:.:,�'. *�_>_ __ 1� /�� < "\ -,\ / / / /// , , , I I .. . .161 . ...,..::..".:.:.�..:-.:.�.',.-.""..,..,., f. , _ - .--- _ __ I r � .., ... *%*`*�, ..,.�.�:.:�.,..,.:."*.....,:�-'�."...'�.".:",:�:-I -.1 . - �. J.".'.".'.......... . . . , , 2 Manning's roughness coeff., n (Table 3-1 0.24 0.24 0.24 1 , � , . - , , . ..... .... . :. - ` ... IT \ - I/ J, / / � - , ) , 11 ,- --, - - 't 'T - -:-.`:-��/-.,�.' .: .., ..,-: -`-,-� .. __ - - I_ __ � / / 4 , U-1 -i 4 . - - - _. - -, . .. '1.:..�_:...:...... / / "I .. - - .:.�..,..... .. - , , , - - T-1 , .. ... �... 1. -------- - - I I I ��sl - _.. . � . .: .. �. . . ::,: . * . ... - _ ..."�:::'. ... -:�:..:� .... . ... � � . I ... �A / 3 Flow length, L (total L < 100) (ft) 100 100 100 I , __ __ - _� / __1'.,.,. *. I ..........,.....,.,..�.,�.......-,.�,.�. - . - - .. - -� .-::: ::, ..* ____ - / J --\ \ .. 11 11 i . . -� . ..�. *.'. - - - � " -�, . ... 1. 4._.�.�.,_..:..:. ':-,. .�. ...::......:--"::.:�.:.:�.:..:.:.,-�*- ::,:��- . . ... - - . , I 'I- 11;-.1l / / 11� . , , . / �', I. , .:----.-�--::] �:.',*_' - ,:..-. % , N / , , ,/ / �� 00 . . �:.,.. �. _:..,4�. _ , .. .. ::�: I I - - ... . , ..,..:.:. . . .-..-..:! . . - I"'," ',,�\ Z / / / // I. I �,J 1-1 .... .. .. ,:. . : / , � . - - . . ��. .:. .. . 1, '�, , / __ : "I L I I .. ... ...........'.-��.`...'..-. . _:..... . ..... . .. �:..,.,�:,-. .�. . . . �::, . '�*."�::,-:�� - .. .. 1. .. ::" . ... .: ... _� Nl-\\\, � ,/, . . - . --I \ ... ....':... � . ... ..,:.1.-'1_."-1._'1..' .. .. .: , . .. � I.. ... ". . ..., . . , .... C " . L ... .... _.- , * . ... . . 1. .. ..- . ......? _F 4 Two-year 24-hour rainfall, P2 (in.) 3.7 3.7 3.7 /, !�E ; ., , .,: , .. .. , 1. " :. hi - - __ __ / Z � - . 1. _' I . . �� .....�...,�.. ... � , , -�::. .' -.�-*. .. , :-�--:--.,..,--.,--,-:,... . , "I _. I-, / / 5 Land slope, s (ft/ft) 0.01 0.02 0.05 . \_ � N I -, � r I �� 00 : I .1.1 . . . I .... .I -,.-. -.-. .--. .... - --:-../.--:.*� - . ...:�..:...':.t .... I , -1 '� , / I.- . . . . I.-, 1._.... .�. - - , ". [0.007(n*L)08] / P205 SOA 11 111� - I - / � :,.1_' �,.-:.*,-"..,.".*.�.,.,..,..:-,.:..� ,�� . � / 41" ". .1 .: ...: .., ......"..'.: , I I ; - /I 6352 , -�� .-:.. .-:-:��":�-::,:- -:�.:: , ... . - ____ � 6 Compute Tt = 0.2) 0.22 / / * . '.� �.::,* , , . A 7., '."'. - I I -1-1 , . :�.:�-.,:.*��:.:::�.�:..,�,:...,.::-"...�.�:.:..:.,*.i.:�,-, il'4'T"'�'Y*I*A'1'3"D""""--* 2A-3-,-�---.--,R - --N I .-,-,..:::-.'� / -1- IN '--- _,- / / / I �/ ... . .. . � .V. ........ - , IN - -,-- N ... � ,� \, I- _.___ � � 1-1 I _ - - -, �.. / I // / -------- L—IIIIII" I I .:,�. - .-..::-�- �": � " __ _��- "I / I _'_ 'o.... , , � . . .:..._........-'..:- .:�: - - �.:.:'�:-,.::�:�� � __ I 11�� * - , '�� �""..:,*..*..,..*.:...,........'......'.... . -', :: / / / / � / - -1 ... I . ... ..... , /--, . ., .� .. - .., .:,-" -*.... , - Shallow Concentrated Flow: -1, "I" ,- .. / .:. , - ., .. ��: - � .:..:...'.:� .*.:.:�,.:.;:.-,.-_.:: :: � I-'.:,.*.-'..*,.'.-'..* - ': , --, / ", . . . ... .,..,�'. :....... . , __ . . , , / \, . . I.. ...... , * _,..., ;...,,:......_ .,:-.,..:.-.:.-'.: - 7 Surface description (paved or unpaved) Unpaved Unpaved Unpaved . _ 1, 1� I X /- . /// / /- #/ / ., I .,:. ... " - - �`P..`-,. . .. " - . .. " ... :. I ,,, / / _� '�_ I , ,/ .." . r I .. I -..':::-.�,.":- �-:. � :,_.--�-,_-::: . / , N - \ __ - __� ___ f7l \ .. ..... � , ".......... ..... . _. � . ,:,: '-`1'-11-`.* *'*"* / _ - ) �� ,� __ # . \ vik I C�-- ...��, I . _:_ . .:,i:..::,::-1,::-:::-:'.�.-.*. :. -� .:� ,--,:.-: , . .. � .. / . . , — , /I . . I �--` - � ( - A- - I 1, _ I , ... . .. .- .._� - _... .... - ... , -'.'-""-"'*�""-*"'�*"'-*"�-'4':".: . .. .. � � , � _.: :......... 8 Flow Length, L (ft) 966 400 600 ," ... �: , , .: ��.'-. - = \ - _\ ... - �-.,1-,--�.-:--*.-:*:-,..:. :�-,-:k-....,-. ".,.'� *.* ", . � ---PRbPOSEDRCP III I - - I— _ -, I/ / / I 711_� - ,�.,-,, �-�- --.�._,::.. -::.-,::.., / - - /N / // / N -\ / / , / I I .. F I'll. - -I/,'.. ,71,� *.. .�'!...."_:- - , :.:. .. .....*..,�....."...*..",.,...'� \ _- - - _ __ I r I " ... I ... � r \ - ... ".. .. - "... .. ., -1 ........ - YP) - - - 9 Watercourse slope, s (ft/ft) 0.040 0.025 0.032 - 11 I- " N, / , � / / �0 1, OT, 1 ',.� - . _.; ' . :., . - --- - - I,_ \* I I _,� ,I, ,�, , .*!: � I �--- �:��,--.,.i..:,:.�.�_. 11 [) . ._], ', . ."',_... _1 _RM SEWER (T I -1 I ,_ - - I LO - :1 .1�.'-",-�..:.::...:,:..*.:�".�..� . , " // , _*), .. .. . \1�1 - - 1\ �'..'..'.' - - __ 81 , ..�:.",. _' . �'.. __ 0 Average velocity, V (Figure 3-1) (ft/s) 3.2 2.6 2.9 .1 `1 / A . ........ ....... . -, 'X, -� �.::.-: .:.. . , � - �, i , ...., , L -�:-�'-.*-::-.':-�-�:�-'-�,-.'-', -i�-::',� --:- - , >__ I 0, 2 �" �:��:]��:. ��: � 5. �'--: ,-� .��` .,�` , '. , . .- . .I:.,...,..:.,.. I Z __ I - I" - I I ' S : ...- :J.:".. \ . .... � ::...".:.-*..:.".,.,.��*,.::..,:7"...,.,..- �.6'.'...'-'. .�.-.-, �.... �'. : ��: . - - __ _ '--- - ,\/, � / /// /, L9 .::.:.;, ,� I B6,65 �. . .... '� _..*.._.1.J�-"11_'.. ........;., . .- - 1. " .. ",' �-".��-,:�'., �:��:::::��*' N -- " ,_ __ __ - �_ I 11 Tt = L / 3600*V E�: 0.08 1 0.04 1 0.06 --- 'S, "", ___._ - � - ` 'k / / � / I / , F I -1 .M 4,PIJ � I " *'.'.:" :. .. I .. ...- I - , � - - -, - __J ..-.. --- -,-._ � - / �, . I � ..... � -2 -"-7-.::--AC--.'.'--�-�-":�,-, --'_..1'*-71._.1�' T 86 - ,/' __� , A.; 411 SF � ... '' . . 29::: 1 __ I 1�1;�� .� � ... .: - .. ...".*'f".*.*_'...*,.,.'�'...4.'..... , ,:. . .:... -.-::::..�._.--�1:. - - �, _ __ - __ - __ __ - -,I- ... , I - I _. . .... . . ..\,-,�.,-':,,.'. , , � .,�� / 1 - � � . - � '\ I/ * (3) , I .... 1. � - * " I . . . ." - - " ::: VJJS OF D N �, � - -- ,)/// / / a / � I II.-,:i..::::..:.,�.:",.,."..,�-,..:,.,,:..'.- -,:,:�-�*."..:-.: ,URBA _CE Channel Flow: &% -.--. --Z�, - _..,, ---. _ - /. . . . X.: - � T- . " --- I .o..., , :. .. .� -�.-:.::�� 1. W � , 1��I, I/ I /. I / ---.-. - , 3: 11 '1\1 .... ... __ *�11 . . -L " I , � I.----- *�, �,_� X 'J 4 :;...., ..... , I - "-."::-:.,.:.'.::_. I �_- � __ T_ .:..., .."..". ... .. . . 1 14, ... i ... �'--.--�..�::....,..:....�..,.....:.-*.: ... , :., _..''��'.-::, I __ , ."'.. \ .N ..'.I.: .-,!:. - __ - - - -11 (ft2) I' : . �4 ..'.':.'."..".' '.-.'..,-.".::.'._�.�._:.- :..,... .. . ...: - __ , 12 Cross sectional flow area, a ,�, 7-�,x --- — �e . �, - ,�,-'__. I....... __ .. , -"O,� , -� , .:..*.: PROPOSED 220'TEMPORARY-- 11,�� �� - .. ..... '.. , , .6 . -� .: , .. .. .. - � . - - - �--:-:-'. ''. -T� -,*'�q ."a .+ . . __ - � \ P/ / I I I I 11 ::-*,.-,'.:` 1�� ...,.:...,...,-:..�.-."-.,.-:.-�-:..:..:.�- ,.'� . I ... . ... ,_ ___ _____ _', _7 __ � /� Z 1, 1�� ���� - - ,.:.. .-.---\_ . '.,-.*.,:."-...:.,.:,.�-.*.'-:.-.,.:-.-:.-'..:�..".:.��-.*.-�.��..'�.:.:].�.,', __ EASEMENI 1�� \ / Cl? - - -� -::.�,.�. �*.�.,..,.,��z,.".,.",,."-,.".,.",.* . � �, I . .:.:---..-..-., , , , �� n , -�-.::�-:--:�,:..." ." ., . . - . .-. .-.I',. - .,_� .... .. , . - -1 13 Wetted perimeter, P. (ft) , : " , . . I �i I � . ........, . . . ., , ��.`� ..',:-:i-�. � ' "' - CONSTRUCTION�._. / , . ..�."...,.....-.'...-.'.,.:.�:...� . �,-.._,.,-.,:..-�...., .:.-�.'..:.:.. - _ - - - I . " -, -'*�*::,�.-.'.-.',:.. ...�... .,.-,.:��."�".::.,..".::.:...,.,:,.,..:.,�,-".:-*�.:.-'. . .. . __ - 14 Hydraulic radius, r = a/Pw (ft) .1 �� � _ � --- 1-1- __ - .... co LCIT3 I . �:? .. , :. .. ,::.:. � � .1- 1_� Z . - - - "'. __ - , 11 .. 1. � �,.*::__..... . . - ....... ; 1-��--- / Effiffifflm - \, * , - N/A 0 __ 8F ... .. - - -:.� .. , . -, - Ei , 11 �1_ �, , . ..- . .,.:..: ,.".*�,"-,.-*..'-,.-'-,:.",.,.".-,.-.,.......:..:.*..*.. :;. -� -�::� ,-�-:,-�:�-.'. -, . :, ,'.��.... . .. . - / . ... "_ __ I- I- W __ # - __ - - - '-,,. ,,, 1� - - . ..... � . . . . , # / / I :.-..::,:. f',� ��:*: /I .�-:_ � OT 12 " * :--:-:� .:, :.`�- - . _ - __ __ __ --' , ' "' I . �- I � - ' �....-'.,*.�-".::..,�.�,....��-:,�:-,].:.:.. . .\� . :, I -1 15 Channel Slope, s(ft/ft) - -�\ I IV/ 5 �l-:--�.,��.-'.*�:::.,.:..:.,..,..., . 7. . .N , '..,.'..�.... - - � I \ . . k"'..." / / , . ,... .. � . . '..:�.��',. - __ __ � B '::::-��'.',::,::'�:�'-':"�':-��'--'.*-�:::':-':'.:':-'': �, ... ... ... . . - . .... . . .-t ! ::,, I" � - - __ - 16 Manning's Roughness Coeff, n . - _ - __ __ - -11, __ , __ ..,:] .:.; B.A. 2, § , : _.. � . . \ �:%:..:::,::-. �.�..,. .-.:�,.* / * ,.:.]:., :�;l - _�; ._ I,- _ __ - \ \ " / " - CIIIII! ..... . , . . . __J .,: , , � 73 SF! � ,'.* : .. .:,....,.:..:...,.:.-:.-.'.�..:,.: ....'��.".. , "... - - .'..'.. � , ::.-:� -, - , - 19 ,��:..:-:�-:--,'-�,_ . . ._ _� �-,' ..-. -, 1�_, '. �`* .* -, -'.-.,:,-"..:.:�.:....�,-',-�,.,.-, -�'.4�-`.?:�, - = � ... J . I - * , I li� i ,.:].: �. ,"..,'�,,.,�� I/ - / :: - - _ F > r __ , - �\ -, /.-,'-,: ... / / - , - - - - I � -5 1 / n _ - ,j� - - ::;.., - 17 V= ( 1.49r"'s' P . � # 11",\ 1- k ,� ,�,,, ,,, �_ - :� � " F" "It � , - -1 - r _ _ " " -_ ,�� -:�--,q ,:,-.`�; I I .......1.... � - :1 .: , - - __ �_ " 1- - �: � , � ..,.:::, — ',ZX,- ,,,�zz . _'_1 01 1�.- m . I .. . .:.. . . . ,.:....... - . .. - I " . ..;Bi .- . . . � -1 . 18 Flow length, L If t) '1� .& � h .�. . , . .... ...:.. . . . . , , - - .:.. ... . . . - . - - — .-. I: '�-��7'.-'.-::.-�.-:*�*.*'.'..�.�".-'.�.'.:..:: 1-1 - ,_ - 0.00 0. 1-1, \ \ �� -I'. I __ �:. , "' - '.:�:--?-.:-.:-,:-*. I 0.00 I It IM .ro . d-- � -.1-:. - , ,.::. .. " - - �. , - - __ - -, - � ,\ --::-"11 , .-,.,::::::::,.::.-,-, .:,: . � / �_J - - ". �� \ I CT) _ � ',� .. ___ __� ., ,:,�,:::::::.,:::�:::..:::�:::..:..,.,*.,:�-� ,:�.-,..".:.-"::::�,..:..,-....:.- \ i . . . . . : ....:: ":..',�'�:.:,.,.:,:,.,...'.-',,-.:.".: - , " - �- - �' - - . . ... ''. "I, \J 14. `,.,:,-.,--:�'.-_.*". - - - , -1 ..� ".,:...,..".,....,...,......... ..-,: �.'/ __1 :: -�-.' ". -?�.�.. \ \ \ '_� " .. . , .. I - - - /. ..., ., --.:�.-::.-� .. i - '.-�:-:.-:-:* .. . ': ____11 .* .�� .�:.,.:�-. -,.:-.00 N ,�r ._...�...._., ..:-, ,� iki :-::,.-.,.:: .:: ' .. .. .. . ", "'.", ,*,.".,. .. . .�-. �_`.. � . 19 Tt= L / 3600*V 00 I . .. � - ......�..�.-......'.,.,..',.,..� ......'.": : . -"." �� ..� __1 __ __ __ 20 Watershed or subarea T, or T, I \ \\ \ \ "I .�� "I __ _� - - - "' `� . I" I" ,_ -, '�. I I . I ."p 1. -.1 � . . .� :. . � , .. .'.,]�:.-,..,:..,�.�..:..,.-.�.:.�..'.-.'.,...,..:.:..,.�'�* , a . ..: . . . . . . . . , , '\ _\_\ �,:-,::--::::- .�.. .. ..,:_ .. .. _. .. � . . .:., �*.:.,�.:....��-.-.. :.:�., �.'..�....'..'--.'�:', , F_ - - - � �� � � ,� � .. �,:......'].. ".. . - . , - . - . . . \, " . .. .. .. . " .. 'i � . �.... 1-1 - ___� \ - � . " `�� 1_� - __ __ 'I, �, "', I .., - .: ... � S', � : :.. .:...'.:,-,..- - \ 1, I I � �� I \\ " ].:,-,�`-.?� .... .. � i� . . . QN *.".", -, (Add Tt in steps 6, 11 and 19 1 0.38 1 0.26 1 0.21 1 -,, � . � ,Q, . � ,__ , .,.,...:.: ..... " I . 1�1�4 - __ ) 1"', __ - " `� �/ , ... - 0 . I DT 4 \ - . I 11 .... �, * ..\.. -_----..-1.-,_. __ " __ " \ � -, - _____ __ , 11,� , (N � . . � .: .1 - I "', * ..... ... ... 1-1 I I- - __-, , � SF ., `:`:.:.],.: I I .. - - NNUMN - - - � '38-381. �_ - ,,, __ I-- "I �, , ", " - i� " ,�- -�--:::.�.-�. .": .:...... ...'. I __ - - I \ I I---- , : - 96 SF I �� \ \ I .........,:.:.,.. __� \ , . I ..........:? , 7 1 , I . - .... ..... -:.*..':-.'.7-� <. I Mr-, I' 1, ="I \ S66 ,� "� 0 ,� - . ... ... .. . �k�m "I ... 11 � i ,�1M,1101,,�".", _�,� � 'kTaffl= . " , �1, 1�1 [E� .1 ,633 SF V1111. ....... :.' .N.- ... 3! �:.: W.MACK .: . = _ ____ / - �, I �, I", .�', ) �\ - - 1�41 . , * . : I . . I—— W 0) _�2 ... / . , � __ - _-, ..... *. . _k til. ��,':..:-..,.,..:...*"..:-.:.*..�,.:.*.,:,.�"..:..:., .. �\ ... ... — — - mw_--,- N ff_#__Mt _- - -_ - 1�, -�, -,, "\ l ':'.... - ...... ...... . ..:., ... ... I ....... I ................... ... � .............. ............. �_�.. ........ ......... I ... Nff`��M,_` - / --- �, - 6 ,� 11 L.... 1-i `��*., .- .. ... .... ................... ..... ... ", --, - - 11 \ � - - ___�"_ ..*. . \___ ""' ... . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . ..................'. �, _� 111:*1,111 ... . .......... ... , ... � . _ _', _% 1 S� - "I , 1� 11.\ N � . ,� .. ,., - -, ., - - - — - — m;�� 1� - ,�, " "� 1-1, IN - . . , ..-....... : ...'.. -, \ "". .-:---� ... . ....... _ ............. ... � ... _ __ ___ . 1, - "."", - . . - __ , . I . ..-.--1:-%:`:`:, 1. . __ "I .......... Z��_ �� .................... .. .... 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I .-..-'-..'. ....-.': 17-wT.. - _... 7 . , I '. *. 2 `4 �/_ / / Segment I D: d) � (D d) I �� - / , / / " - - Ir'...........,.... . , �__ ,- -�, 1� * , " B.A �5 - / zl. , -, ... _�. �____ .. .4 .. .... .... .... ..... * -.*[�.'.-.*.-....-.,-,:-:,'.-�.:� q.:.:.., ':'". =7 , _ `::.--,.::T-: __ I/ /I /I ...... ....... .,.,.,--. .. - ._-.-1-.:..�'-..'.'.. . - .--.*.'.-.'.'�--'-'.-.'-'.-.'.', ., - ___ . f / Sheet Flow: (Applicable to T, only) '\ " .-...,.-.-.-r�- .:.� .�....'..:....:...�., . :� '.."".; __ __ ... ....- " . _..''.'... - - , -I , I . .. .. .. . .. . . . .. . . .:, .�. . : . , , . . .'. . - , ` '�':�.�.', .,. 1-1 / I -, --,,--, `� 11 ..,.". . ...� .6-1458 .: .:.�. X . .... .. . A , . . .:.��._ .." " , I ..*.::.�,,.._..�,',�'-.',-�.:�-:--.- .1 / I � . I ., "\ -- ---- /, "***"%"""` ;"...."�.-.'�,:...*...:.".,.."I � - ': :..".. :".:1. .. ..:...�... ...,-.:..:....."...:...*�...:..', . .......I,.-.'..".... " -.:., .,-'.'.-'..:....,:�.�".,.,:..].*,.,..:.,. / I ��, . . .-:.,::.-:.*�-�,� , , .. .. ... . __ 7.. ."..: .,.':.'. - " / I Surface description (Table 3-1) Dense Grass Dense Grass DenseGrass I 11 " ,�� -�� ,,�,,�- ��,, � I-. . . . :;.........�...."�'. ,:.::�..,:.":.:::..::�:.:::;..*.,:.:,�'. *�_>_ __ 1� /�� < "\ -,\ / / / /// , , , I I .. . .161 . ...,..::..".:.:.�..:-.:.�.',.-.""..,..,., f. , _ - .--- _ __ I r � .., ... *%*`*�, ..,.�.�:.:�.,..,.:."*.....,:�-'�."...'�.".:",:�:-I -.1 . - �. J.".'.".'.......... . . . , , 2 Manning's roughness coeff., n (Table 3-1 0.24 0.24 0.24 1 , � , . - , , . ..... .... . :. - ` ... IT \ - I/ J, / / � - , ) , 11 ,- --, - - 't 'T - -:-.`:-��/-.,�.' .: .., ..,-: -`-,-� .. __ - - I_ __ � / / 4 , U-1 -i 4 . - - - _. - -, . .. '1.:..�_:...:...... / / "I .. - - .:.�..,..... .. - , , , - - T-1 , .. ... �... 1. -------- - - I I I ��sl - _.. . � . .: .. �. . . ::,: . * . ... - _ ..."�:::'. ... -:�:..:� .... . ... � � . I ... �A / 3 Flow length, L (total L < 100) (ft) 100 100 100 I , __ __ - _� / __1'.,.,. *. I ..........,.....,.,..�.,�.......-,.�,.�. - . - - .. - -� .-::: ::, ..* ____ - / J --\ \ .. 11 11 i . . -� . ..�. *.'. - - - � " -�, . ... 1. 4._.�.�.,_..:..:. ':-,. .�. ...::......:--"::.:�.:.:�.:..:.:.,-�*- ::,:��- . . ... - - . , I 'I- 11;-.1l / / 11� . , , . / �', I. , .:----.-�--::] �:.',*_' - ,:..-. % , N / , , ,/ / �� 00 . . �:.,.. �. _:..,4�. _ , .. .. ::�: I I - - ... . , ..,..:.:. . . .-..-..:! . . - I"'," ',,�\ Z / / / // I. I �,J 1-1 .... .. .. ,:. . : / , � . - - . . ��. .:. .. . 1, '�, , / __ : "I L I I .. ... ...........'.-��.`...'..-. . _:..... . ..... . .. �:..,.,�:,-. .�. . . . �::, . '�*."�::,-:�� - .. .. 1. .. ::" . ... .: ... _� Nl-\\\, � ,/, . . - . --I \ ... ....':... � . ... ..,:.1.-'1_."-1._'1..' .. .. .: , . .. � I.. ... ". . ..., . . , .... C " . L ... .... _.- , * . ... . . 1. .. ..- . ......? _F 4 Two-year 24-hour rainfall, P2 (in.) 3.7 3.7 3.7 /, !�E ; ., , .,: , .. .. , 1. " :. hi - - __ __ / Z � - . 1. _' I . . �� .....�...,�.. ... � , , -�::. .' -.�-*. .. , :-�--:--.,..,--.,--,-:,... . , "I _. I-, / / 5 Land slope, s (ft/ft) 0.01 0.02 0.05 . \_ � N I -, � r I �� 00 : I .1.1 . . . I .... .I -,.-. -.-. .--. .... - --:-../.--:.*� - . ...:�..:...':.t .... I , -1 '� , / I.- . . . . I.-, 1._.... .�. - - , ". [0.007(n*L)08] / P205 SOA 11 111� - I - / � :,.1_' �,.-:.*,-"..,.".*.�.,.,..,..:-,.:..� ,�� . � / 41" ". .1 .: ...: .., ......"..'.: , I I ; - /I 6352 , -�� .-:.. .-:-:��":�-::,:- -:�.:: , ... . - ____ � 6 Compute Tt = 0.2) 0.22 / / * . '.� �.::,* , , . A 7., '."'. - I I -1-1 , . :�.:�-.,:.*��:.:::�.�:..,�,:...,.::-"...�.�:.:..:.,*.i.:�,-, il'4'T"'�'Y*I*A'1'3"D""""--* 2A-3-,-�---.--,R - --N I .-,-,..:::-.'� / -1- IN '--- _,- / / / I �/ ... . .. . � .V. ........ - , IN - -,-- N ... � ,� \, I- _.___ � � 1-1 I _ - - -, �.. / I // / -------- L—IIIIII" I I .:,�. - .-..::-�- �": � " __ _��- "I / I _'_ 'o.... , , � . . .:..._........-'..:- .:�: - - �.:.:'�:-,.::�:�� � __ I 11�� * - , '�� �""..:,*..*..,..*.:...,........'......'.... . -', :: / / / / � / - -1 ... I . ... ..... , /--, . ., .� .. - .., .:,-" -*.... , - Shallow Concentrated Flow: -1, "I" ,- .. / .:. , - ., .. ��: - � .:..:...'.:� .*.:.:�,.:.;:.-,.-_.:: :: � I-'.:,.*.-'..*,.'.-'..* - ': , --, / ", . . . ... .,..,�'. :....... . , __ . . , , / \, . . I.. ...... , * _,..., ;...,,:......_ .,:-.,..:.-.:.-'.: - 7 Surface description (paved or unpaved) Unpaved Unpaved Unpaved . _ 1, 1� I X /- . /// / /- #/ / ., I .,:. ... " - - �`P..`-,. . .. " - . .. " ... :. I ,,, / / _� '�_ I , ,/ .." . r I .. I -..':::-.�,.":- �-:. � :,_.--�-,_-::: . / , N - \ __ - __� ___ f7l \ .. ..... � , ".......... ..... . _. � . ,:,: '-`1'-11-`.* *'*"* / _ - ) �� ,� __ # . \ vik I C�-- ...��, I . _:_ . .:,i:..::,::-1,::-:::-:'.�.-.*. :. -� .:� ,--,:.-: , . .. � .. / . . , — , /I . . I �--` - � ( - A- - I 1, _ I , ... . .. .- .._� - _... .... - ... , -'.'-""-"'*�""-*"'�*"'-*"�-'4':".: . .. .. � � , � _.: :......... 8 Flow Length, L (ft) 966 400 600 ," ... �: , , .: ��.'-. - = \ - _\ ... - �-.,1-,--�.-:--*.-:*:-,..:. :�-,-:k-....,-. ".,.'� *.* ", . � ---PRbPOSEDRCP III I - - I— _ -, I/ / / I 711_� - ,�.,-,, �-�- --.�._,::.. -::.-,::.., / - - /N / // / N -\ / / , / I I .. F I'll. - -I/,'.. ,71,� *.. .�'!...."_:- - , :.:. .. .....*..,�....."...*..",.,...'� \ _- - - _ __ I r I " ... I ... � r \ - ... ".. .. - "... .. ., -1 ........ - YP) - - - 9 Watercourse slope, s (ft/ft) 0.040 0.025 0.032 - 11 I- " N, / , � / / �0 1, OT, 1 ',.� - . _.; ' . :., . - --- - - I,_ \* I I _,� ,I, ,�, , .*!: � I �--- �:��,--.,.i..:,:.�.�_. 11 [) . ._], ', . ."',_... _1 _RM SEWER (T I -1 I ,_ - - I LO - :1 .1�.'-",-�..:.::...:,:..*.:�".�..� . , " // , _*), .. .. . \1�1 - - 1\ �'..'..'.' - - __ 81 , ..�:.",. _' . �'.. __ 0 Average velocity, V (Figure 3-1) (ft/s) 3.2 2.6 2.9 .1 `1 / A . ........ ....... . -, 'X, -� �.::.-: .:.. . , � - �, i , ...., , L -�:-�'-.*-::-.':-�-�:�-'-�,-.'-', -i�-::',� --:- - , >__ I 0, 2 �" �:��:]��:. ��: � 5. �'--: ,-� .��` .,�` , '. , . .- . .I:.,...,..:.,.. I Z __ I - I" - I I ' S : ...- :J.:".. \ . .... � ::...".:.-*..:.".,.,.��*,.::..,:7"...,.,..- �.6'.'...'-'. .�.-.-, �.... �'. : ��: . - - __ _ '--- - ,\/, � / /// /, L9 .::.:.;, ,� I B6,65 �. . .... '� _..*.._.1.J�-"11_'.. ........;., . .- - 1. " .. ",' �-".��-,:�'., �:��:::::��*' N -- " ,_ __ __ - �_ I 11 Tt = L / 3600*V E�: 0.08 1 0.04 1 0.06 --- 'S, "", ___._ - � - ` 'k / / � / I / , F I -1 .M 4,PIJ � I " *'.'.:" :. .. I .. ...- I - , � - - -, - __J ..-.. --- -,-._ � - / �, . I � ..... � -2 -"-7-.::--AC--.'.'--�-�-":�,-, --'_..1'*-71._.1�' T 86 - ,/' __� , A.; 411 SF � ... '' . . 29::: 1 __ I 1�1;�� .� � ... .: - .. ...".*'f".*.*_'...*,.,.'�'...4.'..... , ,:. . .:... -.-::::..�._.--�1:. - - �, _ __ - __ - __ __ - -,I- ... , I - I _. . .... . . ..\,-,�.,-':,,.'. , , � .,�� / 1 - � � . - � '\ I/ * (3) , I .... 1. � - * " I . . . ." - - " ::: VJJS OF D N �, � - -- ,)/// / / a / � I II.-,:i..::::..:.,�.:",.,."..,�-,..:,.,,:..'.- -,:,:�-�*."..:-.: ,URBA _CE Channel Flow: &% -.--. --Z�, - _..,, ---. _ - /. . . . X.: - � T- . " --- I .o..., , :. .. .� -�.-:.::�� 1. W � , 1��I, I/ I /. I / ---.-. - , 3: 11 '1\1 .... ... __ *�11 . . -L " I , � I.----- *�, �,_� X 'J 4 :;...., ..... , I - "-."::-:.,.:.'.::_. I �_- � __ T_ .:..., .."..". ... .. . . 1 14, ... i ... �'--.--�..�::....,..:....�..,.....:.-*.: ... , :., _..''��'.-::, I __ , ."'.. \ .N ..'.I.: .-,!:. - __ - - - -11 (ft2) I' : . �4 ..'.':.'."..".' '.-.'..,-.".::.'._�.�._:.- :..,... .. . ...: - __ , 12 Cross sectional flow area, a ,�, 7-�,x --- — �e . �, - ,�,-'__. I....... __ .. , -"O,� , -� , .:..*.: PROPOSED 220'TEMPORARY-- 11,�� �� - .. ..... '.. , , .6 . -� .: , .. .. .. - � . - - - �--:-:-'. ''. -T� -,*'�q ."a .+ . . __ - � \ P/ / I I I I 11 ::-*,.-,'.:` 1�� ...,.:...,...,-:..�.-."-.,.-:.-�-:..:..:.�- ,.'� . I ... . ... ,_ ___ _____ _', _7 __ � /� Z 1, 1�� ���� - - ,.:.. .-.---\_ . '.,-.*.,:."-...:.,.:,.�-.*.'-:.-.,.:-.-:.-'..:�..".:.��-.*.-�.��..'�.:.:].�.,', __ EASEMENI 1�� \ / Cl? - - -� -::.�,.�. �*.�.,..,.,��z,.".,.",,."-,.".,.",.* . � �, I . .:.:---..-..-., , , , �� n , -�-.::�-:--:�,:..." ." ., . . - . .-. .-.I',. - .,_� .... .. , . - -1 13 Wetted perimeter, P. (ft) , : " , . . I �i I � . ........, . . . ., , ��.`� ..',:-:i-�. � ' "' - CONSTRUCTION�._. / , . ..�."...,.....-.'...-.'.,.:.�:...� . �,-.._,.,-.,:..-�...., .:.-�.'..:.:.. - _ - - - I . " -, -'*�*::,�.-.'.-.',:.. ...�... .,.-,.:��."�".::.,..".::.:...,.,:,.,..:.,�,-".:-*�.:.-'. . .. . __ - 14 Hydraulic radius, r = a/Pw (ft) .1 �� � _ � --- 1-1- __ - .... co LCIT3 I . �:? .. , :. .. ,::.:. � � .1- 1_� Z . - - - "'. __ - , 11 .. 1. � �,.*::__..... . . - ....... ; 1-��--- / Effiffifflm - \, * , - N/A 0 __ 8F ... .. - - -:.� .. , . -, - Ei , 11 �1_ �, , . ..- . .,.:..: ,.".*�,"-,.-*..'-,.-'-,:.",.,.".-,.-.,.......:..:.*..*.. :;. -� -�::� ,-�-:,-�:�-.'. -, . :, ,'.��.... . .. . - / . ... 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S7RlP SUBBASE HAT- SE 4' 2.5 6 (TRAVEL LANE) BIKE LANE 36' F /C -F /C R/W TYPICAL NF10ffB0Rff00D STR A7T SUCTION (61' R/�pr) P,4RA- RfW.9 DRIYE' (PUBLIC ROAD) GS -SSAR RE'SIDE'NTIAL & JfI.XA USE SUBDIVISION STREL'T DESIGN SPE'E'D.• 25 alPliT 4" CONCRE7E SIDEWALK 4" VDOT STONE B _5n 4" CONCRE7E - - 3� SIDEWALK EXIST. GROUND g• t R1116In 7 - - y 4" VDOT 21A / STONE BASE EXIST. GROUND r �i• " * i'� -p • R t.'%..'.�'; %. sea �. • �# -�� � ♦'. .4 :�' l: "'T F - 1 5 UTILIZE OUTER 3' OF PLAN77NG STRIP PER X CLEAR ZONE REQUIREMENT CG -6 3. CURB & GUTTER CL, R ZONE, �2� �- -� 2X 6. PLANTING S7R/P 4' MOT ` BASE -4' 12' BIKE LANE (TRAVEL LANE) POINT OF CG -6 LFINISHED GRADE CURB & GUTTER 3• � CLEAT R zoNEl LSURFA I^- 2 f � 2% 2% IV 6' PLAN77NG OT 4STIO. S7RlP SUBBASE HAT- SE 4' 2.5 6 (TRAVEL LANE) BIKE LANE 36' F /C -F /C R/W TYPICAL NF10ffB0Rff00D STR A7T SUCTION (61' R/�pr) P,4RA- RfW.9 DRIYE' (PUBLIC ROAD) GS -SSAR RE'SIDE'NTIAL & JfI.XA USE SUBDIVISION STREL'T DESIGN SPE'E'D.• 25 alPliT 4" CONCRE7E SIDEWALK 4" VDOT STONE B _5n R/W TYPICAL NE'ICHBORHOO.D STRL'BT SUCTION (57' R11#) F",&rOAT STRE'E'T, WNTFORT STRE'E'T, BINION DRIPS, &W.Rr"ND .STRE'E'T (ALL FUlBLIC ROADS) GS - SSA R RE'SIDE'NTIAL c@• MIXED USE' SYUBDITrlSION STRE'E'T DESIGN SPE'E'D.• .25 JfFH PARTYING' ON ONE-SIDL' ONLY EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUA� O - � � fAi• 1y*f�Yf ti aka Z II I � � I II TH ��, SCOTT R. COLLINSZ ,U No. 35791 � L 0 1 L _ ce e u invert Line NOTE: PROPOSED LANDSCAPING TO 61n 1 ft, 3in R1116In U77LIZE OUTER 3' OF PLANTING STRIP y R�y PER 3' CLEAR ZONE REQUIREMENT C� r �i• " * i'� -p • R t.'%..'.�'; %. sea �. • �# -�� � ♦'. .4 :�' l: "'T F - 5' WIDE CONCRE7E CG -6 POINT OF 3' CURB & GUTTER FINISHED GRADE CG -6 CURB & GUTTER 3' 5' WIDE CONCRETE - 3A SIDEWALK (CLEAR �ZONE CLEAR ZONE SIDEWALK 0 \�\ I- I SURFACE U) Z w EXIST. GROUND rJ 2% 2% 2% J Q 2% cement concrete or cast in plane using Class A3 hydraulic cement concrete. U V) m 6' PLANTING layers, the bottom of the curb and gutter shall be ° _ CU S7RlP 6' PLANTING Z LU ° 4" VDOT 21A STONE BASE 4' OT 4' T STRIP 4" VDOT 21A / S7iiNNE SUBBASE S'roVE Uj STONE BASE EXIST. GROUND B1 BA-W 1.0 5 6 6 5 1 G 14' 14' (TRAVEL LANE) (TRAVEL LANE) j 32'F /C -F /C R/W TYPICAL NE'ICHBORHOO.D STRL'BT SUCTION (57' R11#) F",&rOAT STRE'E'T, WNTFORT STRE'E'T, BINION DRIPS, &W.Rr"ND .STRE'E'T (ALL FUlBLIC ROADS) GS - SSA R RE'SIDE'NTIAL c@• MIXED USE' SYUBDITrlSION STRE'E'T DESIGN SPE'E'D.• .25 JfFH PARTYING' ON ONE-SIDL' ONLY EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUA� O - � � fAi• 1y*f�Yf ti aka Z II I � � I II TH ��, SCOTT R. COLLINSZ ,U No. 35791 � L 0 1 L _ \ \ / w R� C11 R� PRl I A 7F I ACCESS C/L POINT OF ACCESS T_R G N E RATI O �� ° 00 A 7F CURB &GUTIER POINT OF CG -6 ESM'T - _ FINISHED GRADE CURB &GUTTER _ _ - FINISHED GRADE ESM T c . '} 1 _ 1 \ \ 1 A SURFACE 3' J CA L, r; `1 - 300 \ EX /ST. GROUND 2X 2x EXIST. GROUND 1 1�2" SM -9.5 112 . 1 TRIP GENERATION CALCULATIONS 1�2 1' TONEY SUBBASE SONET �o %-&� °d°° -&°d°° �� ° ° °�° °°�pObpO� � TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) EXIST. GROUND ]25 !4S- B BASE 5 EXIST. GROUND 0CP Cbo 2.5 OR 23 SINGLE FAMILY DETACHED UNITS - CODE 210 4.5' 1a' 10' 4 „5' 3" BM -25 4.5" 21 -A TOP ( 7RAVEL LANE) (TRAVEL LANE) J" 220 VPD (110 ENTER/ 110 EXIT) OF 4 "'-I 2 " R 24' F /C -F /C 2 2 CURB 30' OR 34' �) 10' 10' AM PEAK: 17 VPH (4 ENTER/ 13 EXIT) R/W PM PEAK: 23 VPH (15 ENTER/ 8 EXIT) ' �„ TYPICAL NrIGHBORHOOD STREA7 SZ'CT10N (30 '- 34 24' 6 - PRIPATE' ROAD DESIGN SPEEL!• z5 AlPll TYPICAL ALL�'Y ,S�'CTION 63 TOWN H OM E UNITS -CODE 230 13» a a; • a ADT: 366 VPD 183 ENTER/ 183 EXIT a . 4 7" NO PARTYING NOT TO SC�ILE' ( ) AM PEAK: 28 VPH (5 ENTER/ 23 EXIT) 4d d a d p' °: •o PM PEAK: 33 VPH (22 ENTER/ 11 EXIT) 6" M1N , , GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NA TURAL WA TERCOURSE. 4. GUARDRAIL LOCH TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCA TION AND APPROPRIA TE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS - DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VD0T OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE, DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA V/EMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, H, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 @ 0.3 GAL.ISQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WA Y. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). �URFACE COURSE I■■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII INTERMEDIATE COURSE 5"-T COMPACTED AGGREGATE- r!"M .01M.N1 BASE COURSE, VDOT ' •L! u�i. ��y• �a! a�:. *�- �'L!4!a�I..���!u�I.ti' - -r . Ov OR #21B DEPENDING ON AND . TRAFFIC . COMPACTED SUBGRADE NO SCALE -l' - _1_ -6» 2 STANDARD CG -6 STONE #BA E6UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND /OR BACKFILLING. (VARIABLE WIDTH) 4" CONC.-\ � 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE ce e u invert Line 61n 1 ft, 3in R1116In y r �i• " * i'� -p • R t.'%..'.�'; %. sea �. • �# -�� � ♦'. .4 :�' l: "'T S11's fin:, area may be concrete . ft4fom of curb may foifaai slope, of 0 \�\ 4ft0in U) Z w � g� -S rJ Z J Q g U cement concrete or cast in plane using Class A3 hydraulic cement concrete. U V) m Z Z) layers, the bottom of the curb and gutter shall be ° (J1 J CU \ � � 0 V) Z LU ° ft_1 ''' �" > 0 w H Uj \ \ / w R� C11 R� PRl I A 7F I ACCESS C/L POINT OF ACCESS T_R G N E RATI O �� ° 00 A 7F CURB &GUTIER POINT OF CG -6 ESM'T - _ FINISHED GRADE CURB &GUTTER _ _ - FINISHED GRADE ESM T c . '} 1 _ 1 \ \ 1 A SURFACE 3' J CA L, r; `1 - 300 \ EX /ST. GROUND 2X 2x EXIST. GROUND 1 1�2" SM -9.5 112 . 1 TRIP GENERATION CALCULATIONS 1�2 1' TONEY SUBBASE SONET �o %-&� °d°° -&°d°° �� ° ° °�° °°�pObpO� � TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) EXIST. GROUND ]25 !4S- B BASE 5 EXIST. GROUND 0CP Cbo 2.5 OR 23 SINGLE FAMILY DETACHED UNITS - CODE 210 4.5' 1a' 10' 4 „5' 3" BM -25 4.5" 21 -A TOP ( 7RAVEL LANE) (TRAVEL LANE) J" 220 VPD (110 ENTER/ 110 EXIT) OF 4 "'-I 2 " R 24' F /C -F /C 2 2 CURB 30' OR 34' �) 10' 10' AM PEAK: 17 VPH (4 ENTER/ 13 EXIT) R/W PM PEAK: 23 VPH (15 ENTER/ 8 EXIT) ' �„ TYPICAL NrIGHBORHOOD STREA7 SZ'CT10N (30 '- 34 24' 6 - PRIPATE' ROAD DESIGN SPEEL!• z5 AlPll TYPICAL ALL�'Y ,S�'CTION 63 TOWN H OM E UNITS -CODE 230 13» a a; • a ADT: 366 VPD 183 ENTER/ 183 EXIT a . 4 7" NO PARTYING NOT TO SC�ILE' ( ) AM PEAK: 28 VPH (5 ENTER/ 23 EXIT) 4d d a d p' °: •o PM PEAK: 33 VPH (22 ENTER/ 11 EXIT) 6" M1N , , GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NA TURAL WA TERCOURSE. 4. GUARDRAIL LOCH TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCA TION AND APPROPRIA TE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS - DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VD0T OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE, DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA V/EMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, H, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 @ 0.3 GAL.ISQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WA Y. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). �URFACE COURSE I■■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII INTERMEDIATE COURSE 5"-T COMPACTED AGGREGATE- r!"M .01M.N1 BASE COURSE, VDOT ' •L! u�i. ��y• �a! a�:. *�- �'L!4!a�I..���!u�I.ti' - -r . Ov OR #21B DEPENDING ON AND . TRAFFIC . COMPACTED SUBGRADE NO SCALE -l' - _1_ -6» 2 STANDARD CG -6 STONE #BA E6UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND /OR BACKFILLING. (VARIABLE WIDTH) 4" CONC.-\ � 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE ROLL -TOP CURB ce e u invert Line 61n 1 ft, 3in R1116In y r �i• " * i'� -p • R t.'%..'.�'; %. sea �. • �# -�� � ♦'. .4 :�' l: "'T S11's fin:, area may be concrete . ft4fom of curb may foifaai slope, of of 7 inches Is maintained. 4ft0in 2it Gin 1 r Curb and gutter may be precast of Class A4 hydraulic cement concrete or cast in plane using Class A3 hydraulic cement concrete. 2. When used with stabilized, open- graded: drainage layers, the bottom of the curb and gutter shall be constructed parallel to the slope of the sub -base courses and to the depth of the pavement but not less than the thickness shown. ROLL -TOP CURB