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SUB201400067 Plan - Approved Road Plan and Comps. 2016-08-02
GENERAL .NOTES OWNER. LICKINGHOLE CREEK, LLC P.O. BOX 1467 CHARLOTTESVILLE, VA 22902 DEVELOPER: RI VERBEND DEVELOPMENT, INC. 321 E MAIN S, SUITE 201 CHARLOTTESVILLE, VA 22902 ATTY. ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 200 GARRE'TT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 PRE-APPLICA TION CONFERENCE. JANUARY 23, 2012 TAX MAP NO.: 05600-00-00-095AO Phase 4 DB 2733 PG 150 46.09 05600-00-00-09580 17.00 DB 2733 PG 150 Units 05600-00-00-05300 27 DB 4024 PG 489 TOTAL PROJECT AREA: 05600-00-00-095AO - 37.95 AC. 1.020 05600-00-00-09580 - 76.49 AC. 1.000 05600-00-00-05300 - 25.49 AC. ROW (acres) 139.93 ACRES TOTAL PHASE 11-I V PROJECT AREA: 93.84 ACRES ZONING. R-1 RESIDENTIAL Lots (acres) CLUSTER DEVELOPMENT AND BONUS DENSITY STANDARDS ARE BEING IMPLEMENTED DENSITY.- ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT: 0.97 DU/AC 20.60 + 57. DENSITY BONUS FOR STREET TREES AS SPECIFIED 1N SECTION 32.Z9 16.80 = 0.97 x [1+0.05] = 1.02 DU/AC PROPOSED DENSITY- PHASE ll: 27 UNITS 27/26.48 AC. = 11.02 DU/AC. Open Space % PHASE Ill. 17 UNI IS 17/17.00 AC. - 1.00 DU/AC. 42.63% PHASE IV° 46 UNITS 46/50.36 AC. = 0.91 DU/AC. 51.31% TOTAL: 90 UNI IS 90/93.84 AC = 0.96 DU/AC. OPEN SPACE: OPEN SPACE A (PHASE 11) =0.66 AC 11 OPEN SPACE B (PHASE ll) =10.63 AC ((0.66+10.63)/26.48 AC)=42.631w. OPEN SPACE PHASE Il o v OPEN SPACE C (PHASE Ill) =2.31 AC SANITARY SEWER PROFILES OPEN SPACE D (PHASE III) =4. 19 AC ((2.31'+4.19)/17.00 AC) = 38.239' OPEN SPACE PHASE Ill 13 OPEN SPACE E (PHASE IV) =25.84 AC (25.8,4150.36 AC) =51_)19' OPEN SPACE PHASE IV D 0 a o u) w TOTAL OPEN SPACE PROPOSED=43.63 AC (43.63f33.84) =46.57 OPEN SPACE TOTAL DRAINAGE AREA PLAN OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASS4:-C',1770N. ALL OPEN SPACE 15 SHALL BE RESERVED /N A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35; FEET SETBACKS.- FRONT 25' 17 SIDE' 15' REAR: 20' SUBDIVISION STREETS. CURB & GUTTER WA TERSHED: LICK/NGHOLE CREEK WA TER SUPPL Y WA TERSHED AGRICULTURAL/ FORESTAL DISTRICT.' NONE TOPO & SURVEY' TOPOGRAPHY /S COMPILED FROM SURVEY BY A COMIBINA TION OF ROUDABUSH, GALE AND ASSOCIATES AND n LOUISA AERIAL SURVEYS INC., JANUARY 20OZ LANDSCAPING PLAN BOUNDARY INFORMATION /S COMPILED FROM BOUNDIARY DATA PROVIDED BY ROUDABUSH, GALE, AND 22 ASSOCIATES DATED APRIL 2013 AND ALBEMARLE MUNTY RECORDED SUBDIVISION PLATS. DATUM: NAD 83, BENCHMARK LOCATED ON TDP OF EX MH tCZI-MH-81 EXISTING VEGETATION.- PARTIALLY WOODED LIGHTING. NO LIGHTING /S PROPOSED PHASING: SITE TO BE DEVELOPED IN A MINIMUM OF THREE (3) PHASES. ALL OPEN SPACE MUST BE A MINIMUM OF 25,7. OR GREATER FOR EACH PHASE OF THE DEVELOPMENT, PARKING. 2 OFF-STREET PARKING SPACES SHALL BE PROVIDED ON EACH SINGLE-FAMILY LOT. ON -STREET PARKING SHALL BE PROVIDED AS NOTED WITH THE ,'STREET DESIGN. BUILDING SITES. PARCELS 1-133 MAY NOT BE FURTHER DIVIDED. A AWINIMUM OF 61038 SF BUILDING SITE AREA IS �z aLd PROVIDED ON EACH LOT. SEE DETAIL ON SITE PLAIN SHEET. BURIAL SITES. • NO CEMETERIES WERE FOUND DURING FIELD /N VESTI A TION OF THE SITF_ . STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED /N ACCORDANC`-. WTH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED CRITICAL SLOPES: CRITICAL SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. A SEPARATE WAVIER REQUEST HAS a BEEN APPROVED FOR THE 1.40 AC. OF PROPOSED CRITICAL SLOPE IMPACTS UNDER THE PRELIMINARY PLAT APPROVAL SUB2012-38. IMPERVIOUS AREAS: SEE CHART Westlake Hills Phase 1 Phase 2 Phase 3 Phase 4 Acres 46.09 26.48 17.00 50.36 Units 47 27 17 46 Density (1.02 Max) 1.020 1.020 1.000 0.913 ROW (acres) 7.14 2.28 1.41 3.92 Lots (acres) 22.15 12.91 9.09 20.60 Open Space (acres) 16.80 11.29 6.50 25.84 Open Space % 36.45% 42.63% 38.23% 51.31% Total Project Density (du/ac) ROAD & WATERLINE PROFILES 0.979 11 Total Project Open Space (ac) o v 60.43 SANITARY SEWER PROFILES NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTALL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE ALLOWED. 3) THIS 100 -YEAR FLOODPLAIN LIM/ TS EXIST ON THE SUBJECT PARCEL, PER (ON FEMA MAP NUMBERS 51003CO229D, 51003CO235D, 51003CO237D, & 51003CO245D ADOPTED FEBRUARY 4, 2005. THE PROPOSED DEVELOPMENT SWM PONDISED/MENT BASIN OUTFALL STRUCTURES AND SANITARY SEWER EXIST N'THIN THESE LIMITS 4) EACH LOT AS SHOWN HEREIN CONTAINS A BUILDING SITE WITH MINIMUM 6,038 SF BUILDING SITE AREA AS SHOWN ON THE SITE PLAN, WHICH MEETS THE REQUIREMENTS OF SECTION 4.2.1 5) ALL PROPOSED UTILITY AND DRAINAGE EASEMENTS SHALL BE DEDICATED 70 PUBLIC USE 6) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' C.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS 7) THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY. 8) UTILITY EASEMENTS SHALL BE CENTERED ON THE AS -BUILT LOCATIONS OF WATER AND SEWER FACILITIES. U -16S 1ij_AEL__..dd 0 SHEET LAYOUT SCALE: 1" = 300' �! Sheet Number ROAD PLAN SHEET LIST Sheet Title PLaANNERI'ZONING 1 COVER SHEET d7 2 EXISTING CONDITIONS ARB 3 WESTLAKE OVERALL PLAN 3A LAYOUT PLAN VIRGINIA DEPARMENT OF TRANSPORTATION 4 UTILITY PLAN 4A UTILITY PLAN _- 5 GRADING PLAN & OVERLOT GRADING PLAN - 5A GRADING PLAN & OVERLOT GRADING PLAN 6 SITE UTILITY DETAILS 7 ROAD NOTES & DETAILS 8 ROAD & WATERLINE PROFILES A 9 ROAD & WATERLINE PROFILES w 10 ROAD & WATERLINE PROFILES ° a "" 11 SANITARY SEWER PROFILES o v 12 SANITARY SEWER PROFILES U Uj Z L w CC 13 SANITARY SEWER PROFILES D 0 a o u) w 14 DRAINAGE AREA PLAN 15 DRAINAGE PROFILES t 16 DRAINAGE PROFILES _ _ 17 DRAINAGE PROFILES DRAINAGE PROFILES ® 19 DRAINAGE CALCULATIONS '? 20 DRAINAGE CALCULATIONS n 21 LANDSCAPING PLAN Le 22 LANDSCAPING DETAILS IVIAL 25 PAGES APPROVED by t�)I; AIbemarla. County Cornmuni�!Deve': anent Department Date -> Filei?.v.Ur,j APPROVAL DAT: DEPARTMENT OF COMMUNITY DEVELOPMENT PLaANNERI'ZONING ENGINEER d7 INSPECTIONS ARB r DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION z HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT R. C0LLINS U No. 35791 12, aNA L V) z w a O � M a Uj Ce n d7 r r z M w 0) C14 z °V M w w ° a "" -' r o ca o v U ¢ 1- U Uj Z L w CC m u�i -� z zz = 0 a o (n w D 0 a o u) w p a > ce a cc cn cl� a o ® Q n 0 C\1 W H Cr a� n d7 r {''7 M 0) C14 z M C N ° 0 ® Q n 0 C\1 ceQ H a� W �z aLd ��C6 W W z a •• -O L7 0 Z a W W �z - W o L9 H H � �v Q 0 v° W = o� ` ^ v U) u� 3 ArT j < o O N U WCL C U > L 0 3 1 cn U C a 0 x W o a � a Ul E o C: �ft,Uj _ A a 3 r CD O z� W �x z a w N z LL F c z o W 0 U w i z N W O O r� W ° ry v° os L a 0 p =0 U C ° LU o J O H N _v �U a N 0_ JOB NO. " 112072 0 0 �; SCALE a V' a � AS SHOWN a L'f a o SHEET NO. a o 1 � _p D n 9. 1 �► / - �. , 8"x6". TEE . � / x � zoo- � 1 1 1 1 . . I / _- _ - _ %' -G 7 - `1 I I / ,� \ , LOT 93 ...1111 fro ���T� _ �� �. . -- . . . / / � 20770 SF " � .1. .. . i / / / ! / �-- ..... ... .. .. W - ._.-- / _ 1111 -.-_.. I ! I W / I / > \ / / / I �- I`` ! - �" I - / F{� .. `";� SCOTT R. COLLINS . . I / ! / ! . I ! LOT .: 92 r :...=-^�`.....'. A.LL pU`- :� ! ! ! / \ 21753 SF . t \ / - .�51 �.......... z > No. 35791 TO 0€�iH 83.0 / ! / / r . ® O \ I / / / / . J / . �. y . ' LOT : 91 '1.. .. ......... :... :. T �� �y q a / /. i. / / / . j . / i/� . ,/� r --t�') .�'x6" TEE " '.p= o� �1�� -- _.._ / /// / / C .-- 1-8" G.V, 22071 SF \ \ . MH 1$ .. �ssro L V� . / / / / / / / / 1111. �. --� .. .. \ .1111.. VA �. / / // / /. / / / . / I / / / / . / ` 1 6 G.V. � :1111 MH 2$ 1-- . --- . {P} 1'° COPP . . -- .. \ 1 .. \ 1 ;i � .... . 1 / . / / . / / . / I / / . / / /' w \ V .. LOT 90. \. i.-' / WATER�NE (TYP.) \ \ LOT : $9 ' 21304 SF MH 15 , / - L .---_J __I / / z \ 4 LOT . 1.6 i 1 / . l �. \ , 2195. F , . , ;. .. I f - / l L - -L �!' LCOT.. 88 3 S ` (P)1 COPPER .. 20022.S.F 1\ r r / I \ . 21594 SE . P) FIRE HYDRAN W TERLINI (TYP, � �o ' \ � l.....\ \ ... T 94 ASSEMBLY / �/ %� �. -�-- - jj , PR;OPOSED VAR. W1DTH �..,,, .,. \ LOT : $`7 \ \ MH 16 8"x6'' TEE. _ zo+� 10 i AC SA U'ffLITY:.EASEMENT . �. \ 21554. F \ 1-6-G.v -�. 21055.SF 1111... / / /� .� 1111 \ . . , S �4�_ r ...... ... _ F,. i . . . . . . . . . . . . . . . . . . . . . . . . . . . / / ` f \. t, ! .. .. . rr �/ ! LOT 86 \ (P} SDR 35 PVC .� � , ' - �� ' s !s-� 21177.SF SA . LTERAL (TYP..)� �-'` '� i o \ \ .. . . /. ' . "'` �! \ vV : '.. L . LOT / .'- ,.. Z►.R� 1111 �` ......... I \ ...... 0 ' s \ '". ` -- 6 -'" LOT r ' _.. \ LOT.. 74 . \ ~" DSU `{115 \ \ I ... H .. \ z MH 17 a F1AL. �� .t 1 2 J055 SF \ 1 % W S P 1 _COPPER / / 2102TSF .. t) l ;... ........ �PRO)PO$E© VAR.. WIDTH.... I r c� \ ..... .. .... ..........I..... ........ \ WATERLINE.(T`�'P.) cn LOT 29 T �- - : _ _ �, P 1 R t )8„ TEE ,r c�pb�'.. .:= ''�' 1111 �'.� __ \ .. I ACSrA UTILITY EASEMENT ;, t,% .... .. LOT . 95 . . \ 23895 SF ,F-' 2-8 �:V. \ \ t ' - 1. . . ( . \ P 6" CL. 52 D.I.-WATE�I E LOT : 85 ..... ......20325. SF r o ,1 i ... .20030 SF ,.... Q \ - LOT 73 \ \ MH 9 -y ' 1 . ... , - �_-. .. > -- 1. \ . � \ . �. . . P. AIRRE AE _- -- . 1111 yr w �\ \ 1� 1- 20427 SF LOT . 75 \ ........ { } _ - -VA ... ........ I .... 1 . . I .... . \ \ � r /` \ �N .............. .....� ' _� VALVE , \.\ w \ \ - 23270 SF / O AIR RELEASE \ __- ... \ I . ,� f \ VALV .:: ::............. ,r I ' MIH 14 �`` _ MHI 29 ... ;/ /, \ \ \ 1 . \ �... \ . .. «� \ • ; -'� ,' .. _----�- _._ ,�.. � 11:11. "�: j' 1111 LOT 72. r- . �- .�-- �- A .\ '�, . �. ,,. I . ` � 1111 \ �...- __--- -- ._.---. -- .......... 200021SF /. � , \ \ \ \ ,,- ,__- ..... . . �. __- ____. . _ ', .. x .. \ a �, 201.01 SF / .. \ . ..... I ...� (rj �1" COPPER g .. /1 1 1 1 . ....... . Z /'' LUT .28. \ (P).s" CL:, 5 D.i. ATERIE \ ..... ...... . ,--' !�. . . . . . .. ! _ WATERLINE TYP.j \� \ 2190.9 SF. \ \ �..... ... ..... I . I /- \ \ \ % '� \ ° MHB�- ". ' n . . ......... / l LOT 96 k \ .. ` t \.. .. -- \ \ I .. U o / ;5h �- ' 1111. 20054 SF 1111.. % . o / \�\�\ �� 1. •� / / �- LOT 76 '.: Z \ \.. ,. \ \ - LOT : i1 �' r . \.s \ \ � LUT :.70 LOT : 84 - \ ��; \•, \ . tz:. -- .................... .... P 8 CL. 52 D,I: WATERLIN,_ % ... . :. \ z �4 '. L - o '. / _ - .... 20508 S F 1 1 1 1 {) .. r- \ a \ 25745 SF a �I 20187 SF \ 2.1246 SF .. r- I \V\W l . � \\i\ `-- � / �.� . . . . . . . . . . . . . . . I . ' . 1 1 . . . . 1 1 . 1 1 . 1 1 1 1 . . \`, �� �.;� / r- MH 10 V'•. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . y/ ` � \'�� - .. \ \ -�-' / {P) 4 SDR 35 PVC _j .. 1 1 1 1 � ... /1 1 1 1 / I ... . a \:� \ , - ......... SAN. LATERAL Ta' ... ... / w \ \ . •. \ \. _-- k.j- Q -�- r' . LOT .113... /' 1 1 1 1 .. . \ ` _.�..----' .. JR44 SDR 35 P r'...... ... ...... .... � _ \ \ \ �- _ �/ Z } P FIRr='HYDRAN T / \ I \ 20$48 SF r { ) / � 7 ` 27 \ r \ LOT SAN. L TYP. - a .. \ ( \ / \\:\ �. � % � i W . . . . .ASSEMBLY ., i'` \ 1111.. \ l' \ h; Fir �.-' ,. �`� \ � 20383 •SF rr .. at „ \ \ .111 1 . r _ ___ --- �` 8x6 TEE \ / � %� �� ..... MH 35 \ . , �' ... \ it I - M \ i \ \ _ j. P SDR PVC .�� . .. \ r n , `y ` ✓, ..:., ` •:: ''"`!� 1111 ------ 1 6 G V `� \ � :� �-- ,,,r "� ........... ................ r..--- �. FIRE HYDRANT... . max. O� / t > r r ` r . . C. . . . ... . .i"' oQ.. AN. RAL.(TYP.) . . . . . . . ,.: a \ / \ 1 I ASSEMBLY W -- \ . ,r \ .. ,1 . \: \. r / \ 77 ,, . LOT' : 97 / % , � \ - LOT : 69 i LOT • 1=6 G.V. z F1 \. , , \ t '-�` �^/ 6 CL. 52 D.1. WATERLI E �.. . _____..\`,��@ ., �. ,` � r. , ,,: •.'! - .! . . . . <; ;, k . . . . . . ,/ 4 F ' 6 x4 REDUCER.. .. \ ` 1 1 1 1 1111. � . , 20098. S,F 1111 x. 1111 . -- -- . �,., \ LOT...48 . 20191' SF 20 60 S .. ' J 1111... \':`.ti,\. -'. t, ,.. .. \ o \ ....... I . ' ... ........ 11 ..._..... ..........�/ LOT.^.�,12.... \ / �E INTO EX. 8 D.I. W/L (P) FIRE HY�RANT 3 SF -- \. .. -'� \ 20.02 r;-. �P} 4 c . �. l / W � :\ '� ' . \ � MH 13 1111.. � ` / 20283 SF . --� ,,>> �` .. `, » \'� -'" � , . .. .. ASS MBLY � ---= L 52 D I WATERLINE `_ a x'�6 TEE ✓ `� ......... :� \ Ce �, \ \: \ _ \.. LOT . 6 .. ;, .� _ . ... �C � ... . . . ` \ �\ t \ 1- G.V.. MH 7 r- }} LOT 83 ./ .�'. \ 1 1 1 cn sa \ ......... __` \ ......... 1 i . \\; � �\ 20917 SF \ � 't 6 ....... i 20176 SF z . \ \ <\ . , . . . . . . . . . . . . . . . . -- o \r /'/ w . �, \ ... PR P L AJAR. WIDTH o z . _� % . _ O / + \. 4k " Y_ \ i I i ,. . . CSA Ul 1LIT1Y EASEMENT.. . . . .. . . ✓ �" \ P 8' 6" TE\ c \ \ i, _ ' \ ( l \ i 1 1 .... 1 1 . .. (.).... . � L T . 111 � z z o r- \.,1 \.. \ ,.: \' 1111 %' ! 1111. ` !1111... \ 4-8 G. w w c� z \ \ e J ! ROPOSED g w . \°\ \. \. \ r- ` -� ... \ 1 1 1 1 .. 1�6" .V. ... ...20021 SF z Q \ \ t L_ r . . . . . . . . . . . LOT .. 68 . . / YARD",DRAW. \ \ LOT 98. ..1111 -9 _ © � "' \ ,\`,\ a\ .. a -\ . . . . . . ` . . . . .i . _ . . . . .. . . . r „ tt D ER oo �.. �- ¢ o O v 8. X6 RE. \ . . ... . . \ �, ; a 5 F ......... .. I I I 1 .. ?. ^: \ .1.11.1 \ 2059 S 2002 -_ �t U .. a, . ......... .LOT 78 . .. / \ \. � \ • � �' LOT : 49 ,.,., r- \ i \ \ � �, k � 3 SF c� c� Q o .... . v, . r -- ,� 1111... .. z \ 20052 SF.. \ z o ;. \ 149 SF' �'I%' cn co �' 20 . . :, \.... 0 \ \ w \ .. 1111... ;..• �. � 0 0 i .. /' s :� T :' i \ �N \ _ z 1 T. 2. U w L:O , .8 a -_ \\ r a ... 1111. / �.. __ ! 1-- \ a. a. 1111 � / .. O _�. _ _ 20 2 SF o 05 \ z n w {P} 6 CL. 52 i, W IN �\ w w > -- / r' �C.. w f 1111 .,�-� ..;.-�` ........ .. ... 1111. w „ MH 34 > > w E LLPdE \ w w �L �,-- 1111 {P) 8 CL, J. WAT �.......... \ � � \ - � 1111 3 �,.-- ... C3. \ 1111. � � .,ir ` ui i \ ` �. �.I........ .. _ 1/111. r-- .. LOT. , 67 i r- t „. \ ... . -"- / LOT. - -_ \ :. �, _ P FIR HYDRANT . _---R =�-�-� �\\ \ ,� 20082 SF r- r- C� t ) _r \ . C. • 972 SF � l `�i 2 3 ! � w L T \ 99 - �4 r- \ ., O \ ASSEMBLY - .�-- �\~ t' :� LOT 54 / 4. _"_- �, a�\ •, / 'L'..'. �z:. ---_. 6x6 TEE s �.. .. 1 1 1 1 . k \ ....20035 S.F.. . y ,\ P FIRE" HYOFdANT ,. , - /y _ \ 20149 SF \.. \ r'`.. LOT 79 l .. 1�6 . G.V.. . Z ,. I=MBLY r' S P 4" SD / _ \ \ t `. \ , \ �� � ,t tt ,---� ... \ � {P . :C). / t) R 35 PVC. . . ` 6"x4" REDUCER ?ox'. r __ \ \ '' , - 8x6 TE 20002 SF / G.V:... l op - . '`z. \ \. ,1 \ \ { \ // / SAN. LATERAL (TYP:}.. r . . \ w.\ ,� \ . . . i` .,-.<- . i \ .V. ____` s, \ . . . . . . . . . . . . . . . ./ / ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . � \ � \° , . . . �. r ' r. . . . . . . . .. T ... . . . . . . . . . . . I _ _ . . . . . I /. LOT 105. a\ a�' �, \' \\ l 8"x6" R UOER �._- I �. k \: , ,✓ ; ./ 1<- \. ... .� m ... 1 1 1 1 ... \ � MH 12 LOT 81 r �' t.� .. �\ - i a-s'~G.v. \ \ 20021. SF� - . . .. � \ a, . \ . �\ \;:1\ -'� . . . . . 1 O' STREAM BUFFER �__ . ;.. �� 1 1 1 1 I I .........20008 SF MH 3$ .. _ P 4=�a° BE D LOT .. 30.. \ \ -" '' - -, I --- �---_'_` --- . .r1 ,.. ` ; __ L.OT 46 . / \ o \ ... ...... \ ---. r' B SF \\..a \ _ -- -! .. .. LOT : 66 I ` ' - - 1-4'' G.V. MH 33 \ 200 31. f_ �, \' 20.359 . SF l i ..... / �`- \`\ \ \ -- .. \ I . \ . 2Q176 SF. i .i \ I /� PROPOS D-- � '_ . . . . . . %`" \ \ \ 11 1 1 'y LOT.:.5.1.... '� '\ / I I....... ,�.................. .. �T {P) 4 CL'. 53 D:L W TE LINE \ - r . --'' .\ \ . . r \� ` \ . �- '' . \ / 1.... L{�T $0 I �. \ \ \ Q ,moi tV N ^ l N \ \ \ . \\ \ .... 20149 SF..... t . / �. 20004 SF j LOT : 100; �. oo ,� LOT'' 106... . \ ` f ............... .20058 SF . `\ A\\ \l' \ / '� 4 \ ♦ . ... .. "� \ I . I — . ..--- . � \ � •�\ '�' \ / � .. � � •..• .....20006 SF ... � ... - \ \� \ ...1 \ . 1 .... 1 . 1 1 .. ' . r% ,. \ \ `/ I gip) 1„ COPFEf 11 1 1 .. ! .. 1 1 1 .. 1 .. \ ... .... \ ` a� ..r r' .. ! „--- .............. \ ../........ ...111.1... MH 11 1NATERLI ESP.) ( .1111.. \ \ �..� r,\ . \': -,.r . ...... 1 .. I . , (P) 6 L 51 D.I. WA NE � .. ... � \\ 1 1 1 1 . I j �� ............f LOT - . 31 . �, \ �' `\ - 1 i / r '� i \ .. .. \ �,\ , \-�T 45 .. / MH 6 LOT ; 65. �i .........� ___ -- .............' \ .. 20018 SF .. r\ \; \' ; . �\ \ , - � -- -- .. r \ . \ SF .LOT . 1 ... . 1 1 1 1 ..... I .... �..� 4, ,\, . ...20228....... , r- 1 1 1 1 ... \ / �.......... 07 \ -- \ \\, \ . ZOQ29 SF x `D .. ( \ \ \ .` '` �\ ........ ♦ ---�'............... , , `.... / � � END \. � . l . .. �. k \ , . 1 \ \ \•. . . . . . . � ,,.--FIRE HYDRANT . m • • ... �. �r / ......., P / ASSEMBLY ' ` ... � f � C5' LOT 52 ... . f RIVANNA WATER & SEWER AUTHORITY (RWSA) _ H 3 1.gn G.V. '� m ...20085. SF k ✓ �' -'' . / _.. r_ ..... .-- / \ ` M 7 I // c'7 GENERAL WATER & SANITARY SEWER NOTES , / . . LOT .: 101 ... ! / > FEBRUARY 2011 ` �. �' `' .............. �.. �%+ 20078 SF / d '� �:i / / 1 ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER t , / // X ' ,� f j ; -f' \.....LOT :.1.04....' AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY t \ / ./ . ,/ . . I \,� 20065 Sf /'`''x / o LOT :.64 1 1 1 1 X - It 0 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. ASEti9�N PO D �� \ 20021 SF . f \ . / PR ' V R W+QTH , ... .... ,I S R \� i Q 2} RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION �. 1111 .. .. . . CONFERENCE SHALL BEHELD WITH RWSA PRIOR TO THE START OF ANY WORK. t . \ a � I / �\ / C t P IRE HYDRANT TRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). . LOT : 102 3 THE CON �............... () / ) � j � / �j. {P) 10 PRIVATE SAN, �` �\ ... � � � CN7 0 LOT : 53 . .. ,� + 4 RWSA ENGINEER ICTORIA FORT AT 434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE 6" G.V. LY 1 1 1 1 .. I �.. f % tV ( 20041 SF , LATERAL EASEMENT (TYi\ \ 0 a \ k MH 5 1.6tt G,V... LOT.:.62 . 20105.SF 1111 \ / 1111.. .. N. '. START OF CONSTRUCTION. ... 154 SF .. .... . . 5) ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT .4 6"x4" REDUCER � /. � �� �,x°� N � . .� \ ; 21 I l \ / 5 :, COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUC1hED ON RWSA FACILITIES ON \ ,-, LOT ; 63 .. . . UT SPECIAL WRITTEN PERMISSION FROM RWSA. '' -'' \ � ' �" LOT 61 22016 SF' . i' O WEEKENDS OR HOLIDAYS WITHO A L T :.-�P)1° C ER 20570 SF... ,r- MH 3 :103 Q � TIE-INS TO THE EXISTING S`x STEM. ,t ` k .1 1 1 1 .. j \20002 SF ....... . . \ 1 1 1 1 .. - b) FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR" /WATE E {TYP.) . , I LL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE', TO THE SYSTEM. ; '�\ ! 1 �' MH 36 �. 1.1) A� = z A j \� / J w uj 7 THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILAIBLE AT THE TIME OF DESIGN AND IS \ i 1P)� � � w �'i / . \ ?ox � 4" G.V. � �..`, / _ N,:�t{�����'� _ I NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE; FOR I I VERIFICATION OF THE y . '/ w ._• LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL it . MH 4 I \ "` r IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE H LOT .: 54 r-�911• NTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUC'T'URES FiROM DAMAGE AT ALL TIMES, �> WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BIE REPAIRED BY THE CONTRACTOR 20033 SF \ ✓ H Q i . �\� : ;; �, 1111 . ,.. 1111 L DITIONAL COST TO THE OWNER . TO THE ORIGINAL CONDITION AT NO AD r, M H 2 . . . . . . . x �� 1,, . Y ' ~� 0 0 ., ... 1,111. ,1111: - ILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL ... 1 ... 1 .. .... . . . - - 8) EROSION AND SEDIMENT CONTROL FAC t O . V�. L.OT : 60 ...... I . WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED .----- J W � ,/ ...... W.... .. 2(0664 SF . . . . . . . . . V ~ 0 OTHERWISE BY RWSA IN WRITING. �. 9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRIUTEN PERMISSION AND RWSA \ . , . . . . . . . . . . . . . . APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE1-BLAST SURVEY MAY BE REQUIRED. \ � / / �� N . ...' : . FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPINCG AND/OR PRE- AND POST -CCTV MAY l / ... U : 0 ��- / / \ \ o x PROPOSED VDOT EC -1 CL I RIPRAP Q) 3 ,. BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONTAL ENGINEER STATING THAT THE i , / ... \ �� \~ W/GEOFABRIC UNDERLAYMENT w PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES• DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE \ \ �' '- ti f LOT : 5g ~ . \ \\ �, W1=3.25 ; W2=15.25 ; L=14 D=2.5' / X LOT _: 55 -0 x REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST 'TO THE OWNER. \ 4" -CL. s3 -D . W ER _ \ -� 0 10 THE CONTRACTOR SHALL OBSERVE MINTN[UM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS 1 \ \ , .. 20023 .SF 1111.` ` 20057 SF' \. \ \ \ ` . W . . . . . . . ° o %� . .. . . (P) 10 PRIVATE.SAN:. . >,, ;... ::. MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVTIDED FOR THE EXISTING PIPE. THE \ .. / LATERAL EASEIUIfENT TYP. \ \ �s"�0` AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRANGLINE OF THE EXISTING PIPE. \ LOT : 57 ' l - { ) a 0 I Q .. LOT 58.... , � \ U) 11 NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHEID AND HAVE WATER SAMPLES f \ \ / / 20758 SF� \, I o i ------- LOT :.56 ... APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF . . .. . 20202 SF . . \ •\ � � �; W l 1 \ FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER \ \ 20046. SF . / I I 4 z p SYSTEM. \ . /. � . , . I. 1 M H 1 B \ \ A" W w 0 w o 12) ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THIE NEW FACILITIES INTO SERVICE. 1 I . ` � . / I j I .:--- . . 'x . . . W z 13j NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. 'THIS INCLUDES BUILDING // =" U PRQ�ROSED SWM ACCESS &� Ai ENANCE EASEMENT 1 r- \ z .s OVERHANGS RETAINING WALLS FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETG <. R .SA. ACCESS EASE . NT, 8< A A ACCESS EASEMENT .. I I .. �� }- w -� > / PROPOSED 20" / (I� (n z c 14) TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. = \ I I ACSA UTILITY EASEMENT MH 1 \ . . . . - W J \ , .\ \. 0 r �/ , f .. / 00' STREAM BUFFER . 1 � ...... - ,!;:.,:,Y:=�v ��' . .. .. .Q W \. 1 \ \ \ L a . . .� . / / . \ �............. .� ..� , Q„ s. o pC °' / xo L 20' R1N MATCHL.INE.- SEE THIS. SHEET . - . \ = . . . . . � / \ _ /-.r:= .. . . . . . . ADDITIONA SA o . \ \ \ x / / . I \ . , . _.___ .. �,,,.-� \ EASEMENT PROVIDEDIN / m m S z . / /� / - \ � PHASE 2, 3; & 4 / O c SWM .FACILITY ! / o 0 PROPOSED 20` RWSA / / ---_ , p D \ / 5 \ \ / / / � ADDITIONAL 20' RWSA AND) ACSA ACCESS AN /. /. / /. / \. � . . . � N . . . . EASEMENT PROVIDED IN UTILITY EASEMENT /r' / / I r- . ... \ �. -- -- - - -- - - - - \ -� ! �/ Y / \ . . . . . i . I / ) 0 ? 7^ T 7- j.- �C ^T P�IASE 2�3, &�4 T- �- r- 7 7 /- ! / 7\ % ! �/ 1 /� / \ . . �J� r . %. �/ I � o / / / / / - j - / / . / / /- I / / . / I I . /_L. / - . / . .� . / . / . . . X/ . / . . ----_ .•X-- ___._ ---- r \. \ \ i % . / I /' _ 0 / : / / / / / o . / / /T I �/ ��... / I EX CZI-MH-81 I . / / / !� . / I / \ �-T' . I / ; . / / , . t5 r_ l 1 / / / /. / I / / /. / `- _- . -_ `--` . �',.. .. GRAl�HIC SCALE ax I 7� � -I- � 7- --� / � __ 1 � / f= f �- -1= �- /I I -/ / . r . . . . � . . . . . . . . ., . / / o �, / . / / / / / . / . / j / . / / / . oo / // / / \ ... c -'". - � .Q" .. 50 0 . . Zg . g0 . . 100. . . 200 \ . 1 . . . . . . . . I . I. / . I ��I/ 0- Lnn -0 i-. ! / ~ �� .G .. I / . /S I - SL --7---. I -e- �--/ `.S- SI S - S . ///. I /. i / I . _ o- WD. -�" . . . . . . . p WSA 5" UCP S WE ! \ •e 1111 �`'8---•., - 1 \ \ / WSA I C S E / l� / � o -o o-� i' / / / / / / ---- /---:/ EX / M H / / J / E M �/ _- - Z! M H - 81 i / . ��/! JOB NO. Q c - - - --� --� _ f - I % / / fl I / . C7/I- H--83 /. J , T J . / . / / ./ / . C/ZI H-82/ .. I . 1 E WSA S W I CON �CT�ON / j TCF : 541. 4 / ' \ \ ` . . . ( IN FEET) \ . \ . . / � Z / / 112�i2 u) 1 �>_ SEE SWM SHEET FOR DETAILS / / I / / / / / / / . . . . . . . . . . . . . . �� / f. I I / / / I / �I 0 ES ON HEFT 11 / j / E INV. X35 \. / ///. SCALE ° 1� inch = 50 ft. /. /. / . / /.. / . I . 100 -YEAR FLOODPLAIN . . ` . / / �. /y . /. ! . // . //I !t _ i ° v / / . / / / / /. / ! // it . / /. // j/ j/ .//. TOP F / /. / �.�1.► & 900 STREAM BUFFER \ \ , / . / . / �,� / . / . -- �J0 / / / MATCHLINE = SEE THIS SHEE � / q / ( / / . / . / / / / / Mx WS czi-MH/-81/ I . I. / / . . I l I / / . / / / ! / / / / . / ! / ELEI'/=51.94' / �. \ \. ® /. / SHEET rvo. o > / / / / j / / / / / / / / / �--- - , _ �I �/ l � / . I /. / . / / 0 / / / / T ` 7_ . . . PROPOSED 20 RW5A / / . / / / I / / I l / / � _ - l - . -7 _ _ I ,j_ - � . . ` ADDITIONAL 20' RWSA . . . . .AND ACSAACCESS AND , � / � / / . / /. / . / / -� / / / / / /. / / / ��_ _L- /. / / - . - - / / / / - _ / / �. . . . . . I 21145 sr.', 222. . /� , /MATCHLINE SEETH SHEAT February 6, 2013 �� o / // / / / ® �. ' '� .. �. �... ACSA GENERAL WATER & SEWER CONDITIONS SEE SWM S TFOR DETAILS �, .% , (P) 1 . D�WATE NE: .... ................. ... .... . . . . O� \ (�' \ 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) LOT. ; 136 r' —� `SCOTT R. COLLINS `Z - 1a INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT 20018 SF .. ` THE START OF THE WORK. v No. 35791 � J/ f / / / / r \ . �A _ -- 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT K NECESSARILY SHOWN ON THE PLANS AND WHERE ,SHOWN ARE ONLY APPROXIMATELY CORRECT. THE LOT ° 131 .� . . . . . . . .z „ s .. , \ MH 26 `� .20023 SF . . " '� . . . . �10NAL �1S a � \ r CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS "; ,u"SWM'FACILITY G�)'S. C'L..52.D.1. WATERLtN NECESSARY, \. / / 3. OF THE GENERAL �/ \ ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION LOT.1.3.7." .'.'- . -�' WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA, .4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001), / 10t? STREAM BUFFER \ / / l \ ......... 20485 SF" 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE 3 FEET OF COVER MEASURED FROM :.4.w. \ ... PE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS OF WATER LINES ETC. iJ / / \ 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. MH 25 8. ED TO PROVIDE ADEQUATE RESTRAINT FOR THE E -� �......... VALVES ON DEAD END LINES SHALL BE RODDED U T T O VALVE /222.......2. / / 2222 / DURING A FUTURE EXTENSION OF THE LINE. / / " "\ 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. H � / 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING Ln \ LUT. ";. � 29 \ W 23510 SF P 4'; SaR 35 wC BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING � SAN. "LATERAL. (TYP.) Lafi:"128". �. WATER ACT). o P 8„x$„ \ / / .20.10.1. SF' ” � �. (} CROSS ` �'' ' PROPCOSED VAR. WIDTH NOTES: > 3-8" G.V.MH 24 . �... ........... . . cui t ACSA UTILITY EASEMENT 8'X6" REDUCER =5 . . . . . . z. - P $ 2 D.I.D:I: WATERLI E { ? ......... CONTRACTOR SHALL VERIFY ALL TIE IIN ROAD CONNECTIONS FOR WESTLAKE HILLS ROADS TO ANY ROAD � -. _" . . " .. , " � _ f EXISTING OR UNDER CONSTRUCTION- CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF (P) FIRE HYDRANT . --- ,:. ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED (P) 8" L. 5 D:1. WATERLINE ASSEMBLY :='., '— MH 23 f " LOTA27 127 ! \ ROADS, CURB &GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AND ROADWAY r ^' 2 8 x6.TEE . .. ., �.:...:: , :.. •. ":2222 �., :•.: �; .,:: -2:222.. . 0* 1----'. f " 2222... <:... .."N11111..._ ..., �" TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED 1-6" G.V, ' ` \ " " ...... ...... 2, CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT T THE SANITARY 203$4 SF f " LCL \ i LOT .. 93 ,., .. -- I....... " ... f (,; .., N C 0 S A Y SEWER MANHOLES TO cr0 (P) FIRE HYDR T �. 20770 'SF ':.: 11V... .'.'.'.'. W..........'...'....... ASSEMBLY" . . . ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS, . . -�: , ......W ,, .,, . .222....2 3. CO WORKSHEETS OF ALL ROADWAYS, PARKING LOTS, --- ' ' �` ' ��" 8x6 TEE " �:.:.. ........ 2222.., / / '�O:126--/f `�- _ ,; Tf NEYSAMAONHOLE TOPSAND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING DRAINAGE 2222 2222... �-... V1/�STHA.s v. . 20777 SF f ALL .. LOT'.. 92 ...... ..... .... !.............� t- .... �., „ OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIORO CONSTRUCTION. COLLINS .. 2222 .............. �-� ..6. 8 z6 RED�JCE �N....... i 1 21753 SF . �:.. `-~--- R�iw.j,.. -r. : �=:. P 6 CL. S2 D.1. WAT LIN �... ENGINEERING SHALL VERIFY ALL SURVEY SHEETS To ENSURE POSITIVE DRAINAGE ANDPROPER .! ...' :. ELEVATIONS FOR CONSTRUCTION. .. .... 8� x62 TEE �..." '``- ........ 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. 18 .LOT . 91 . 1-8,,.G.V, 22071 S.F x \ / DED , , . 20180 SF..� 5 ENCASEMENT IF NEE f .. ---- "�" CONDITIONS FROM BORINGS WHICH WILL BE TESTED AND INSPECTED PRIOR TO ...... P 1" COPPE . THE DUCTILE IRON WA LINES HAILL BE O P 4" "S' R 35" PV w t k BASED ON SOIL C 2222. LOT.' 90' .' t - '' ✓ r I .. 2 2 2 2 .. V'7ATERLINE (TYP,) �, / 2 2 2 . \ SAN. LATERAL P. f f ` CONSTRUCTION MH 15 \ LOT'. $9 " , 21304 S F ,,.--- '<., � LOT :124 .. ( L OT 11.6 ...................... � f Y 20132 SF /. \ t sY ` / \ LOT.:. $8 21953 SF .. f P. 1" COPPER.:. \ {) �y ...e '" : 2222 :":... 2::222.. " 2222.. .a .. 2Q022 SF " ............. . / o ;; :.::..:" \ \ Y LOT 123'' j 21594 SF P) FIRE HYDRAN WATERLINE {TYP. 20001 S F \ / ASSEMBLY L_'.. \" ..................... 2222 ... 2222 ,, ..'�- ..........LOT -.LOT,*94 �' I PROPOSED VAR. WIDTH .�.� .� � '� \ MH 22 2222 ,i MH 16 81 TEE . - - zo+� \: _ " ,< ........... o." ACSA UTTCITYASEMENT C \ .............. 6' v 21055 SF f / ................ X ) 6-90 BEND\... ` / / W `"` ✓ -' _ _ FIRE HYDRANT -`tel ASSEMBLY ... ... „ v3 -- o -6 G.V. L-" LOT.... r- - 1 / z /\ J. / \ / . 2222... --'' --- I � 20224 SFuj .. .. 2222 . R: b .. _ - LOT. 115" / / / / �c v 1 I z z :N k �fl055"SF \ T - S ........ '... .:, �. , .. � P 1 'COPPER \ 2222.. , w w 2"2'2"2. ..'.'.. PROPOSED VAR. WIDTH O I d / 7 / " / I c� z WA b.'. LOT : '122....... z W r TERLiNE.. , P. _ '� 2222 .-.- ACSA UTILITY EASEMENT 2222 ____- ,22.22-- / .....� . . - { ) / /3X2 `` \ / �/ /\ /. /' / o _ 0 0 c„ .222.2... .. �; 20059 SF / / a L L"OT . 95 T / / c LO $5 �,". / / / / u (P) 6 CL. 52 D.I. WTEI E t ... 20.325. SE 2222.. I k. :; \ 2222.. "� I \ / U �- �- 2 30 "SF .. 1 2222.. Q i / . \/ . / / . / �, Z a o 00 ' �- `� � cn o '. (P.)"AIR RELE E _-- ..................... ... 0 _—� ............ \ / / / z -j +rce -LOT:- 75. �� - LOT , 11$ ... - MH 19 SEE RWSA SEWER CQN cTION/ . / a W I . _- --- - VALVE f �" .... '�."`' NOTES ON SEET 1 / / / / b a a r. . 23270 SF i .20120. SF . �! / / / o / / / > z o 0 Ln \ MH 14 M H 29 f / 2 2 2 2 .. MH 21 �,�`►-..,,,,, ou— --- --�2 ___ ___ \ / / / cn V) .......2222. ...... - LOT. _ .1.1.4...... / \ / 2222. ... _ / / L-- �' CLW �� / 20002 SF........ n COPPER o -- f \ / 'Lu j' j \ . LOT ; 1.19 ... LOT : '1212. / / / WATERLIN {P. f Lu .... 2 ... 2 2 2 .. LOT: 96 ......... \.. f 2 2 2 2!.. 24042 ;SF . ' �- 20045 SF " . . . . . . . - k. ' / '\� .. \ {" 10' PRIVATE SAN: t ..... \ = I 1. 20054 SF .. ... �.. f '�. '� \ / /. ... . . LAT�ERAL"EA$EMENT�(TYP,). . f EX CZI-MH-137 LOT:, 76 " I I \ . WATERTIGHT LOT_ 84 . p 2050$ SF i I {) 8 CL. 52 D.I.WATERLI E ✓ i� .. f I 201$ \ ............ . . i \\ (. LOT; \ .. f FRAME & COVER `. .SF % (P) 4", SDR 35 PVC .. . .. .. . f _ �....... ............. \ f r " \ / 2"0049 SF `....... SAN.'LATERRAL�TYP:)- LOT 113 2 2 2 2/ \ /" ........ (P) FIRE'HYDRANT .. \ . 20$48 SF... f j /... \ \ MH 30 ....ASSEMBLY / \ / \ C " TEE (P) SW \ � f \ � M ACCESS AND M�NTEN CE ... ' W MH 35 . \ / W FIRE HYDRANT . ...... . .. ...1-6 G.V.. , (P),41rSDR PVC//. . .. �. . . . . . . .. . \ . . ...... J EASEMENT .'3<. RWSA/AQSA ACCES i . P . . . . . . . . . . . ~ r — � c i c`o W "o. AN. RA 'fYP + EA M NT2 2 2 2 .. / / n ,q N � N ..... - ........ ASSEMBLY (jJ. ` ...... ....... i'' a. {...)".......... f 2 2 2 2 . ! `- ua � - LOT • 77 \ ' „. LOT 97 . / /� / \ oo i 1-6 G..V. \ „ \ 2 450 SF' 6x4 REDUCER' i.l.l ` , 20098 SF / 6 CL. 52 D.I. WATERLI E 0 2009 Xw: ,. Z j LOT.:. �.2 f ".......... P 4" "CL: 52 D.I.WATERLINE !� \ f /� ... \ o '-fi ;:` : a,.r ;.: , / / i 3 / 20283 SF . 2222.. 2222.. 2222 - - \ �•K<i �'.^;,•v�: �: w` .:tom,:; n'. \ / d _ � LOT. 83 r \ � � � \ \ / ;/ i �T\ / WATERTIGHT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES 1. 2. ti 4. 5. 6. 7. 8. 9. 10. Al s WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNT' SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY AI PPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY' (1-800-552-7001). ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS iNCLU�DES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUA AE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). E '- E m c E " N \ E u w� F- o � '�' E cr a LLd3 OJ �0 �m q Li O E LA E r (7 Eul -0-N N j O O _ O 01-C> o E.c o E o E�E 0 m Ln 'co � r�G? _ 1 10 LO ~ NE w E Nom° N wQ cow, _j o = 0 E <E E- E E LJ LO Uj�U u 1, m U -E rot N E E w \_E Lno Om 00 0 <e a a 0 NE "a E nE (0E o W N N - m N �y Li. 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S+D Ta -25 LLt-1 A FA IIC PAYED (OVERLAP (OVERI.AP 7.OQTEATILE aRAT T{3Pi TOP OF CUT PAY MS FQFi'""., iTYKAL? OUTLET TO PA"4EII 1T 1*I�Ifitl ACTH 45" v DOTCH LINEELi 4i1f MR LAC COl ONATIO NDEIRDRAIN CO -1 AT LOWER END OF CULT CENTER LIfi SECTION TRAVEL LAYOES (WITH TYPE I SELECT` MATERIALS � •� .� �«� TRENCH PLACEMENT '� Av ... F K% WITH 45' + -- PTE .AVEN7 SURFACEL4 BASE TLE OF FXL cs O ass 0SUBBASE Iz caTcx<a -r+ ca. Fa v; esr o a: to es= SELECT" MATERIAL. TYPE10RI dTYKALI iia? A M --ATE, 0a )amuit ta CRUWD CLASS MUTM #4 GRAIDA710IN RMXWACM- FLAN "VIEW +� wwgxTu Mm#w r (PLACEMENT OF CID -1 COM16INATION UNDERDRAIN) OR tee-- PAVEMENT SURFACE & BASE 0 0 c� C, AW OR ClEOEl}+iT STABILM BiaI LI ATEMAL Tom.I[ Mil SUIMA�M (CT'Til NT OR LATE VA$i6,i� ) A • �'. "" 057 MCAEOATE, 08 AGGREGATE OR CRUSHED OTE XT GLASS WTO* #4 ORADATIONi REEQ4IREMENT5 GENERAL NOTESi:'�6l?I� §v 1 T ALLY TED COMISNAATI SAN WILL NDT BE s, MM � A'T 7H* F9I *HEN WTH `S14SE AW LAK AK STAMINP, 2. IRENCH S#iArLL TAE FIS L€Ek , ITH �ti�TE 90 iHR'Oi�'IM Y H" TMnD TO N"E �QMMi+A ,&; NON -PERFORATED OUTLET PIPE 3. OMTLE'T PIK SHALL SEl N AT T#fE MEOW OF THE 'MAVEL Lem PAVEMENT J SKALL f PLACED 9N A GRADE P*AL,LEL TO TW *W.NRl SL 3 X Ilii, 13 X DESS RAI& CRA'E: CRUISHM STREWN 4. ON SCUM AA,110 IAt1TTER 311414» WIRE IT IS IYhFCa"'"i.,�ilB'LE TO OTHERWISE PROVIDE 01iTii.ETS �'ddYR iRDRA�'IS, TKY AAC TO 9E LE401!1 $4 AS TO DRAB INTO MOP ME t PIPEAit 1� 7; #°` N. DMiYWETER 3RIIM,t Mi" ATER WILETS Lilt NCl�i, pl, S►6DIOTFT WALL PVC "a S• ON 'SUPERElE+VATED SECTAOiNS, TIS LS TO BE UNDER ENTIRE PAVEWNT OKA x1.40TF1 NVri1L f 70 PSI XXX 70 P'S1 ** 'IRTH OUTLEET PiPE ON LOW SIDE OTt'Y, 6. SRT ELE:)tATIOIV AT OUTLET END OF OUTLET PIPE TO EE A OF t" -O" A180W IIlAETtT ELEEVA"TON OF RECVVM DRAdM4AUE KOH OR: STRUCTURE. x WALL TT�SS Om- S 7. FLCONWCTIMOP WSOW MIG STffl4TEM}AS 111E CUTL FT'EFC+T2 IiliLEr PPE A T[? 311E TESTA A=RDMVFi 7o Arm Dw2412 AT 5X DEFLEE71011, 6 4SITLET P TO OE SECURELY 47 CTED TO EW -112 D OTHER i NT{t41L'TLW dEi&€ OF RAVE? §ZUE7IERI STANDARD COMBINATION UNDEI�DRAIN IrOODAiitl � ST*MAR (AT LOWER EIS OF CUTS) „ T V CURB MD GUTTER 1 1 Dhr VR%O DUA R7MEN7 I OF TRA10 RTATOON 501 701 .D,t _IEP " NOTES: }. "W MAY K RMUCED UWL Vt REAM$ A AOFIiMUr'4 OF 4°' jj�...; PROAARY 451F GT1QN7 T1iEN6Ti T1d1T7i UNN LINE PAAVEAENt PIP$ T� Y Cd CC1HlN E '- E m c E " N \ E u w� F- o � '�' E cr a LLd3 OJ �0 �m q Li O E LA E r (7 Eul -0-N N j O O _ O 01-C> o E.c o E o E�E 0 m Ln 'co � r�G? _ 1 10 LO ~ NE w E Nom° N wQ cow, _j o = 0 E <E E- E E LJ LO Uj�U u 1, m U -E rot N E E w \_E Lno Om 00 0 <e a a 0 NE "a E nE (0E o W N N - m N �y Li. 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S+D Ta -25 Q A FA IIC PAYED (OVERLAP (OVERI.AP 7.OQTEATILE aRAT T{3Pi W-4 • AGOREOXTE STABILIZED OMN --^-•� --. "" ... .»,_. ..,._l.. TYPE OF FIFE CRUSH04 STRENGTH' WWWAN SHALL 19 rNTEmp "m cum No'Gi117FA YiEQ}TEMTII E FAQ W.T. A" ►d9NL Ei9NdIETER d Sp 1'_Ow AT TRPS PAS ai1CAIRDE QE7pTE?DTLE DRAW" FAW 6 GRADE � Ja (OVERLAP I -Cr AT TDFP �PAVETEa�t1�� SHEET NO. n o R - Lir -! PAVEIIENT^ �ri4Y..yS - ' 1 . ANDER COMMERCIAL ENTRANCES :AND FOR OUTLETS 17AR dEiIOE LIF P 1tET3 STF DETtA 41IiTLET 5, i�. MA SEE NATE AT #8SRA DE T Pft 2k, 1 PA0" AGOPC ATE OR ClIUMCD SEE INET£ t CLASS MEETING #8 087 AGGREGATE, #e tt "PIPE VARM i iDAT FiECUAIEtIENT,. AQGFaGATE OR CRUSHED gc dEi&€ OF RAVE? §ZUE7IERI %A415 ME>`TM #0 ~EKITEXigE BRAINALE F"40 �RAi`i1ATIdj4T REtIfrENT, PAVED SHOULDER SECTION CURB MD GUTTER SECTION Vp Pt IS P TA UP TO ELBOW PIPE 15 PEMtFESiZATE I L CIDNNEG IQhI _IEP " NOTES: }. "W MAY K RMUCED UWL Vt REAM$ A AOFIiMUr'4 OF 4°' jj�...; PROAARY 451F GT1QN7 T1iEN6Ti T1d1T7i UNN LINE PAAVEAENt PIP$ T� Y Cd CC1HlN : OF WATER FLOW FA �p . l ib OF THE tAm PERFQNRATffit -£S out- T 1'11 fm TIIE how EWERS Tic CuLve Tk #57 AG GATE. #S AGGREGATE OR CRlt51{Et7 PIPE ING GLASS MEET#0 GRADAWN REQUIREMENT, STV,UD^4 RE&D. 9' Sf�.iEl-4 REd�a DITCH OR RE CURB AND GUTTER SECTION (FOR USE WITH STABILIZED -GRADED SHOUILDIER �ggiF1t'&V'�.t11ai1 ' I EIT' ]R SQUARE 4D! WYE PAVEEMEIAT EEYEL Ems, C NNfEC"tIt7N Ep 1 3. ALL CAST IN -PlACE ATE TO BE CLASS A$. Ft* PfWCASTi' SEE }1, Cott SHAILLow rLLS. WHERE 00WALLS W VOR LESS BELOW SHOULDER PAY LAWS imT 'Wt02,L .L 4" lA #iliilt, PROVIDED A"AMG M CM 4" OF AGGFlIE0A7lE ON TOP Cf PIPE. FOR OUTLET 4.,'TM STANDARD TO BE USED WITH STRAIGHT CROSSMS AND ALL 2_ WHEN THE LOWtiRM& PIPE CONNECTS DIRECTLY ALTO A DTRMWE STRUCTURE PIPE to t,'Ri W6TH WHOP NLET. YAN14O.E, ECT.). NON-PEWORATEiD QUTLET PIPES ARE NOT REQUNW. 45' ELEtp W „12 BALL -I BOXER VALVE 4TYPi5"rA1iI WITH INVERT OR W #4"A LL.S OCCUR OUTLET PSE . EYR'T NO SCALE COMMERCIAL SEaEW" OR �W-711 �. 4k PSS TQ M MT&E€I tali % 1AN. [3% D1eS7RA Ei SiRADaE AND PETIFORATED ENTRA1t E UNPAVED SPACE EOa PL RBRAWf STANDARD PAVEMENT EDGEDIRAIN LtaCA EVERY ' l EI1TL9 { AS No E[D S34Y A4iS» P ROAD AM SR= STANDARDS YEA Ii VARTMENr OF TRA PMATION TRENCH WITH ePERFORA� ABATE PFE 240 251! sot 7$I SHEET I or 2 RMSM DATE 1D9.46 E '- E m c E " N \ E u w� F- o � '�' E cr a LLd3 OJ �0 �m q Li O E LA E r (7 Eul -0-N N j O O _ O 01-C> o E.c o E o E�E 0 m Ln 'co � r�G? _ 1 10 LO ~ NE w E Nom° N wQ cow, _j o = 0 E <E E- E E LJ LO Uj�U u 1, m U -E rot N E E w \_E Lno Om 00 0 <e a a 0 NE "a E nE (0E o W N N - m N �y Li. 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S+D Ta -25 Q A FA IIC PAYED (OVERLAP (OVERI.AP 7.OQTEATILE aRAT T{3Pi LONGITUDINAL PERFORATED PIPE UD -4 • AGOREOXTE STABILIZED OMN --^-•� --. "" ... .»,_. ..,._l.. TYPE OF FIFE CRUSH04 STRENGTH' • GRA DRAINA' P# ► N1T = + '^� W.T. A" ►d9NL Ei9NdIETER LAYER_ %eSAU LAYE1i l%=TH W&L PVC » 6 GRADE � Ja CORRUOATM PE AA SHM T14-.262 SEE NOTE; 1- #67 AGATE, ACOREGATE OR CRUSHED SHEET NO. n o . pq_ CLASS M # GRADATION REQ. NON -PERFORATED OUTLET PIPE. FOR USE ANDER COMMERCIAL ENTRANCES :AND FOR OUTLETS 17AR dEiIOE LIF P 1tET3 STF DETtA CRUN VK TH TYPE $ NW.T 4'9 mom. DiAmETER PAVED SHOULDER .SECTION SMOOTH WALL IVC ,103 (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) N&T-A WAI L PE TO PS MAX UNDERD1tm SHALL BE CENTv ED LIVER C11RIt + GUTTER. x WALL 1"Clumms dl" - b1cws gc TESTED AO=M`It3 To ASTM D-2412 AT .S# DEPLECMN.. ~EKITEXigE BRAINALE F"40 (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. (OVERIL* 11-01, AT TOP) TYPICAL METER BOXES STABR ITEts -ES $14001DRAB L OPEN MADETA LAYER NOTE s? _IEP " NOTES: }. "W MAY K RMUCED UWL Vt REAM$ A AOFIiMUr'4 OF 4°' $ stwRTASE LAY S-^ !" r'*.'.€*: ! •' •.- *... ..,w UNN LINE PAAVEAENt PIP$ T� Y Cd CC1HlN SlA6A+CE ,...� �p . l ib OF THE WE NOTE 1 -£S out- T 1'11 fm TIIE how EWERS Tic CuLve Tk #57 AG GATE. #S AGGREGATE OR CRlt51{Et7 PIPE ING GLASS MEET#0 GRADAWN REQUIREMENT, STV,UD^4 RE&D. 9' Sf�.iEl-4 REd�a DITCH OR RE CURB AND GUTTER SECTION (FOR USE WITH STABILIZED -GRADED SHOUILDIER OPEN DRAINAGE LAYER) I EIT' ]R SQUARE PAVEEMEIAT EEYEL Ems, NOTES* Ep 1 3. ALL CAST IN -PlACE ATE TO BE CLASS A$. Ft* PfWCASTi' SEE }1, Cott SHAILLow rLLS. WHERE 00WALLS W VOR LESS BELOW SHOULDER FINISHED GRADE imT 'Wt02,L .L 4" lA #iliilt, PROVIDED A"AMG M CM 4" OF AGGFlIE0A7lE ON TOP Cf PIPE. EDGEDRAINS IN GRE AREAS 4.,'TM STANDARD TO BE USED WITH STRAIGHT CROSSMS AND ALL 2_ WHEN THE LOWtiRM& PIPE CONNECTS DIRECTLY ALTO A DTRMWE STRUCTURE o' -is' WHOP NLET. YAN14O.E, ECT.). NON-PEWORATEiD QUTLET PIPES ARE NOT REQUNW. 9. %�' CtHAWER WAY BE "OVIM ON ALL EDWS AT A;iAi+iUFACT R'S CIP"I"IGIN. RT �Lg1jA Ai T 4F � TOA I I`-4»' ' &WM 't!R BALL -I BOXER VALVE DIVERT EItATI N of WC 4 OM StRLAC . WITH INVERT OR W #4"A LL.S OCCUR 4. ALL Ot7fArECtTiB6 (ELEIpW5, W°"YESi ETO.J WITHIN PAY LSTs Fi1TT cTiitLET PSE . EYR'T ARE TO BE OF THE SAW CRU W REKTH AS THE OUTLET RIPE', COMMERCIAL SEaEW" OR �W-711 �. 4k PSS TQ M MT&E€I tali % 1AN. [3% D1eS7RA Ei SiRADaE AND PETIFORATED ENTRA1t E UNPAVED SPACE EOa PL RBRAWf � LtaCA EVERY ' l EI1TL9 { AS No E[D S34Y A4iS» P ENDWALL FOR ELLIPTICAL WIPE S. OUTLET PPE TO SiftSiJREL�.Y CTED TO �w^lz OR OTHER FER BRA TRENCH WITH ePERFORA� ABATE PFE I j STRUCTURE, SM OF E3LJl�.IF?i�'yOA4L iI?E.,�}0�6A,.VMT (SPAN x AlISg I T. TrTL 01A# A91GE4 Atd11I I'I R€SIFihTkIA PIPE SK41 �!�py�ne :q6 R ^� qp 1 I ii!" 21"} OR,, 24" '�»I OR V . 34 OR $. THE LENGTH OF PIPE BETWEEN THE WYE CONNECTION AND THE EW -12 SHALL. 8E ST'O. Ctm IMINE ROADWAY I RDRAIN BETWEEN THE LIMITS 4F �*L)L � L 01.313 J•Lfl-wl iN.>g51d 00 -tel w -i B �F"e"i� 11}.O #1f Y_i' LMA; TQ NOT MOW TFIAN T-4"` TO PERMT CAMEIRA KCTiON OF THE MAIN: t � OUTTEIR W ETTFER T CTXK 57'Ei. C11" COMMERCIAL EIN'TRANCE CURS) RETURNS & � TTTEIT f .'p +�kyyq}i.,Alil. .9M..1 rtlii 23a ..,. ....,. i Y. lA.R�'.,pi.. .2,^14r�,i 4.L. ." BE NOIR-PERFORATED PIPE. y.Ogyq-c": 2.11-91 211110 3'-D L CANNOT $, 1N STUAIMS VWN FULL i''E qH OF 5TAHI3.,M OPEN-WAADEDG. iLn 1 T-ve,.'11a 1Y1 -.s 5�"M . +1i...24 1. -^'71'qfl, -"3�" -Y' 211 -5" 2 -Y' CORPORATION STOP tT,!A�AT'`EMA lUANTNNEti UNKR .CU118 AND OUTTEH, NO. 215 AGGREGATE .+HALF+ � USED '� }'1.R.Ht1,1EF^�k M}- OR W -W FI 2"-3" c V-2» Y -W' 4-3" .4,,V . IN" i AND M97119. L 41-04 E 61-0"' 0,0" 01-00 ' T411 L NO, 1 SAL H3 Qll FROM 'TSF' Or �?a'h�1�E? OPIEWO 112 T&10 r 12Ipt - FIG. W-6 L�4YER�, B�AietP TD -9 S 11-21 -'E" SDECIPCAT141N �yT_Trk /v2.q-W �yT-1�0' �4�-5" pt,3"-!r n4' 1.! f?�'�y`.G %i 4""d' +i" MA'%"3li' 0'-*- V `�gf,#"�iA 0'-4%' 0`4 0'-4%' V -3% - CUM YARD'S OF ' TE VDar CtS}iG» PSE b 2dt n, i E87 M.319 2 7 7 REFERENCE STANDARD PAVEMENT EDDEDRAIN ROAD AM BRIBEE STANIDARDS 0 5d12 O 11'35 1.236 t6dTD tafl 2.A1 2 S12 2. 240 REYI�iE2N DATE MEET 2 4f 2 _. STANDARD ENDWALL FOR ;PIPE CULVERTS 5 S�,h VA DEPARTMENT' OF ITRANSPORTAT OB07 7w STANDAIMS 12" - 36" CiRCULAIR AND 23" x 141"" . 53" x 34" ELLIPTICAL. PIPES 302 DEPARTMENT OFF TRAN"TATION REvimm DATE 1 E '- E m c E " N \ E u w� F- o � '�' E cr a LLd3 OJ �0 �m q Li O E LA E r (7 Eul -0-N N j O O _ O 01-C> o E.c o E o E�E 0 m Ln 'co � r�G? _ 1 10 LO ~ NE w E Nom° N wQ cow, _j o = 0 E <E E- E E LJ LO Uj�U u 1, m U -E rot N E E w \_E Lno Om 00 0 <e a a 0 NE "a E nE (0E o W N N - m N �y Li. 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S+D Ta -25 Q COVER LIFT NOTCH 14 1/2" EWW1,u • 1 12 1/2- 2 3/8" • CTER73 (:: ° CAST IRON LID AS NOTED 6 L' 18" METER BOX � L S�IAP To BE SHEET NO. n o FL£I<IAd W} 1 17AR v a 1'xt'Y.I' TEE 18" *IVERT° PIPE SLOT (2 PLACES) (2 gc NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"-1" METERS) L NTS NOTES: }. "W MAY K RMUCED UWL Vt REAM$ A AOFIiMUr'4 OF 4°' FiG. W-7 ENIWALL. WOULD PROTRUDE AEfIVE � DETR LttIE. E BEVEL EDGE IS. REPULf D> ON THE W D WALL AT.. THE MILLET l ib OF THE IN NO CASE SHALL TOP OF E WALL PR£IdECT AIME FU, SLOPE. out- T 1'11 fm TIIE how EWERS Tic CuLve Tk DITCH OR RE SINGLE SERVICE M M 7. HEAT9WALL AT 1alE OUTLET' END OF THE CM84ERT WAY BE WAR EIT' ]R SQUARE 2. TIS @TF31 MAY Bl PRECAST CAST iPl PLAICE. EEYEL Ems, CAST IRON LID 3. ALL CAST IN -PlACE ATE TO BE CLASS A$. Ft* PfWCASTi' SEE }1, Cott SHAILLow rLLS. WHERE 00WALLS W VOR LESS BELOW SHOULDER FINISHED GRADE imT 'Wt02,L THE TOP OF THE ENDWALL SIAL CO STRUCIED PA1i'A1.LEL TO THE � TF[. It". 4.,'TM STANDARD TO BE USED WITH STRAIGHT CROSSMS AND ALL o' -is' 9CEMOOTQ 46"T• 9. %�' CtHAWER WAY BE "OVIM ON ALL EDWS AT A;iAi+iUFACT R'S CIP"I"IGIN. 4. HFAOtY&L TO BE UIEVELEED IN ALL SAS EXCEPT WNEW A CONFLICT BALL -I BOXER VALVE WITH INVERT OR W #4"A LL.S OCCUR OUTLET) I -I EYR'T 36' MIN. COPPERSETTER �W-711 � ENDWALL FOR CRCULAAR PIPE ENDWALL FOR ELLIPTICAL WIPE I CANER OF PV CULVERT SM OF E3LJl�.IF?i�'yOA4L iI?E.,�}0�6A,.VMT (SPAN x AlISg I �!�py�ne :q6 R ^� qp 1 I ii!" 21"} OR,, 24" '�»I OR V . 34 OR .�,y ;per SS �.^4 C3.1t�,, ,�� � 23M)t 4* _ 'd^f' .094 .•,?'mcelf2T' .^.24" 4,211X.f�7. �4,..yelii+..Y25q '. 491 x371 4h+ a" l �{}W #! A 9f -V 01-V 01-01, iy-trl r-ql `T40 L 01.313 J•Lfl-wl iN.>g51d 00 -tel w -i B �F"e"i� 11}.O #1f Y_i' �1 11 r4 vr-oll 2' 0" tlt�w f .'p +�kyyq}i.,Alil. .9M..1 rtlii 23a ..,. ....,. i Y. lA.R�'.,pi.. .2,^14r�,i 4.L. ." 0 y.Ogyq-c": 2.11-91 211110 3'-D iLn 1 T-ve,.'11a 1Y1 -.s 5�"M . +1i...24 1. -^'71'qfl, -"3�" -Y' 211 -5" 2 -Y' CORPORATION STOP F 40`a VI -84 ^8y0»9w 0.1 -Vi '� }'1.R.Ht1,1EF^�k M}- OR W -W FI 2"-3" c V-2» Y -W' 4-3" .4,,V H 3'-1W ;Y-3*' 3"_7" 3'_9," 4'-041 4'-2° V -S" #"_T" L 41-04 E 61-0"' 0,0" 01-00 ' T411 L Sk" 71-2-" ._. 814M Dty t® Atx'=i*' 101-tr 1r r 12Ipt - FIG. W-6 (!t'n-' /4" 0'--- 4 0'-2y2` O�_'Jya1� TD -9 S 11-21 -'E" {sa ,0'-.g3Vi)' phCr-2' 4i O' -.T' vl"'+"4" Oh -Vi'tr-2;' _ Oi""c2 '" l' --x 'I`" 6C �yT_Trk /v2.q-W �yT-1�0' �4�-5" pt,3"-!r n4' 1.! f?�'�y`.G %i 4""d' +i" MA'%"3li' 0'-*- V `�gf,#"�iA 0'-4%' 0`4 0'-4%' V -3% - CUM YARD'S OF ' TE Rt S+6^�i1 �6... &4� 4V ii.,�'Xi ,k�+-5- CtS}iG» PSE b 2dt n, i E87 M.319 2 7 7 Cid YAM OF COWRETE C IA. FSE OST i1.5T1 4,759 i 3t,1Fd8 3,145.Pi 0 5d12 O 11'35 1.236 t6dTD tafl 2.A1 2 S12 2. STANDARD ENDWALL FOR ;PIPE CULVERTS ROAD BRAE STANDAIMS 12" - 36" CiRCULAIR AND 23" x 141"" . 53" x 34" ELLIPTICAL. PIPES 302 DEPARTMENT OFF TRAN"TATION REvimm DATE 1 SME€r s 4l' 1 1191.01 E '- E m c E " N \ E u w� F- o � '�' E cr a LLd3 OJ �0 �m q Li O E LA E r (7 Eul -0-N N j O O _ O 01-C> o E.c o E o E�E 0 m Ln 'co � r�G? _ 1 10 LO ~ NE w E Nom° N wQ cow, _j o = 0 E <E E- E E LJ LO Uj�U u 1, m U -E rot N E E w \_E Lno Om 00 0 <e a a 0 NE "a E nE (0E o W N N - m N �y Li. 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S+D Ta -25 Q COVER LIFT NOTCH 14 1/2" a • 1 12 1/2- 2 3/8" • CTER73 (:: ° CAST IRON LID AS NOTED 6 L' 18" METER BOX � L FOR USEON ATTACHED SINGLE FAMILY SHEET NO. n o RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. v a 1'xt'Y.I' TEE 18" S" EXTENSION 60 PIPE SLOT (2 PLACES) (2 NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"-1" METERS) NTS FiG. W-7 TD -10 E '- E m c E " N \ E u w� F- o � '�' E cr a LLd3 OJ �0 �m q Li O E LA E r (7 Eul -0-N N j O O _ O 01-C> o E.c o E o E�E 0 m Ln 'co � r�G? _ 1 10 LO ~ NE w E Nom° N wQ cow, _j o = 0 E <E E- E E LJ LO Uj�U u 1, m U -E rot N E E w \_E Lno Om 00 0 <e a a 0 NE "a E nE (0E o W N N - m N �y Li. 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S+D Ta -25 rVO; N SCOTT R. COLLINS'Z zJ No. 35791 11h, z 0 v V) Lu 0 z 0 Lu w Q z 0 a Ce u Ul w a z 0 Ul W Cle ��SSIONAL F- z w z z 0 W W u ���•• �.��• �' n^ G G. Vl O O z z J o o re Im�F- o z z w Lu Lu > U) Ul CC w w OW ce c p Lu 14 H > W Ce W Q NM N - Q I' COMPRESSION x 3/4" MALE PIPE COUPLING a • OR APPROVED EQUAL • SCALE ° C:wm�:z 1. TYPE 'K'--. AS NOTED 6 SOFT COPPER � L FOR USEON ATTACHED SINGLE FAMILY SHEET NO. n o RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. v a 1'xt'Y.I' TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE 1• COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL TYPE 'K° SOFT COPPER ❑ Q FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON LID FINISHED GRADE o' -is' LOCKWING BALL -I BOXER VALVE ;INLET & �-.. OUTLET) I -I 36' MIN. COPPERSETTER � i I 1/ BEND COUPLIN (IF REQUIRED) = a METER BRICK AS NECESSARY CORPORATION STOP TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 TD -9 rVO; N SCOTT R. COLLINS'Z zJ No. 35791 11h, z 0 v V) Lu 0 z 0 Lu w Q z 0 a Ce u Ul w a z 0 Ul W Cle ��SSIONAL F- z w z z 0 W W u ���•• �.��• �' n^ G G. Vl O O z z J o o re Im�F- o z z w Lu Lu > U) Ul CC w w OW ce c p Lu 14 H > W Ce W Q NM N - 0 LN I L I• • JOB NO. Q 11>2072 a • • SCALE ° AS NOTED 6 0 LN I L I• • JOB NO. Q 11>2072 a w 41 to SCALE ° AS NOTED 6 � L 6 o ° SHEET NO. n o v n v a TYPICAL ROAD SECTIONS NTS EXIST. GROUND EXIST. GROUND 4" CONCRETE SIDEWALK 4' VDOT 21A STONE BASE 5 NOTE PROPOSED LANDSCAPING TO ( UTILIZE OUTER 3' OF PLANTING STRIP (+; PER 3' CLEAR ZONE REQUIREMENT l CG -6 3" CURB & GUTTER CLEAR ZONE 2% 6. PLAN77NG STRIP " WOT 4" UD -4 S7,IMA UNDERDRAIN* 6 B2. BASE - 16' - (IRA VEL 6'(TRAVEL LANE) 1 36' F/C-F 61' POINT OF CG -6 } } FINISHED GRADE CURB & GUTTER 3' l CLEAR ZON_EI I SURFACEI 2� �$ I 2% 4" UD -4 UNDERDRAIN* 6' PLANTING s21 NET S7R1P SUBBASE B� (TRAVEL LANE) R/W *NOTE., UD -4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD TYPICWL ,NA ffBOWHOOP S?tRPPr SECTION (6>' Ri*) A'.ESTHWLL DRIVE' (.PUBLIC 80.4,0) GS-SS.4.R R.ESIIIaF,NTIAL & JfIX.E 0 USE' SUB.VlVJSION STR,Is'L'T PF.716N YPffF0- R5 dfPH' �5 P.4,WAV BOTH• S'ID.ff _ 1 NO PROPOSED LANDSCAPING TO 1 U77L E OUTER 3' OF PLAN77NG STRIP Rey PERU ' CLEAR ZONE REQUIREMENT CIL l i CURB & GUTTER POINT OF CURB &GUTTER 3' 4' CONCRETE 4' CONCRETE 3' FINISHED GRADE CLEA� 1 SIDEWALK SIDEWALK �CLEAR .ZON_ER ZONE _I SURFACE EXIST, GROUND 2% 2X 2X 2'`E II g;1 -A 6' PLAN77NG `� 6' PLANTING 4' VDOT 21A STRIP 4" UD -4 UNDERDRAIN*- Y S7RIP 4" VDOT 21A / OT 4" UD -4 6` T STONE BASE sTV5E UNDERDRAIN* BASE SUBBASE S7VNE STONE BASE EXIST GROUND STTON 62 5E6 5 1014' 14' 5 6 - (TRAVEL LANE) (77?AVEL LANE) 57' R/W *NOTE.- UD -4 UNDERDRAINS ARROADWAYS ARE E REQUIRED WHEN THE PROJECTED •Z7VOLUMMEyS�OF n {�r� �r �t�rs�r� gr ry D TRAFFIC ON THE PROPOSED! l PIC TGR jVE16! 717©)? 0010 �7.L! RFPT f.7.F6y 101V 1` / ' Ii�) CONCHO LANE, L.4AfP.4S.4S VMVr, SAN Ar4,W0S )FWT, PWOS COURT (PUBLIC ROWDD) GS-SSAR RlsSIDIN7IAL & OMP USS' SLT,BDIYjISION ST".,ff MS.(49N SPEED• ,25 APH PARTYING 1 Slfl.E' ONLY 61$ MIN TOP O CURB /-2" R 6" u .v M F 'VDOT #57,#68, OR #78 S I /-I Af~I� �? ? CG - STONE BASE UNDER; CURB CURB & GU TTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AIND/OR BACKFILLING. 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. OA W Y JT SHALL BE REMOVED ED /N THE ROAD A 2. WHERE UNSUITABLE MATER/AL IS ENCOUNTER , FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSAR?Y WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOIR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT D/S'TANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULI DER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE, DRAINAGE 1. ALL PIPE CUL VER TS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE FRCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS IND?/GATED 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 TRANSPORTA/ON SPECIFICATIONIS 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 NATUIRAL WATER COURSE. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii, INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION, vii, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE, ME 4' CONCRE7E SIDEWALK 4' VDOT 21A STONE BASE -5 1 1 ♦I♦ PSI MINIMUM STRENGTH • • •.- • • •.- • • :.. • • - • i •i.- •.- • -: RY a TONE BASE CONCRETE SIDEWALK_ NO SCALE EXIST. GROUND EXIST. GROUA EXIST. GROUND EXIST ROUND GE- ERAL 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 /N 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 /S 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 LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPR/A i TE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAiL GUARDRAIL MAY BE REQUIRED AT L OCA TIONS 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. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTL Y ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS /S SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AIND 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 DEV/CES 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 DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THfE- 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 VDOT 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. AM PEAK: 103 VPH (26 ENTER/ 77 EXIT) PM PEAK: 138 VPH (87 ENTER/ 51 EXIT) CG -9D EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE EXPANSION JOINT-ry-. A04 1 WIDTH OF ENTRANCE & EXPANSION JOINT o 1 0 w z /r' L J 1,_3.. � U 2. w CURB INCLUDED IN w ENTRANCE GUTTER v y & w 0 TYPE A Lu W+D'iMq MAY IES USED WtTI+, THE APPROVAL OF THE ENGMrE1RD. PERPENDICULAR 3. Z z W w I w ITS OF PEDESTRIAN® gNNMITS OF PEDESTRI ESS ROUTE CCESS ROUTE UNPAVED SPACE NON-'TRAVERSABLEUNPAVED SPACE SLOP PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE (E EXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT -OF WAY, ZvooT STANDARD ENTRANCE CUTTER SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 I REVISION DATE 502 203.03 01/13 VIRGINIA DEPARTMENT OF TRANSPORTATION -- 1 0 GENERAL NOTES= /r' L 1. 1,_3.. 2. DE'i>tCTA9LE. WARNING 'TIS, lit CLASS A•3 CONCRETE IGLASSS A,a4 IF P"C TD - FLOW LINE ACV Design ADT z lit MAY, Base b a 19" TYPE A 22U W+D'iMq MAY IES USED WtTI+, THE APPROVAL OF THE ENGMrE1RD. PERPENDICULAR 3. O = w ENTRANCE WIDTH FLOOR COIN BY USM PERt,T SXXE CONSTRUCTION JOINT WITH REQUIRED BARS, 2.25 4, IF RAW FLOOR IS PRECAST, ODL€S WAT BE Pt OWD FIR DOWEL RARS SOD ,I-- DESIRABLE MINIMUM 16' EXPANSION JOINT ABSOLUTE MINIMUM 12' g�1AkN PEDESTRIAN ACCESS ROUTES (PROVIDE A CONTINUOUS PRECAST RAW FLOOR. PRECAST CONTE 5N141.1. BE CLASS Aro. ACQUftG a• 5, OARS ARE TO CC K,' X 4- PLACCO PCE4TER TO CF. -LATER 40 12.1 i W BOTH SSS Of TH RAMP FL,OM MILD -DEPTH OF RA>.IP FLOOR, D,1 ,IuMi CONCRETE CO CP Vz% �r � ACCES"BAND PATO® CONNECTTING E14 ST OFT CURB f CUB AND GUTTER ''SLOPE TRANSITIONS A&UA W TO CIA$ RAW$ 'S T YPE 8 BM -25 EDGE OF PAVEMENT- PARALLEL LESE EMIP ALL A FACILITY THAT CAN BE APPRO}ACHED, ENTERED AND CURB RAMPS ARE TO BE LOCATED AS, SHOWN ON TK PLANS OR AS C MECTED sa. • >;. 4. BY THE ENGINEER, THEY ARE TO 9E PROVIOELD AT IN7E4i CT90NS WHEREVER no USED BY PEDESTRIANS, AN ACCESS>€Ii.E ROUTE WITF04 THE R"T OF WAY OF A HCHWAY FAMITY t 5 CRtSSSSES A CM €CCMDLEC39 CNF WFETHER WAILK 13 EXISTING; PR SED. sm-9 5 1;5 OR N1ONEXISTE?0- THEY MUST BE LOCATED WITHIN PEVE$TRIAW CROWWALKS +o. a+o+o•o 4• a, q• a• O HALF PLAN A IF PEDESTRIAN ACCESS ROUTES OR ARE BEING Y4:1 MAX PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS SECTION B -B 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM REQUIRED WITH A MAX. 2Y CRWSS SLOPE. O WHEN USED IN CONJUNCTION WITH STANDARD 21.01. S. CG -3 OR CG -T, THE CURB FACE ON THIS AT X2" HICKR THAN p STANDARD IS TO BE ADJUSTED) TO MATCH • �. EDGEbF PAVEMENT THAT THE SLOPE AT THE CONNECTiow AF TN€E CURB d1pmc IS THE MOUNTABLE CURB CONFIGWRATION, Q £D. TYf'DCAL COWRETE SIDEIWALK IS 4°' TWCK, WWN THE ENTRANCE RACOCAW4€DT • Di, UNPAVED SIDEWALK SPACE PARABOLIC 2 SII - 1-, 2 25 PACE 3 2 ? CURVE 6 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE J 06 W W :o•o.o+a:o o • ca NORMAL GUTTER W z * ,,I,. o a + a ti. A• t} D w SECTION C -C U) I+•j-,. t>. •ta. E• •li• o.o�o$a cow'. *O%TO 10% CHANGE V) W a:] o,00•o+ w o L9 2--0" t--� 6" AGGREGATE BASE CLASS A3 4H•E.S.I CONC. Q)° TYPE I SIZE 21B W 00 0- �_ ,J r U N POINT OF GRADE CHANGE Q o U 12% MAX. SLOPE �� I;, N. ta• FOR CURB AND GUTTER ONLY Li° L r X 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' I INTERVALS T • o • �+ • o • a • a . Z FOR SIDEWALK CURB AND GUTTER BUILT CONCURRENTLY X X X 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 1O' I/INTERVAL AND o, o • o . a < o . g % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM4 10' INTERVALS SECTION A -A SECTION D -D ZvooT STANDARD ENTRANCE CUTTER SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 I REVISION DATE 502 203.03 01/13 VIRGINIA DEPARTMENT OF TRANSPORTATION I I PA V/EMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. 1F 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 /S PLACED. 3 TEST REPORTS ON SELECT MATERIALS MUST BE SUBMJ TED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGM/LL AGGREGATE BASE WILL BE WAIVED /N THE EVENT THAT THE SURFACE COURSE /S 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 /S REQUIRED WHEN PLACING AGGREGATE BASE, 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED, 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPOR TA TION SPECIFI CA TIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT Db 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. AL.B.E'.MARLE 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 SPECIFICA TIONS T Ie 4- PaV. Mer, Design MOT Pavement DesIgt Guide} AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED /N ACCORDANCE WITH Pa-vement Design THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY NTRANGE #CAVY TRUCK iRAF'FIC)VI3Fe CiDNiC14ETE DEPTH. 10W1EN CURB RAWS • RE,USED M4 IyijWUNCTiON WITH A SHARED USE PATH, THE MHPAIM WIDTH $"ALL BE THE WIDTH OF THE SHARED 1PSIE PATH 11, WHEN ONLY ONE 'CURS RIM" IS PROVUD FOR TWO C110''S%GS dDIAGONAI.i,. A 4'A 4' L� htA AMA 3ftL BE PRQV=D TO AVER A WHEELCHIAl,R 14 THE CRt}^SSWA3 K WNTHO UT COM INTO THE TRAVELWAY. TNsS 4'x: 4' LAND+ Ade£A LaAY INELUDE THE GUTTER PAN, TRidh�&TED ;lOOk1E u 5 12. ALL CASES WHERE Gi RUMPS MITERSE;CC7 A RADIAL SECTIONS CSF �" 2 4 C -C CQR9 AT EMTR+ S 00 ST ET C CTV THE DETECTABLE ./ Ci WARNING SURFACE SHALL HAVE A FACTORY RADIUS 90 6E F CLD iy it TS �D �i 0 0 NSJQaFIEO RECCAlIMEN4CEO BY TNIE MA?IUFA T3DI2ED7 "TO DdATpD C. - 4 + ±O i? SD I] €i Q Q '0 . THE ®A%It OF {, LMW RAID + 0 10 0 0 0 0 0 0 10 Ca o X 17 00- � 00000 00000 000 0 0 0 00 00 0 0 0 0 0 00 0 0 0 '50XFiS;; OF ASE: TEit 6� 0 .70000:110 0 4 000 00 x 0 0 0 0 0 0 0 0 00 0 0 01-0.01 DETECTABLE W+bRN1NG AT BACAt 45F Gtr O SEE NOTE t2. VaITtDABLE FULL PAY WIDTH RAMP FLOOR DETECTABLE WARNING TRUNCATED DOME DETECT Y LE WARNINGTS ON A RADIUS DETAIL DETAIL X' L -FG)!' SPECWICATION ROAD AND SROGE STANCARDS CG --12 DETECTABLE WARNING SURFACE REFERENCE ET t4F 5 REVISIONS DATE., (GENERAL NOTES) TOS zo .sa x/11 +>I INisA DEPARTMENT OF TA*WAT,ATkON 502 SURFACE COURSE fllllitflllllfllllllltllllll1111fllllllllllllflltllltltlllttl INTERMEDIATE COURSE 6" COMPACTED AGGREGATE BASE �•r� �rN•r�i�•s- �irNr- {sNi=;i!•r'i�'� r r • 't Y�ti OR w DEPENDING M O'->Krt!a�:.��►tL•r�:•.••�.�'l�u�! s �a!a� s � ``u� •• � �r� i ULTIMATE' l A\� COMPACTEDAND UNDERDRAINS 1 , SUBGRADE ASPHALT PAVING WESTHALL DRIVE, CONCHO LANE, LAMPASAS DRIVE, SAN MARCOS.COURT NO SCALE CLEARING, GRADING OR OTHER CONSTRUCTION.:F-•= -- GENERAL NOTES= 1. THE DETECTABLE WARP" S ALL BE PROVOCO 5Y TRUNCATED 00keS..- 2. DE'i>tCTA9LE. WARNING 'TIS, lit CLASS A•3 CONCRETE IGLASSS A,a4 IF P"C TD - AAT ACV Design ADT W11M STIP + TA•N BiTEG>3AL SUF11 ACC-Ci?VET� THE -FULL NTTDTNt I THE lit MAY, Base b a RADIA rLOOR BY 2 /FOOT 94 LENGTH M4 THE i CTION OF PiEDESTRIANI TAAVEL QTNEF4 TYPtS OF MIAT #AL WiT#1 tKA TAIMATED DO DELECTABLE TYPE A 22U W+D'iMq MAY IES USED WtTI+, THE APPROVAL OF THE ENGMrE1RD. PERPENDICULAR 3. 54OPWG SICIFS OF CtM RAD, MAY IDE P6UKO MONOLIT1 ALLY WITH RAMP 9 ,16 .1.:1.5 W-9;5 FLOOR COIN BY USM PERt,T SXXE CONSTRUCTION JOINT WITH REQUIRED BARS, 2.25 4, IF RAW FLOOR IS PRECAST, ODL€S WAT BE Pt OWD FIR DOWEL RARS SOD 2.25 THAT ADJO FLARED SIDZS, CAN BE CAST Ik PLACE AFTER KACEMENT OF g�1AkN F - PRECAST RAW FLOOR. PRECAST CONTE 5N141.1. BE CLASS Aro. ACQUftG Lampasas live: 5, OARS ARE TO CC K,' X 4- PLACCO PCE4TER TO CF. -LATER 40 12.1 i W BOTH SSS Of TH RAMP FL,OM MILD -DEPTH OF RA>.IP FLOOR, D,1 ,IuMi CONCRETE CO CP Vz% �r � G. CURB f CUB AND GUTTER ''SLOPE TRANSITIONS A&UA W TO CIA$ RAW$ 'S T YPE 8 BM -25 ARE INCLVDCD IN PAYMENT FOR CURB d Cilli$ AND GUTTER, PARALLEL 3. CURB RAMPS ARE TO BE LOCATED AS, SHOWN ON TK PLANS OR AS C MECTED ' BY THE ENGINEER, THEY ARE TO 9E PROVIOELD AT IN7E4i CT90NS WHEREVER no a AN ACCESS>€Ii.E ROUTE WITF04 THE R"T OF WAY OF A HCHWAY FAMITY t 5 CRtSSSSES A CM €CCMDLEC39 CNF WFETHER WAILK 13 EXISTING; PR SED. sm-9 5 1;5 OR N1ONEXISTE?0- THEY MUST BE LOCATED WITHIN PEVE$TRIAW CROWWALKS B.M-25' 3 AS SHOWN ON, PLANS M AS DKCTED BY THE EN(;INEER, AND SHOULD NOT BE LOCATED WIND VEHICLE 'STOP LAWS, EXISTING LIGHTILCS, FIRE Y4:1 MAX tt HYORRMTS, DROP tCTS, ETC. ACCESME RQVTI $ PROVIDE A CONT1h�Ptr S S' ( � 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM UNM.TRUCTED.$TA( E, FIRM AND SLIP RESISTANT PATH CQNNECTINC, ALL ACCESSIBLE ELEWENTS Of A FACILITY THAT CAN BE APPROACKD• ENTERED O A114D USED BY PaEOESTRIMS. � S. DAMPS MAY OF' PLACED ON RADIAL OR TM NIM SECTIONS PROV10EI D 1"AT AT X2" HICKR THAN p THE OLM OP€WAG u$ PLACED WITHIN THIE LIMITS OF THE CROSSWALK AND EDGEbF PAVEMENT THAT THE SLOPE AT THE CONNECTiow AF TN€E CURB d1pmc IS AT X , SAVZ AS TOP 4F CURB PE)RIPENDICULAR TO 'THE Ctft, £D. TYf'DCAL COWRETE SIDEIWALK IS 4°' TWCK, WWN THE ENTRANCE RACOCAW4€DT TYPE ACCt3MMi1TiA•Tt "HE TING REOMEWNTS IAF ANTIC -#PAYE© :HEAVY TIOUCK TRAFFIC REFER TO STAuftARQ irG-15 CtDIM1, RICIAI € PARALLEL & PERIPEWICULi I I PA V/EMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. 1F 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 /S PLACED. 3 TEST REPORTS ON SELECT MATERIALS MUST BE SUBMJ TED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGM/LL AGGREGATE BASE WILL BE WAIVED /N THE EVENT THAT THE SURFACE COURSE /S 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 /S REQUIRED WHEN PLACING AGGREGATE BASE, 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED, 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPOR TA TION SPECIFI CA TIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT Db 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. AL.B.E'.MARLE 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 SPECIFICA TIONS T Ie 4- PaV. Mer, Design MOT Pavement DesIgt Guide} AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED /N ACCORDANCE WITH Pa-vement Design THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY NTRANGE #CAVY TRUCK iRAF'FIC)VI3Fe CiDNiC14ETE DEPTH. 10W1EN CURB RAWS • RE,USED M4 IyijWUNCTiON WITH A SHARED USE PATH, THE MHPAIM WIDTH $"ALL BE THE WIDTH OF THE SHARED 1PSIE PATH 11, WHEN ONLY ONE 'CURS RIM" IS PROVUD FOR TWO C110''S%GS dDIAGONAI.i,. A 4'A 4' L� htA AMA 3ftL BE PRQV=D TO AVER A WHEELCHIAl,R 14 THE CRt}^SSWA3 K WNTHO UT COM INTO THE TRAVELWAY. TNsS 4'x: 4' LAND+ Ade£A LaAY INELUDE THE GUTTER PAN, TRidh�&TED ;lOOk1E u 5 12. ALL CASES WHERE Gi RUMPS MITERSE;CC7 A RADIAL SECTIONS CSF �" 2 4 C -C CQR9 AT EMTR+ S 00 ST ET C CTV THE DETECTABLE ./ Ci WARNING SURFACE SHALL HAVE A FACTORY RADIUS 90 6E F CLD iy it TS �D �i 0 0 NSJQaFIEO RECCAlIMEN4CEO BY TNIE MA?IUFA T3DI2ED7 "TO DdATpD C. - 4 + ±O i? SD I] €i Q Q '0 . THE ®A%It OF {, LMW RAID + 0 10 0 0 0 0 0 0 10 Ca o X 17 00- � 00000 00000 000 0 0 0 00 00 0 0 0 0 0 00 0 0 0 '50XFiS;; OF ASE: TEit 6� 0 .70000:110 0 4 000 00 x 0 0 0 0 0 0 0 0 00 0 0 01-0.01 DETECTABLE W+bRN1NG AT BACAt 45F Gtr O SEE NOTE t2. VaITtDABLE FULL PAY WIDTH RAMP FLOOR DETECTABLE WARNING TRUNCATED DOME DETECT Y LE WARNINGTS ON A RADIUS DETAIL DETAIL X' L -FG)!' SPECWICATION ROAD AND SROGE STANCARDS CG --12 DETECTABLE WARNING SURFACE REFERENCE ET t4F 5 REVISIONS DATE., (GENERAL NOTES) TOS zo .sa x/11 +>I INisA DEPARTMENT OF TA*WAT,ATkON 502 SURFACE COURSE fllllitflllllfllllllltllllll1111fllllllllllllflltllltltlllttl INTERMEDIATE COURSE 6" COMPACTED AGGREGATE BASE �•r� �rN•r�i�•s- �irNr- {sNi=;i!•r'i�'� r r • 't Y�ti OR w DEPENDING M O'->Krt!a�:.��►tL•r�:•.••�.�'l�u�! s �a!a� s � ``u� •• � �r� i ULTIMATE' l A\� COMPACTEDAND UNDERDRAINS 1 , SUBGRADE ASPHALT PAVING WESTHALL DRIVE, CONCHO LANE, LAMPASAS DRIVE, SAN MARCOS.COURT NO SCALE CLEARING, GRADING OR OTHER CONSTRUCTION.:F-•= 1.0 Vi 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 J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE LocatiDan AAT ACV Design ADT CBt S8v lir Surface h a Base b a Sully -base h= D", ' ion � Lane ho 22U 0 220 � 9 ,16 .1.:1.5 W-9;5 2.25 B 1-25 2.25 C F - OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO . STABILIZE A DRAINAGE CHANNEL. Lampasas live: 105 0 105 W 5 �r � sM-0.5 1:5 2.25 BM -25 3 2.25 21A.: 6 0.6 So Marcos Waay: no a 220 5 M! sm-9 5 1;5 125 B.M-25' 3 2. 5 21 6 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES O s w p ° v - N o: O PccoS C6013 67 67 5 5: 2 SII - 1-, 2 25 1 �-25 3 2 ? 2 a 6 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE- CLASSIII. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA W.6thall Drive 900 0 900 5 � �� SIS, `:5 �'S 2"2� $ ��� 4 2. 5 2� � 0 THE CONSTRUCTION INDUSTRY 29 CFR PART 1926 . STANDARDS FOR ( ) 1'+tote..Gontractor t bore A, n exy,S . aveuwdt i1e utdlzed and cootdinate wuthVDO,T on u r`ades to, eome iris des>< n st�lrlcards tri elntsl re the aboue s cafil at Baa Ire l et laid are in AI'llce fila nth their stahibrds, 0) rc� T R, COLLINS'Z: u No. 35791 � ONAL z oorz 0-1U U) W 0 z O W cle z w Q O N W ce W N t`U M 00 IL a Vi z w O C F - z 0 o -- W W u z z w Z W J mz LO -I H E O u i!: D o a 0 u �: z Z) o a Q U Q vQi > w a LU LU u D > 0� a Q 0 I w sz 0 � iV T O s w p ° v - N o: W N t`U M 00 IL a Vi M O C CL 0 I sz 0 � iV T O s N p ° v - N tl% O LLii� E�1 06 L �z J 06 W W W z >E--� w U) H V) W a:] w o L9 1- t--� 0 U o 0 H Q)° W 00 0- �_ ,J r U N Q �/ o U �� Li° L r T Z ° x W _j ° ul 0 Eo U) (� ° CDW z � /Z zWW �' z ry z 0 L° � Ld U ujo L- T' ° U L W Qo c a J CL - o O- U 0 V) U O CN Q) 0 ° LU o ° o a LU U •- Ln ° JOB NO, v 112072 a U„ SCALE° AS NOTED n ._ V_ SHEET NO. a° 0-0 U cn U a U) x a� .� .� 0 .3 c C3 c 0 U 7 .�-+ C O U i O C fl CP C O :ti, U i .« t/J G O U IPA J 3 600 f� I I ! q O f j i MH 29 _ STA:12+89.67 MH 28 RIM:630.17 U 600 h 00 LO N -------- UNIFORM LAYERS NOT MORE THAN 8 INCHES IN 6 595 STA:110+86A0 INV OUT. 620.50 TO MH 28 0) Lu O LO -- MH 38 i 595 595 �..- ' MINIMUM 3' OF COVEN' MUST BE MAINTAINED OVER r co 5. LO IN. 617.20 TO MH 29 MINIMUM I' OF VERTICAL SEPARATION FROM STORM 17+50 18+00 18+50 19+00 19+50 STA:15+11.69 INV OUT. 17.00 TO MH 24 LO LO 630 LO INV IN, 613.60 TO MH 28 INV IN. 613.60 TO MH 25 RIM:595.80 INV OUT. 585.50 TO MH 37 STRUCTURES GREATER THAN 12' DEEP, 590 THE DUCTILE IRON WATER LINES SHALL BE WRAPPED WITH 0 Z O uj POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL O a. Lu W GF ? i 4 590 f , PROPOSED GRPPE a 10+00 10+50 t 13+-00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 71--- --�____ MH 37-f----------T- 1 i --�-- a STA:13+62.46 STA: ! ! 585 ! i I i ` i ! i RIM:584.65. INV IN. 574.20'-0 MH 38 !�- LAJ 585 0 I INV OUT. 574.00"'0 MH 36 N LLJ 625 N°6 Ld 625 H z o� 1 580 w i ! i MH 36 w RoomZ U) f 575 I i i i ! STA:12+12.59 i RIM:567.$7 INV IN. 564.70 TO MH 37 ! 1 I i j 1�.1� Q Z I i I 575 I lZ Lu ! t, c�D� ;INV OUT. 564.50 TO MH 32 1 '1 j 0 0 620 Lu" - STM I i 8 199.571.E 570 MH 32 . RIM:562.20 INV IN. 556.40 TO MH 33 lb - SO 01,- i < � E d 570 i C) r> INV IN. 556.40 TO MH 36 INV OUT. 556.20 TO MH 31 0 3 Lu 1 565 ! x.29' ' i k 12�' YARD j ! i f I V) V� L� f i i ' f � -I- 565 I SAN � x +� cu SDR 35 PVC J i I I 615 ul 560 z � 0 0 82.10 LF @ 4.14%_ 560 uj O 3 555 I I i I i t i ! I i W WM I I j ! 555 f 552 ! I ! I ; I I I ! i f ; 552 608 to LO 00 L u LO � C O o 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+75 MH 38- H32 570 -mo 555 550 545 MH 19 I I - STA:11 +93.24 RIM:537.54 540 INV IN. 530.70 TO MH 20 ( INV IN. 530.70 TO MH 30 INV OUT. 530.50 TO EX CZI-MH-137 535 -35 �' vc ATOR MH 30 STA:11 +81.71 RIM:538.98 INV IN. 534.50 TO MH 31 INV OUT. 534.30 TO MH 19 8il; SDR 35 PVC 2733.09 LF c@ 0.70% MH 31 STA:14+58.80 RI M:541.61 INV IN. 536.60 TO MH 32 INV OUT. 536.40 TO MH 30 SpJG't°�° MH 32 STA: 18+20.72 } RIM:562.20 INV IN. 556.40 TO MH 33 INV IN. 556,40 TO MH 36 INV OUT. 556.20 TO MH 31 MH 34 STA:21 +65.14 RIM:609.97 INV IN. 599.80 TO MH 35 INV OUT. 599.60 TO MH 33 PROPOS D GRADE I ; I I MH 33 _ E _ tj`�G '°l°_ STA:19+64.05 j �t3�g RIM:594.08 INV IN. 584.00 TO MH 34 INV OUT. 583.80 TO MH 32 ;4.20' i i SAN I ' 4 I i I t r i I ' j � a I I i 1 ; I I I i i I Vvv INSTALL ANCH R 13L O - KS AT ro g) EVERY OTHER IPE JOINT MH 35 STA:23+33.70 RIM:623.42 INV OUT. 615.00 TO MH 34 n>k l 61WAT . SAN 635( f� 1. q O f j i MH 29 _ STA:12+89.67 MH 28 RIM:630.17 U 635 h 00 LO N (N UNIFORM LAYERS NOT MORE THAN 8 INCHES IN 6 MH 24 STA:110+86A0 INV OUT. 620.50 TO MH 28 0) Lu O LO _._._ 5TA:21 +41.93 _ STA:21+41INV -' R1 M :6124.81 MINIMUM 3' OF COVEN' MUST BE MAINTAINED OVER r co 5. LO IN. 617.20 TO MH 29 MINIMUM I' OF VERTICAL SEPARATION FROM STORM 17+50 18+00 18+50 19+00 19+50 20+00 INV OUT. 17.00 TO MH 24 LO LO 630 LO INV IN, 613.60 TO MH 28 INV IN. 613.60 TO MH 25 STRUCTURES GREATER THAN 12' DEEP, 630 THE DUCTILE IRON WATER LINES SHALL BE WRAPPED WITH 0 Z O uj POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL O a. Lu W CONDITIONS FROM BOIRINGS WHICH WILL BE TESTED AND (� Q 0 oc u1 a INSPECTED PRIOR TO CONSTRUCTION. ce n a 10+00 10+50 INV OUT. 613.40 TO MI 23 11+50 12+00 12+50 13+-00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 a I T Ce LAJ N 0 N LLJ 625 N°6 Ld 625 H z o� w 1 > w RoomZ U) H 4 1�.1� Q Z 8" WAT! Lu ! t, c�D� 35 pvC 1 '1 j 0 0 620 Lu" - STM 8 199.571.E 165 '� o /o <C < � y 620 d C) r> 0 3 Lu 1 V) V� L� 0 6158" � x +� cu SDR 35 PVC J i 0 0 615 ul _ z � 0 0 82.10 LF @ 4.14%_ < uj O 3 610 W WM i ry z o uuj 610 608 z C O o 608 O» N 0 N Wry (0 CD � co 0 c 625 615 610 605 e 590 585 1 575 570 565 560 555 550 545 540 535 530 i I ' I li ! ! j ' ! i 530 --------------------- 528 528 E II I i i i i IQ f� 1. q O r U uC h 00 LO N (N UNIFORM LAYERS NOT MORE THAN 8 INCHES IN 6 L 0) Lu O LO J. r N MINIMUM 3' OF COVEN' MUST BE MAINTAINED OVER r co 5. LO 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 LO LO STRUCTURES. LO LO STRUCTURES GREATER THAN 12' DEEP, 9. THE DUCTILE IRON WATER LINES SHALL BE WRAPPED WITH 0 Z O uj POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL O a. Lu W CONDITIONS FROM BOIRINGS WHICH WILL BE TESTED AND (� Q 0 oc u1 a INSPECTED PRIOR TO CONSTRUCTION. ce n a 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 17+00 IMH35-MH2:L N CO M M (r0 cc 22+00 22+50 23+00 23+50 23+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 O 1. N O C3? U LO 2. 00 LO Ln UNIFORM LAYERS NOT MORE THAN 8 INCHES IN 6 THICKNESS BEFORE C'OMPA C TION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD Lu AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95% COMPACTION. 4, MINIMUM 3' OF COVEN' MUST BE MAINTAINED OVER C'7 SANT TARY SEWER. 5. MINIMUM 3' OF COVET? MUST BE MAINTAINED OVER W/L 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 N CO M M (r0 cc 22+00 22+50 23+00 23+50 23+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 VERTICAL SCALE 5 0 2.5 5 10 20 { IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. ��LTH 0�� �I Q SCOTT R. COLLINS7� U No. 35791 2� ONAL 0 a u V) uu C� �0 VI Lu z uj M U) W Ce NOTES 1. ALL STORM PIPE SHALL BE CLASS 111 RCP UNLESS NOTED OTHERWISE, A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBAIVKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE C'OMPA C TION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD Lu AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95% COMPACTION. 4, MINIMUM 3' OF COVEN' MUST BE MAINTAINED OVER C'7 SANT TARY SEWER. 5. MINIMUM 3' OF COVET? MUST BE MAINTAINED OVER W/L 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED, 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL Q STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STRUCTURES GREATER THAN 12' DEEP, 9. THE DUCTILE IRON WATER LINES SHALL BE WRAPPED WITH 0 Z O uj POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL O a. Lu W CONDITIONS FROM BOIRINGS WHICH WILL BE TESTED AND (� Q 0 oc u1 a INSPECTED PRIOR TO CONSTRUCTION. ce VERTICAL SCALE 5 0 2.5 5 10 20 { IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. ��LTH 0�� �I Q SCOTT R. COLLINS7� U No. 35791 2� ONAL 0 a u V) uu C� �0 VI Lu z uj M U) W Ce r ° o z Lu ALM C'7 w w a J Q Q 0 Q 0 Z O uj ¢ O a. Lu W 0 a � W (� Q 0 oc u1 a ce n a ui a N T Ce r ° o M ALM C'7 N z {Cr) 0 a N T b LAJ N 0 N LLJ N°6 Ld H z o� w > w RoomZ U) H 4 1�.1� Q Z o Lu 1 '1 j 0 0 Lu" 3 <C < W d C) r> 0 3 Lu V) V� L� 0 � x +� cu W J 0 0 ul _ z � 0 0 < uj O 3 z W WM w a N U � ry z o uuj z C O o Wry o ry O C 0 CL 0 CE UO X N N U a _ O O U uj � 4 N O Lu M -4-• N n Lu x.1.1 U _ °a a va 0 70B N0. 112072 0 0 SCALE ° V:111=51 � U O � - H:1 "=50' �- cw 0 SHEET N0. 0- o 13 pNj D f i Structure Structure Area (Acres) Cw t, (Nfin.) Station 2 0.00 0.30 5.0 10+74.64 0.00 4B 1.32 0.50 6.1 10+49.16 0.30 4 0.08 0.65 5.0 11+55.78 6.0 6 0.13 0,60 5,0 12+32.96 13+94.2 8 0.10 0.60 5.0 13+30.88 j 10 0.16 0.6 5,1 14+21.27 0.00 10B 0.59 0.5 6.6 10+37.15 0,30 12 0.32 0.50 6.7 15+36.83 5.9 12B 0.29 0.50 6.6 10+37.61 14+12.51 14 0.32 0.50 6.6 17+17.81 64 14B 0.57 0.50 6.9 10+36.01 1.00 16 0.43 0.60 5.4 19+14.54 0.30 18 0.80 0.60 5.4 19+50.52 5.0 20 0.65 0.70 5.0 10+34.03 10+56.57 22 0.74 0.60 5.0 10+74.05 74 24 0.33 0.55 5.3 10+36.30 0.60 26 0.99 0.50 6.1 12+57,70 0.70 26B 1.27 0.50 6.6 11+91.72 6.6 28 0.00 0.30 5.0 14+30.04 15+48.75 28B 0.98 0.50 6.7 15+06.17 82 30 0.63 0.55 6.7 16+1 �7.3 2 0.17 30B 0.79 0.50 6.6 10+36.03 0.55 6.7 10+36.1 86 0.32 0.60 5,0 32 0.25 0.60 6.8 17+53.14 13+11.37 32B 0.14 0.65 5.0 10+36.47 90B 34 0.15 0.60 5.9 19+33.29 0,62 34B 0.32 0.60 5.0 10+37.21 0.60 36 0.07 0.80 5.0 19+96.07 -------- 38 0.55 0,65 5.0 20+58.34 104,36.54 98 0.27 0.70 5.0 11+65.55 100 38B 0.70 0.65 6.7 10+40.03 40 0.41 0.65 5.0 22+05.93 OF- W- 42 038 065 5.0 22+46.23 Structure Area (Acres) Cw t, (Min.) Station 44 2.90 0.30 10.0 10+25.00 44B 0.00 0.30 5.0 10+98.93 46 0,00 0.30 5.0 12+06.93 48 0.85 0.50 6.0 12+83.63 50 0.28 0.60 5.4 13+94.2 52 0.21 0.50 6.6 15+45.25 54 0.65 0.50 6.9 15+8170 56 0.00 0.30 5.0 11+34.14 58 0.00 0,30 5.0 12+24.91 60 1.00 0.55 5.9 12+85.54 62 0.11 0.7 5 14+12.51 62B 0.78 0.4 11.8 10+36.,-, 64 0.12 0.7 5 14+82.02 66 1.00 0.5 6.7 15+18.03 68 0.00 0.30 5.0 10+42.39 70 0.00 0.30 5.0 11+08 72B 0.74 0.60 5.0 10+56.57 72 0.08 0.6 5 12+36.11 74 0.14 0.70 5.0 13+12.93 74B 0.60 0.45 10.8 10+40.18 76 0.14 0.70 5.0 14+11.39 76B 0.91 0.50 6.6 10+40.04 78 0.40 0.60 5.0 15+48.75 80 0.81 0.55 5.0 15+88.96 82 0.00 0.30 5.0 11+10.17 84 0.17 0.90 5.0 11+49.5 84B 0.57 0.55 6.7 10+36.1 86 0.32 0.60 5,0 12+63.86 88 0.33 0.60 5.0 13+11.37 90 0.45 0.55 6.7 13+57.4 90B 0.13 0.60 5.0 10+36.57 92 0,62 0,45 7.7 14+49.2 94 0.12 0.60 5.0 14+85.27 96 0.10 0.60 5.0 10+76.10 96B 0.39 0.50 7.4 104,36.54 98 0.27 0.70 5.0 11+65.55 100 0.39 0.55 5.6 12+0195 -N� N, V N U IN \ \ I I I It ><. \\NNI, IN IN X, f ,ol IN NN SCOT COLLINS Z� N, 0 N\\\ IN No. 35791 -"OF N, NN v,-, . . . . . . . . . . . . . . . . . . . . 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V\ > LU .. ...... . �v A/ V A- K\ IN f A 7 ve N\ NN 10 A A NN NN v N Y X NN. >( LU I \ , .\ I '. :;�� , N\ IN, A fN (N N. 22 (30)B- ......... 30 L9 0) j, cil cs� /* CY) it............ t 0) t4B Ile AV Ui 77 At f LD tgloom= NO mom= __j v Ui U1 A 41i tUi Li 0'/Ex [VII I ZZI-I I T Z. y Mi ------ le IC) 80, ---/777 r Z, titG CA ...... 0. 0 Mill 417 fll- /* L 80 -MH- ZT ft f Al, A, 0 D < 0 0 _0 Q) > F -i C: LU C6 z -s- Lu Y) z fti CD Z CL CL 0 < Ui 0 Ui < Ui Q) 0 CL < z (X,) 0 E z3 0 c: Uj 0 Ld 0 W Z.2 _j Uj 0 0 0 0-6 0 C: 0- �G U 0 x :Z, 0 fn 0 -0 U (D Uj Uj 0 CL -0- -0 0 JOB NO. 112072 En SCALE 1 If =601 c: V) SHEET NO. CL Q) 0 U) 14 Q) v x x 0 v L a x v Y -N O C a a� c 0 :� U -�, O U O v :� +� N N 7 U i v v 0 m a 3 D 0 U) 0 W. ) 3: A � C Design Storin Year = PONT DOWNSTREAM STRUCTURE 10 DRAIN AREA ACRES RUNOFF COEFF. C CA NCR ACCUM NLET TIME ME RAM FALL MIN RUNOFF Q C.F.S. INVERT ELEVATIONS UPPER LOWER LENGTH FEET SLOPE FT./FT, DIA INCHES CAPA- CITY C.F.S. VEL F.P•S. FLOW REMARKS TIME SEC INLET STATION Design Year: OUTLET WATER SURFACEELEV 10 D- Q zW Project: S H V Westlake Hills H ¢ V- Q°V JUNCTDNLOSS V /2g H Job #: ##### V ANGLE H� H 1.3H Prepared by: FINAL NLET WATER .SH H SURFACE ELEV KKW RIM ELEV RIM* ELEVATION COMMENTS 22 0.480 0,738 5.38 5.52 6.55 6.50 3.14 1.68 3.14 4.80 625.40 1 624.90 DI -3C CG -6 10+74.05 110 635.86 VDOT STD. IS -1 REVD 21 15 40.01 589.50 196.26 15 3.93 0.004 0,73 3.2 0.0 0.96 8.91 20 588.50 0.16 0.60 0.096 1.879 7.46 DI -3C CG -6 10+34.03 10 22 VDOTSTD. IS -1 REQD 0.74 0.60 0.44 0.44 5.00 6.67 3.4 582,10 579.00 0.13 0.60 0.078 6.465 18 5.67 26B 36.66 577.50 575.40 0.08 DI -313 CG -6 19+50.52 14 631.84 VDOTSTD. IS -1 REQ'D 17 15 0.00 0 0 0.04 NA 0.02 0.75 590.25 615.33 558.00 20 16 8.18 tQ to U '- 0.07 ..�., 19 629.55 629.35 1 40,01 0.00507 15 4.6 3,9 10,1 196.73 7.12% 1 624.90 610.90 RCP3 t 21 15 5 13.3 20 14 15 4.8 12,9 0.29 0.50 0,145 DI -313 CG -6 17+17.81 12 20 VDOT STD. IS -1 REQ'D 0.65 0.70 0.46 0.90 5.17 6.61 5.9 1.82 1 1.82 586.90 586.70 20 0.01 12 15 9 Q 16.67 13.12 0.23 D1-313 CG -6 15+36.83 12 600,45 VDOT STD, IS -1 REQ'D 11 15 117.56 4,59% 1 593.90 588.50 RCP3 rn 0.16 to 3 w 28A OUT 10 12.3 0.38 1 0.247 0.247 5.00 629.25 628.50 34.03 0.0220 15 9.6 8.2 42 90.38 613.50 36.03 15 2.44 0,001 0.05 2.4 .0 0.358 1.326 8 6.10 2.18 8.08 628.35 627.90 0.07 D1-313 CG -6 13+30.88 6 588.67 VDOTSTD- IS -1 REQ'D 7 18 97.92 3.17% 582.10 579.00 RCP3 7.27 6.00 0.54 9.98 627.30 625.50 6 0.60 3013 1.905 7.71 5.88 0.88 DI -313 CG -6 12+32.96 8; 584.75 VDOTSTD. IS -1 REQ'D 5 24 0.04 0 0 0.02 NA 0.01 0.06 613.56 618.98 8.00 5.81 4 18.23 605.80 602.00 0.00 0.30 O.000 DI -313 CG -6 11+65.94 6i 581,80 VDOTSTD. IS -1 REQ'D 3 24 79.32 5.04% 569.00 565.00 RCP3 2.84 24.52 587.00 579.50 0.33 0.55 2 4.448 8.54 5.68 1.03 25.29 578.10 MH CG -6 10+86.61 - 18 El E 0.80 0.64 0.48 0.4$ 5.38 6.55 3.'1 625.40 625.20 35.99 0.0056 2.79 2.79 1413 628.45 4.71 2.92 I a N DI -313 CG -6 10+36.01 112 615.38 VDOTSTD. IS -1 REQ'D 14A 15 36.01 0.56% 609.10 608,90 RCP3 630.00 629.70 a v 15 4.8 4.2 8.7 626.00 36,47 15 0.61 0.000 0.00 0.5 0.0 1213 16 a 0,43 0.60 0.26 0.74 5.52 6.50 4.8 112 601.33 VDOTSTD. IS -1 REQ'D 12A 15 37.61 0,53% 594.80 32B RCP3 U C1 C% a v) cc 1013 0,50 0.395 0.395 6.60 0.00 0 0 0.00 NA 0.00 0.00 626.00 631.68 15 14 0.54% 586.90 586.70 RCP3 1.27 0.50 0.635 624.90 610.90 196.73 0.0712 15 17.2 12.0 16,4 0.1463 0.1649 DI -3C CG -6 10+58.92 144 580,09 VDOTSTD. IS -1 REQ'D 4A 15 58.92 0.51% 575.20 574.90 RCP3 0.00 0.31 0.0432 0,0200 2.0 1 0.0830 42 14 0,98 0,32 0.50 1 0.16 1.18 7.07 6.05 7.2 111) 638.26 VDOTSTD. IS -1 REQ'D 41 15 40.29 0.62% 631.85 631.60 RCP3 0.24 0,0432 0.0200 2.0 1 0.0830 4.1500 40 0.99 3.5120 0.1463 0.1649 4.78 1.25 DI -3B CG -6 22+05.93 12 638.22 VDOTSTD. IS -1 REQ'D 39 15 12 1,02% 631.50 630.00 RCP3 0.0600 0.0200 2.0 608.00 595.80 178.98 0.0682 15 16.9 13.1 13.6 1.24 630.70 37.21 15 1.28 0.000 0.01 1.0 1 0-0 18 6227 0.72% 628.35 627.90 RCP3 0.0200 2.0 0.0830 4.1500 3.73 0.95 36 12 10 0.32 0.50 0.16 1.49 7.30 5.99 8.9 593.90 588.50 117.56 0.0459 15 13.8 12.0 9.8 3413 RCP3 2.0 0.0830 4.1500 3.79 0,95 3.5120 34 0.1590 9.01 1.33 1.00 0.00 0 0 0.40 NA 0.00 0.02 630.72 638.00 10 180.15 0, l 6 0.60 0,10 1.88 7.46 5.95 11 0.94 3,5120 0.1463 32 8.69 1.38 1.00 0,58 0.00 - DI -313 CG -6 17+53.14 12! 631.13 VDOTSTD. IS -1 REQ'D 31 18 135.82 6,99% 624,00 614.50 RCP3 4.1500 3.79 0.95 3.5120 0.1463 0.1590 30 1.33 g 0.64 0.00 - 14B STR DI -313 CG -6 16+17.32 586.10 583.20 90.38 0.0321 15 11,6 10.7 8.4 605.90 629.56 40.03 15 2.79 0.002 0.07 2.3 .0 1.04 0.70 0.00 - 16 STR 3B DI -3C CG -6 15+06.17 10, 612.00 VDOTSTD. IS -1 REQ'D 28A 8 76.13 0.10 0.60 0.06 1.94 7.60 5.91 11.5 0.1590 9.47 1.27 28 0.72 0.00 18 STR 18 STR 38B 14.0 MH CG -6 14+30.04 - 614.01 VDOTSTD. IS -1 REQ'D 27 18 172.34 5.22% 597.50 O.Ofl 0 0 0,02 NA 0.01 0.08 629.64 635.10 0.00 6 24 3B 10.0 0.33 DI -7 CG -6 12+57.70 582.10 579.00 97.92 0.0317 18 It 8.7 11.1 8.8 579.50 RCP3 0.1463 0.1546 7.92 1.26 1.00 0.73 24 1 30 3B 14.0 0.63 0.55 DI -313 CG -6 10+36.30 10 584.93 VDOTSTD. IS -1 REQ'D 23 6 36.30 0,13 0.60 0.08 6.47 8.61 5.67 36.7 1,00 1.39 0.00 38B 30B STR 3B 10.0 0.26 0.50 0.130 DI -3C CG -6 10+40.03 10 635.10 VDOTSTD. IS -1 REQ'D 38A 15 40.03 0.62% 628,70 628.45 RCP3 7.43 1.35 1.00 0.52 0.00 - 34B 313 4 0.25 0.60 0.150 0.60 DI -3C CG -6 10+37.21 577.50 575.40 67.02 0.0313 24 410.0 14.4 4,6 629.70 579.28 36.30 24 25.29 0.012 0.45 8.0 .3 10.0 0.14 0.65 0.091 0.36 0.00 DI -313 CG -6 10+36.47 10 631.68 VDOTSTD. IS -1 REQ'D 32A 4 36.47 0.08 0.65 0.05 7.18 8.68 5.65 40.6 34 34 3B 30B 0.15 0.60 0.090 0.36 24 0.36 DI -313 CG -6 10+36.03 10 618.98 VDOTSTD. IS -1 REQ'D 30A 24.5 7.8 191 0.9 0.33 0 0 0.58 NA 0.29 0.74 580.02 584.93 I 2 1 0.00 0.22 1 Dl -7 CG -6 11+91.72 569.00 565.00 1 79.32 0.0504 24 50.8 14,9 53 588.50 581.10 221.40 24 24.52 0.012 2.60 7.8 0,2 0.267 1.07 0.00 1.07 0.0400 0.0200 2.0 0.0830 4.1500 5.27 0.85 3.5120 0.1463 2 9.47 0.00 0.30 0.00 7.18 8.77 5.63 40.6 12.0 0.38 1 0.247 0.99 0.00 0.99 0.0400 26 2.0 0.0830 4.1500 5.12 1 3.5120 0.1463 0.1473 18.2 10.3 188 1.7 0.581 0 0 0.81 NA 0,411 3.01 584,11 593.04 OUT 558.00 554,00 74.64 0.0536 24 52.4 14,9 5,0 589.70 172.34 18 18.23 O.0301 5.19 10.3 0.4 28 18.2 10.3 188 1,7 0.58 0 0 0.99 N/A 0.50 5.68 595.38 614.01 603,20 76.13 18 18.23 0.030 2.29 10.3 0A 14B 0.57 0.50 0.29 0.29 6.90 6.09 1.7 2813 I 1 1 15.5 8.8 135 1.2 0.42 0 0 0.83 NA 0.41 2.71 605.91 612.00 14 609.10 608.90 36.01 0.0056 15 4.8 3.6 10.1 607.10 111.15 18 15.47 0.022 2.41 8.8 3 30 615.70 135.82 18 11.21 10.011 1.55 6.3 0.2 11.2 6.3 71 0.6 0.22 0 0 0.52 NA 0.26 2.67 609.77 618.90 12B 1 0.29 0,50 0.15 0.15 6.58 6.18 0.9 32 10.0 5.6 56 0.5 0.17 0 0 0.33 NA 0.16 1.71 617.41 631.13 12 594,80 594.60 37.61 0,0053 15 4.7 2.9 12.9 626.70 180.15 18 9.98 0.009 1.63 5,6 0.1 34 8.4 4.7 40 0.3 0,12 0 0 6,251 NA 0,121 1.75628.45 637.80 628.60 62.78 18 8.36 0.006 0.40 4.7 0.1 IOB 0,59 0.50 1 0.30 0.30 6.60 6.18 1.8 36 8.1 4.6 37 0.3 0.11 0 0 0.20 NA 0,10 0.50 629.10 635.68 10 586.90 586.70 37.15 0.0054 15 4.7 3.6 10.3 629.10 62.27 18 8.08 0,006 0.37 4.6 .1 38 2.8 4.2 12 0.3 0.10 0 0 0.18 NA 0.09 0.46 629.56 635,10 631.00 147.60 15 3.39 0.003 0.41 2.8 ,0 4B 1.32 0.50 0.66 0.66 6.05 6.33 4.2 40 1.6 1.3 2.2 0.0 0.01 0 0 0,04 NA 0.02 0.43 631.43 638.22 4 575.20 574.90 58,92 0.0051 15 4.6 4.2 13.9 632.60 40.29 15 1.65 0.001 0.03 1.3 .0 42 0.00 0 0 0.01 NA 0.00 0.03 632.63 638.26 42 0.38 0.65 0.25 0,25 5.00 6.67 1.6 40 631.85 631.64 40.29 4.0062 15 5.1 3.7 10.9 575.90 58.92 15 4.18 0.004 0,25 3.4 .0 40 0,41 0.65 0.27 0.51 5.18 6.61 3.4 4B 0.00 0 0 0105 NA 0.02 0,27 576.17 580.09 38 631.50 630.00 147.60 0,0102 15 6.5 5.4 27,6 38 0.55 0.65 0.36 1.33 6.90 6.10 8.1 36 628.35 627.90 62,27 0.0072 18 8.9 5.7 10.9 587.70 37.15 15 1.82 0.001 0.03 1.5 ,0 36 0.07 0,80 0.06 1.38 7.08 6.05 8.4 1013 0.00 0 0 0.01 NA 0.00 0.03 587.73 593,40 34 627.80 627.40 62.78 0.0064 18 8,4 5.4 11.6 34 0.15 0.60 0.09 1.66 7.27 6.00 10.0 32 627.30 625.50 180.15 0.0100 18 10.5 6.8 26.7 595.60 37.61 15 0.90 0.000 0.01 0.7 .0 32 0.25 0.60 0.15 1.91 7.71 5.88 11.2 1213 0.00 0 0 0.00 NA 0.00 0.01 595.61 601.33 30 624.00 614,50 135.82 0,0699 18 27.8 14.8 9.1 30 0.63 0.55 0.35 2.65 7.87 5.84 15.5 28B 611.50 605.90 111.15 0.0504 18 23.6 14.2 7.8 609.90 36.01 15 1.74 0.001 0.03 1.4 .4 28B 0.98 0.50 0.49 3.14 8.00 5,81 18.2 14B 0.00 0 0 0.01 NA 0,00 0.03 609.93 615,3$ 28 605,80 602.00 76.13 0.0499 18 23.5 14,7 5.2 28 0.00 0.30 0.00 3.14 8.08 5.79 18.2 26 597.50 588.50 172.34 0,0522 18 24,0 14.9 11.5 555,60 74.64 24 40,57 0.032 2.40 12.9 .6 26 0.99 0.50 0.50 4.27 8.28 5.75 24.5 2 40.6 12,9 524 2.6 0.91 0 0 1,55 N/A 0.78 3.18 558.78 569.81 24 587.00 579.50 221.40 0,0339 24 41..6 13.8 16.1 566.60 79.32 24 40.57 0.032 2.55 12.9 .6 24 0.33 0.55 0.18 4.45 8.54 5.68 25.3 4 36.7 11,7 428 2.1 0.74 0 0 1,39 NA 0.69 3.24 569.84 581.84 6 579A0 577.60 36.30 0.0138 24 26,•6 9.6 3.8 577.00 67.02 24 36.66 0.026 1.76 11.7 .5 6 25.3 9.6 243 1.4 0.50 0 0 11.43 NA 0.52 2.28 579.28 584.75 580.20 97.92 18 i 1.46 0.012 1.17 6.5 .2 38B 0.70 0,65 0.46 0.46 6.74 6.14 2.8 g 11.2 9.1 102 1.3 0.45 0 0 0,61 NA 0.31 1.47 581.67 588,67 38 628.70 628.45 40.03 0.0062 15 5.1 4.2 9.5 584.20 90.38 15 11,18 0.030 2.71 9.1 .3 10 8.9 7.3 65 0.8 0.29 0 0 (0.61 NA 0.30 3.01 587.21 592.85 589.50 117.56 15 8.91 0.019 2.24 7.3 .2 34B 0.32 0.60 0.19 0.19 5.00 6.67 1.3 12 7.2 5.8 42 0.5 0.18 0 0 0.39 NA 0.19 2,43 591.93 600.45 34 630.04 629.70 37.21 0.0081 15 5.8 3.7 10.0 596.80 178.98 15 7.15 0.012 2,20 5.8 .1 14 1 4.8 3.919 0.2 0.08 0 0 0.22 NA 0.11 2.30 599.10 615.35 611.90 196.73 15 4,80 0.006 1.09 3.9 ,1 32B 0.14 0.65 0.09 0.09 5.04 6.67 0.6 16 3.1 2.b 8 0.1 0.44 0 0 0.09 NA 0.05 1.13 613.43 631.85 32 625.20 625.00 136.47 4.0055 15 4.8 2.7 13.7 626.20 35.99 15 1 3,14 0,002 0.09 2.6 0.0 1 g 0.00 0 0 0,03 NA 0.011 0.10 626.30 631.84 30B 0.79 0.50 0.40 0.40 6.60 6.18 2.4 30 1 612.70 612.50 36.03 0,0056 15 1 4.8 1 3.9 9.2 629.50 34.03 15 5.94 4.008 0.29 4,8 0.1 20 3.0 2.4 7.1 0.1 0.03 0 0 0.12 NA 0,06 0.35 629.85 635.86 630.35 40.01 15 2.96 0.002 0.08 2.4 .0 26B 1.27 0,50 0.64 0.64 6.58 1 6.18 3.9 1 L 22 0.00 0 0 0.02 NA 0.01 0.10 630.45 635.86 26 609.00 588.50 1196.26 0.1045 15 20.!9 13.0 15.1 Table 7: Grade Inlet Design Table Table 8: Pipe Design Table (PIPE DESIGN Pipe (Pipe run: 22 -OUT 2220 20 20 OUT Pipe run: 18 -OUT 18 1616 16 14 14 12 12 10 10 8 8 6 6 4 4 2 2 OUT Pipe run: 1413-14 1413 14 Pipe run: 1213-12 1213 12 Pipe tun: 1CB-10 10B 10 Pipe run: 413.4 413 4 Pipe run: 42-6 42 40 40 38 38 36 36 34 34 32 32 30 30 28B 28B 28 28 26 26 24 24 6 Pipe run: 38B-38 38B 38 Pipe run: 348-34 34B 1 34 Pipe run: 3213-32 32B 32 Pipe run: 30B-30 30B 30 Pipe run: 2613-26 2613 26 n = 0.013 for RCP 0,60 0.444 0.444 5.00 1 6.67 1 DRAINAGE DESCRIPTIONS � 1 629.55 1 629.35 c 0.70 0.455 PIPE INFORMATION 5.17 6.61 INLET INFORMATION 5.94 629.25 STR. NO. DIA. in. LENGTH* ft. SLOPE °lo INVERT IN INVERT OUT MATERIAL INLET T`(PE Curb T e I INLET STATION SLOT LENGTH RIM* ELEVATION COMMENTS 22 0.480 0,738 5.38 5.52 6.55 6.50 3.14 1.68 3.14 4.80 625.40 1 624.90 DI -3C CG -6 10+74.05 110 635.86 VDOT STD. IS -1 REVD 21 15 40.01 0,50% 629.55 629.35 RCP3 0.160 1.488 7.30 5.99 0.96 8.91 20 588.50 0.16 0.60 0.096 1.879 7.46 DI -3C CG -6 10+34.03 10 635.86 VDOTSTD. IS -1 REQD 19 15 34.03 2.20% 629.25 628.50 RCP3 582,10 579.00 0.13 0.60 0.078 6.465 18 5.67 0.44 36.66 577.50 575.40 0.08 DI -313 CG -6 19+50.52 14 631.84 VDOTSTD. IS -1 REQ'D 17 15 35.99 0.56% 625.40 625.20 RCP3 8.77 5.63 0.00 40.57 558.00 554.00 16 8.18 tQ to U '- 0.07 ..�., 19 Dl -3B CG -619+14.54 14.5 12 631.85 VDOTSTD. IS -1 REQ'D 15 15 196.73 7.12% 1 624.90 610.90 RCP3 t 21 15 5 13.3 20 14 15 4.8 12,9 0.29 0.50 0,145 DI -313 CG -6 17+17.81 12 615.35 VDOT STD. IS -1 REQ'D 13 15 178.98 6.82% 608.00 595.80 RCP3 1.82 1 1.82 586.90 586.70 20 0.01 12 15 9 Q 16.67 13.12 0.23 D1-313 CG -6 15+36.83 12 600,45 VDOT STD, IS -1 REQ'D 11 15 117.56 4,59% 1 593.90 588.50 RCP3 rn 0.16 to 3 w 28A 15 10 12.3 0.38 1 0.247 0.247 5.00 DI -313 C 14+21.27 a 592.85 VDOT STD. IS -1 REQ'D 1 9 15 90.38 3.21% 586.10 583.20 RCP3 631.50 630.00 0.55 0.65 0.358 1.326 8 6.10 2.18 8.08 628.35 627.90 0.07 D1-313 CG -6 13+30.88 6 588.67 VDOTSTD- IS -1 REQ'D 7 18 97.92 3.17% 582.10 579.00 RCP3 7.27 6.00 0.54 9.98 627.30 625.50 6 0.60 0.150 1.905 7.71 5.88 0.88 DI -313 CG -6 12+32.96 8; 584.75 VDOTSTD. IS -1 REQ'D 5 24 67.02 3.13% 577.50 575.40 RCP3 0.98 0,50 0.490 3.137 8.00 5.81 4 18.23 605.80 602.00 0.00 0.30 O.000 DI -313 CG -6 11+65.94 6i 581,80 VDOTSTD. IS -1 REQ'D 3 24 79.32 5.04% 569.00 565.00 RCP3 2.84 24.52 587.00 579.50 0.33 0.55 2 4.448 8.54 5.68 1.03 25.29 578.10 MH CG -6 10+86.61 - 569.81 VDOTSTD. IS -1 REQ'D 1 24 74.64 5.36% 1 558.00 554.00 RCP3 0.455 0,455 6.74 6.14 2.79 2.79 1413 628.45 4.71 2.92 I a N DI -313 CG -6 10+36.01 112 615.38 VDOTSTD. IS -1 REQ'D 14A 15 36.01 0.56% 609.10 608,90 RCP3 630.00 629.70 a v o 2.8 1213 a1 a x right 0,49 0.50 0.245 ° 0.14 I DI -3B CG -6 10+37.61 112 601.33 VDOTSTD. IS -1 REQ'D 12A 15 37.61 0,53% 594.80 594,60 RCP3 U C1 C% a v) cc 1013 0,50 0.395 0.395 6.60 6,18 144 Dl -3B CG -6 10+37.15 10 593.40 VDOTSTD. IS -1 REQ'D 10A 15 37.15 0.54% 586.90 586.70 RCP3 1.27 0.50 0.635 0.635 6.58 6.18 4B 3.93 609.00 588.50 3.5120 0.1463 0.1649 DI -3C CG -6 10+58.92 144 580,09 VDOTSTD. IS -1 REQ'D 4A 15 58.92 0.51% 575.20 574.90 RCP3 0.00 0.31 0.0432 0,0200 2.0 1 0.0830 42 3.27 0,98 3.5120 0.1463 0.1634 5.37 DI -3B CG -6 22+46.23 111) 638.26 VDOTSTD. IS -1 REQ'D 41 15 40.29 0.62% 631.85 631.60 RCP3 0.24 0,0432 0.0200 2.0 1 0.0830 4.1500 40 0.99 3.5120 0.1463 0.1649 4.78 1.25 DI -3B CG -6 22+05.93 12 638.22 VDOTSTD. IS -1 REQ'D 39 15 147.60 1,02% 631.50 630.00 RCP3 0.0600 0.0200 2.0 0.0830 4.1500 3.33 38 3.5120 0.1463 0.1634 6.47 1.24 1.00 DI -3C CG -6 20+58.34 6 635.10 VDOTSTD. IS -1 REQ'D 37 18 6227 0.72% 628.35 627.90 RCP3 0.0200 2.0 0.0830 4.1500 3.73 0.95 36 0.1463 0.1590 7.47 1.34 1.00 0.52 DI -313 CG -6 19+96.07 6 635.68 VDOTSTD. IS -1 REOD 35 18 62.78 0.64% 627.80 627.40 RCP3 2.0 0.0830 4.1500 3.79 0,95 3.5120 34 0.1590 9.01 1.33 1.00 0.64 0.00 DI -313 _CG -6 19+33.29 6 637,80 VDOTSTD. IS -1 REQ'D 33 18 180.15 1,00% 627.30 625.50 RCP3 0.0830 4.1500 3.65 0.94 3,5120 0.1463 32 8.69 1.38 1.00 0,58 0.00 - DI -313 CG -6 17+53.14 12! 631.13 VDOTSTD. IS -1 REQ'D 31 18 135.82 6,99% 624,00 614.50 RCP3 4.1500 3.79 0.95 3.5120 0.1463 0.1590 30 1.33 1.00 0.64 0.00 - 14B STR DI -313 CG -6 16+17.32 14. 618.90 VDOTSTD. IS -1 REQ'D 29 18 111.15 5.04% 611.50 605.90 RCP3 3.92 0.90 3.5120 0.1463 0.1517 9.62 28B 1.04 0.70 0.00 - 16 STR 3B DI -3C CG -6 15+06.17 10, 612.00 VDOTSTD. IS -1 REQ'D 28A 1 18 76.13 4.99% 605.80 .602.00 RCP3 0.95 3.5120 0.1463 0.1590 9.47 1.27 28 0.72 0.00 18 STR 18 STR 36 14.0 MH CG -6 14+30.04 - 614.01 VDOTSTD. IS -1 REQ'D 27 18 172.34 5.22% 597.50 588.50 RCP3 3.5120 0.1463 0.1532 11.37 1.23 1,00 26 0.00 - 24 3B 10.0 0.33 DI -7 CG -6 12+57.70 - 593.04 VDOTSTD. IS -1 REQ'D 25 24 221.40 3.39% 587.00 579.50 RCP3 0.1463 0.1546 7.92 1.26 1.00 0.73 24 1 30 3B 14.0 0.63 0.55 DI -313 CG -6 10+36.30 10 584.93 VDOTSTD. IS -1 REQ'D 23 1 24 36.30 1.38% 578.10 577.60 RCP3 0,1546 11.46 1.22 1,00 1.39 0.00 38B 30B STR 3B 10.0 0.26 0.50 0.130 DI -3C CG -6 10+40.03 10 635.10 VDOTSTD. IS -1 REQ'D 38A 15 40.03 0.62% 628,70 628.45 RCP3 7.43 1.35 1.00 0.52 0.00 - 34B 313 12.0 0.25 0.60 0.150 0.60 DI -3C CG -6 10+37.21 6 638.00 VDOTSTD. IS -1 REQ'D 34A 1 15 37.21 0.81% 630.00 629.70 RCP3 1.33 1.00 0.60 0.00 - 32B 32B 10.0 0.14 0.65 0.091 0.36 0.00 DI -313 CG -6 10+36.47 10 631.68 VDOTSTD. IS -1 REQ'D 32A 15 36.47 0.55% 625.20 625.00 RCP3 1.00 0.36 0.00 34 34 3B 30B 0.15 0.60 0.090 0.36 0.00 0.36 DI -313 CG -6 10+36.03 10 618.98 VDOTSTD. IS -1 REQ'D 30A 15 36.03 0.56% 612.70 612.50 RCP3 0.36 0.00 36 36 3B 6.0 2613 I 0.056 0.22 0.00 0.22 0.0300 Dl -7 CG -6 11+91.72 - 615.33 VDOT STD. IS -1 REQ'D 26A 1 15 196.26 10.45% 609.00 588.50 RCP3 i 40 40 3B 12.0 0.41 Table 7: Grade Inlet Design Table Table 8: Pipe Design Table (PIPE DESIGN Pipe (Pipe run: 22 -OUT 2220 20 20 OUT Pipe run: 18 -OUT 18 1616 16 14 14 12 12 10 10 8 8 6 6 4 4 2 2 OUT Pipe run: 1413-14 1413 14 Pipe run: 1213-12 1213 12 Pipe tun: 1CB-10 10B 10 Pipe run: 413.4 413 4 Pipe run: 42-6 42 40 40 38 38 36 36 34 34 32 32 30 30 28B 28B 28 28 26 26 24 24 6 Pipe run: 38B-38 38B 38 Pipe run: 348-34 34B 1 34 Pipe run: 3213-32 32B 32 Pipe run: 30B-30 30B 30 Pipe run: 2613-26 2613 26 n = 0.013 for RCP 0.74 0,60 0.444 0.444 5.00 1 6.67 1 2.96 � 1 629.55 1 629.35 c 0.70 0.455 0.899 1 5.17 6.61 � 5.94 629.25 1 628.50 (Intensity ttS p C1 U @ � U U N U ti F _v 12 w U N 0.74 0,60 0.444 0.444 5.00 1 6.67 1 2.96 1 2.96 1 629.55 1 629.35 0.65 0.70 0.455 0.899 1 5.17 6.61 3.01 5.94 629.25 1 628.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) 24 9.1 22.2 23 4A 15 4.4 12.1 0.80 0.43 0.60 0.60 0.480 0.258 0.480 0,738 5.38 5.52 6.55 6.50 3.14 1.68 3.14 4.80 625.40 1 624.90 625,20 610.90 0.32 0.50 0.160 1.183 7.07 6.05 0.97 7.15 608.00 595.80 0.32 0.50 0.160 1.488 7.30 5.99 0.96 8.91 593.90 588.50 0.16 0.60 0.096 1.879 7.46 5.95 0.57 11.18 586.10 583.20 0.10 0.60 0,060 1.939 7.60 5.91 0,35 11.46 582,10 579.00 0.13 0.60 0.078 6.465 8.61 5.67 0.44 36.66 577.50 575.40 0.08 0.65 0.052 7.177 8,68 5.65 0.29 40.57 569.00 565.00 0.00 0.30 0.000 7.177 8.77 5.63 0.00 40.57 558.00 554.00 9.59 8.18 tQ to U '- 0.07 ..�., 19 15 5.6 14.5 0.57 0.50 0.285 1 0.285 1 6.90 1 6.09 1 1.74 1.74 1 609.10 1 608.90 t 21 15 5 13.3 20 23 15 4.8 12,9 0.29 0.50 0,145 1 0.145 6.58 1 6.18 1 0.90 1 0.90 1 594,80 1 594.60 0.59 0.50 0,295 1 0.295 1 6,60 6.18 1.82 1 1.82 586.90 586.70 20 0.01 0.0682 15 9 Q 16.67 13.12 0.23 Os 1.32 0.50 0,660 1 0.660 1 6.05 6.33 4.18 1 4.18 575.20 574.90 13.84 11.96 rn 0.16 to 3 w 28A 15 4,5 12.3 0.38 0.65 0.247 0.247 5.00 6.67 1.65 1,65 631.85 631.60 0.41 0.65 0.267 0.514 5.18 6.61 1.76 3.39 631.50 630.00 0.55 0.65 0.358 1.326 6.90 6.10 2.18 8.08 628.35 627.90 0.07 0.80 0.056 1.382 7.08 6.05 0.34 8.36 627.80 627,40 0.15 0.60 0.090 1.664 7.27 6.00 0.54 9.98 627.30 625.50 0.25 0.60 0.150 1.905 7.71 5.88 0.88 11.21 624.00 614,50 0.63 0.55 0.347 2.647 7.87 5.84 2.03 15.47 611.50 605.90 0.98 0,50 0.490 3.137 8.00 5.81 2.85 18.23 605.80 602.00 0.00 0.30 O.000 3.137 8.08 5.79 0.00 18.23 597.50 588.50 0.99 0.50 0.495 1 4.267 8.25 5.75 2.84 24.52 587.00 579.50 0.33 0.55 0.182 4.448 8.54 5.68 1.03 25.29 578.10 577.60 20 X co y v w 1.46 o 0.90 1 0.00 0.90 0.70 0.65 0.455 0,455 6.74 6.14 2.79 2.79 628.70 628.45 4.71 2.92 combined flow a N � � + � J 8.9 0.32 0.60 0.192 0.192 5.00 6.67 1.28 1.28 630.00 629.70 a v o 2.8 m a1 a x right 0,49 0.50 0.245 ° 0.14 0.65 0.091 0.091 5.00 6.67 0.61 0.61 625.20 625.00 a > Q 0 U U C1 C% a v) cc 0.79 0,50 0.395 0.395 6.60 6,18 144 2.44 612.70 612.50 W - 5 s 4 4 3B 6.0 0.08 0,65 0.052 1.27 0.50 0.635 0.635 6.58 6.18 3.93 3.93 609.00 588.50 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Table UO 1 24 9.1 22.2 23 DEPTH) n = 0.01 for HDPE Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) 24 9.1 22.2 23 4A 15 4.4 12.1 20 z z o Inlet Mannings Coefficient, n is 0.013 Mannings Coefficient, n is 0.013 Curb and Gutter U 5 24 5 14.0 20 7 18 4.3 12.1 20 C y p Q > Curb and Gutter -F po13 o ° u- w Q > Inlet E E LL Inlet 9 Inlet 4.7 Hydrology 20 Hydrology 20 11 15 4.4 12.1 Curb and Gutter Curb and Gutter 15 5.6 14.5 20 14A 15 4.8 12.9 Inlet Inlet 15 15 5.4 14.1 20 0.01 0.0050 15 4.57 3.94 0.17 17 15 4.9 13,1 20 0.01 0.0220 15 • 9.59 8.18 tQ to U '- 0.07 ..�., 19 15 5.6 14.5 20 ^ CL O V w - tU o v `0 `w Cn � a t 21 15 5 13.3 20 23 15 4.8 12,9 20 0.01 0.01 0,0056 0.0712 15 15 ° U 4.82 17.23 4.16 12.01 fl 0.14 0.27 p, i5 p m 25 15 9 21.3 J 26A 15 5.2 13.7 20 0.01 0.0682 15 9 Q 16.67 13.12 0.23 Os a� 27 15 9.2 21.7 22 0.01 0.0459 15 13.84 11.96 rn 0.16 to 3 w 28A 15 4,5 12.3 20 0.01 0.0321 0 r!) 11.57 10.74 (n 0.14 2,0 W 29 15 L 14.1 20 0,01 0.0317 18 0.0010 18.69 11.07 °m 0.15 5.74 0.71 30A 15 N '✓ 1p N ° -2N _ C o U a 14.45 1.3833 0.08 uj '- w 31 15 5.3 13.9 20 0.01 v 24 y 50.80 N 0.37 O.6G 0.222 1.44 1 0.00 0.09 0.0010 ^ 0 ° 3 x x CV IS.S nT o 9.7 C B CL 1 0.0536 1 24 m Q B D 0.08 0.37 0.60 v 34A 15 6.7 16.7 ° o 4.1500 _ 3 x Lu a 10.21 0 35 v 0 m p 20 m a, ° S 4.81 o 0 o B °_ 0.92 1 0.00 v 15 cu 10.5 20 X co y v w 1.46 o 0.90 1 0.00 0.90 a� (6 O iB ° O c 2 0.0053 N STM 20 3C 10.0 4.71 2.92 combined flow a N � � + � J 8.9 m v U �, 46 u ° m 1 0.50 4.74 3.61 m Tu 0.0600 a v o 2.8 m a1 a x right 0,49 0.50 0.245 ° N 0.0010 1 ° � 0.01 0.0062 15 5.09 s ° � E > a > Q 0 U U C1 C% a v) cc 3• U) i= I- W ca 3 rn W 0.38 LLi W - 5 s 4 4 3B 6.0 0.08 0,65 0.052 0.21 0.00 1 0.21 0.0432 0.0200 2.0 1 0.0830 4.1500 2.81 0.99 3.5120 0.1463 0.1649 4,51 1.33 1,00 0.21 0.00 6 6 3B 8.0 0.13 0.60 0.078 0.31 0.00 0.31 0.0432 0,0200 2.0 1 0.0830 4.1500 3.27 0,98 3.5120 0.1463 0.1634 5.37 1.49 1.00 0.31 0.00 8 8 3B 6.0 0.10 0.60 0.060 0.24 0.00 0.24 0,0432 0.0200 2.0 1 0.0830 4.1500 2.97 0.99 3.5120 0.1463 0.1649 4.78 1.25 1,00 0.24 0.00 - 10 36 8.0 0.16 0.60 0.096 0.38 0.00 0.38 0.0600 0.0200 2.0 0.0830 4.1500 3.33 0.98 3.5120 0.1463 0.1634 6.47 1.24 1.00 0.38 0.00 - 10B STR 3B 10.0 0.26 0.50 0.130 0.52 0.00 0.52 0.0600 0.0200 2.0 0.0830 4.1500 3.73 0.95 3.5120 0.1463 0.1590 7.47 1.34 1.00 0.52 0.00 - 12 3B 12.0 0.32 0.50 0.160 0,64 0.00 0,64 0.0839 0,0200 2.0 0.0830 4.1500 3.79 0,95 3.5120 0.1463 0.1590 9.01 1.33 1.00 0.64 0.00 126 12B 3B 12.0 0.29 0.50 0.145 0.58 0.00 0.58 0.0839 0.0200 2.0 0.0830 4.1500 3.65 0.94 3,5120 0.1463 0.1576 8.69 1.38 1.00 0,58 0.00 - 14 3B 12.0 0.32 0.50 0.160 0.64 0.00 0.64 0.0839 0.0200 2.0 0.0830 4.1500 3.79 0.95 3.5120 0.1463 0.1590 9.01 1.33 1.00 0.64 0.00 - 14B STR 3B 12.0 0.35 0,50 0.175 0.70 0.00 0.70 0.0839 0.0200 2.0 0.0830 4.1500 3.92 0.90 3.5120 0.1463 0.1517 9.62 1.25 1.04 0.70 0.00 - 16 STR 3B 12.0 0.30 0.60 0.180 0.72 0.00 0.72 0.0839 0.0200 2.0 0.0830 4,1500 3,96 0.95 3.5120 0.1463 0.1590 9.47 1.27 1.00 0.72 0.00 18 STR 18 STR 36 14.0 0.44 0,60 0.264 1.06 0.00 1.06 0.0839 0, 0200 2.0 0.0830 4.1500 4.57 0, 91 3.5120 0.1463 0.1532 11.37 1.23 1,00 1.06 0.00 - 24 3B 10.0 0.33 0.55 0.182 0.73 0.00 0.73 0.0432 0.0200 2.0 0.0830 4.1500 4.50 0.92 3.5120 0.1463 0.1546 7.92 1.26 1.00 0.73 0.00 30 30 3B 14.0 0.63 0.55 O, 347 1.39 0.00 1.39 0.0600 0.0200 2.0 0, 0830 4.1500 5.39 0.92 3.5120 0,1463 0,1546 11.46 1.22 1,00 1.39 0.00 - 30B STR 3B 10.0 0.26 0.50 0.130 0.52 0.00 0.52 0.0600 0.0200 2.0 0.0830 4.1500 3.73 0.96 3.5120 0.1463 0.1605 7.43 1.35 1.00 0.52 0.00 - 32 STR 313 12.0 0.25 0.60 0.150 0.60 0.00 0.60 0.0968 0.0200 2.0 0.0830 4.1500 3.60 0.97 3.5120 0.1463 0.1619 9.05 1.33 1.00 0.60 0.00 - 32B 3B 10.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0968 0.0200 2.0 0.0830 4.1500 2.98 0.99 3.5120 0.1463 0.1649 7.26 1.38 1.00 0.36 0.00 34 34 3B 6.0 0.15 0.60 0.090 0.36 0.00 0.36 0.0200 0.0200 2.0 0.0830 4.1500 3.99 0.95 3.5120 0.1463 0.1590 4.60 1.30 1.00 0.36 0.00 36 36 3B 6.0 0.07 0.80 0.056 0.22 0.00 0.22 0.0300 0.0200 2.0 0.0830 4.1500 3.10 0.99 3.5120 0.1463 0.1649 4.17 1.44 1.00 0.22 0.00 40 40 3B 12.0 0.41 0.65 0.267 1.07 0.00 1.07 0.0400 0.0200 2.0 0.0830 4.1500 5.27 0.85 3.5120 0.1463 0.1444 9.47 1.27 1.00 1.07 0.00 - 42 38 12.0 0.38 0.65 0.247 0.99 0.00 0.99 0.0400 0.0200 2.0 0.0830 4.1500 5.12 0.87 3.5120 0.1463 0.1473 9.06 1.32 1.00 0.99 0.00 Table 7: Grade Inlet Design Table INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Table UO 1 24 9.1 22.2 23 DEPTH) n = 0.01 for HDPE Intensity 6750 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) 3 24 9.1 22.2 23 4A 15 4.4 12.1 20 z z o Inlet Mannings Coefficient, n is 0.013 w Curb and Gutter U 5 24 5 14.0 20 7 18 4.3 12.1 20 C y p Q > Curb and Gutter -F po13 o ° u- w Q > Inlet E E LL Inlet 9 15 4.7 Hydrology 20 IOA 15 4.7 12.7 20 11 15 4.4 12.1 Curb and Gutter 20 15 5.6 14.5 20 14A 15 4.8 12.9 Inlet vco 15 15 5.4 14.1 20 0.01 0.0050 15 4.57 3.94 0.17 17 15 4.9 13,1 20 0.01 0.0220 15 • 9.59 8.18 tQ to U '- 0.07 ..�., 19 15 5.6 14.5 20 ^ CL O V w - tU o v `0 `w Cn � a v 21 15 5 13.3 20 23 15 4.8 12,9 20 0.01 0.01 0,0056 0.0712 15 15 ° U 4.82 17.23 4.16 12.01 fl 0.14 0.27 p, i5 p m 25 15 9 21.3 22 26A 15 5.2 13.7 20 0.01 0.0682 15 9 Q 16.67 13.12 0.23 Os a� 27 15 9.2 21.7 22 0.01 0.0459 15 13.84 11.96 rn 0.16 to 3 w 28A 15 4,5 12.3 20 0.01 0.0321 15 r!) 11.57 10.74 (n 0.14 2,0 W 29 15 5.4 14.1 20 0,01 0.0317 18 0.0010 18.69 11.07 0.0830 0.15 5.74 0.71 30A 15 o_ 12.9 1p 0.01 -2N @ 0.0600 40.04 14.45 1.3833 0.08 uj 31 15 5.3 13.9 20 0.01 v 24 y 50.80 14,90 0.37 O.6G 0.222 1.44 1 0.00 0.09 0.0010 0,0200 32A ° 3 x x 20 IS.S nT o 9.7 C B `w 1 0.0536 1 24 m 52.37 14.90 11.78 0.08 0.37 0.60 0.222 34A 15 6.7 16.7 ° 0.4830 4.1500 9.82 0.58 Sr ri ht 9 0.2C 0.445 10.21 S;TR 22 3C 10. 35 15 6.3 m p 20 0.01 C 15 S 4.81 m 0.0830 aUi left 0.33 0.70 0.231 0.92 1 0.00 37 15 3.6 10.5 20 X ED> 10.2241 v 0,00 1.46 right 0.32 0.70 0.224 0.90 1 0.00 0.90 m O (6 O 2.8 O U 2 0.0053 N STM 20 3C 10.0 4.71 2.92 combined flow 0.21 N II 39 p�j J 8.9 0 U �, 46 15 1 0.50 4.74 3.61 0.98 0.17 0.0600 2,0 41 1 15 1 2.8 8.9 20 right 0,49 0.50 0.245 0.98 1 0.00 0.98 0.0010 1 0.01 0.0051 15 4.61 4.25 0,23 2.0 0.01 0.0062 15 5.09 3.69 0.18 -6 5.35 0.46 0.01 0,0072 18 8.93 > _ Q C> v CJ 8 Ca vi in � c'n sn i= w ro 9.61 0.06 If 0.16 0.01 0.0062 15 5.11 4.23 0.16 0.38 LLi Ci 0.01 0.0055 15 4.78 T 2.67 0.23 ° r 4 3B 6.0 0.08 0.65 0.052 0.34 0.00 0.34 0.0432 (0.0200 2.0 1 0.0830 4.1500 3.37 0.98 3.5120 0.1463 0.1634 5.55 1.08 1.00 0,34 1 0.00 6 3B 8.0 0.13 0.60 0.078 0.51 0.00 0.51 0.0432 (0.0200 2.0 OA830 4.1500 3.93 0,95 3.5120 0.1463 0.1590 6.69 1.20 1.00 0.51 0.00 - 8 313 6.0 0,10 0.60 0.060 0.39 0.00 0.39 0,0432 (0.0200 2.0 0.0830 4.1500 3,56 0.97 3.5120 0.1463 0.1619 5.93 1.01 1.00 0.39 0.00 0.16 0.352 8.06 10 3B 8.0 0.16 0,60 0.096 0.62 0.00 0.62 0.0600 (0.0200 2.0 0.0830 4.1500 3,99 0,95 3.5120 0.1463 0.1590 8.06 0.99 1.00 0.62 0.00 - 10B STR 313 10.0 0.26 0.50 0,130 0.85 0.00 0.85 0.0600 {0.0200 2.0 0.0830 4.1500 4.47 0.68 3.5120 0.1463 0.1488 9.53 1.05 1.00 0.85 0.00 - 12 3B 12.0 0.32 0.50 0.160 1.04 0.00 1.04 0.0839 (0.0200 2.0 0.0830 4.1500 4.54 0.88 3,5120 0.1463 0.1488 11.50 1 1.04 1.00 1.04 0.00 - 126 36 12.0 0.29 0.50 0.145 0.94 0.00 0.94 0.0839 {0.0200 2.0 0,0830 4,1500 4.38 0,88 3.5120 0.1463 0,1488 11.03 1,09 1.00 0.94 0.00 14 3B 12.0 0.32 0.50 0.160 1.04 0.00 1.04 0.0839 0.0200 2.0 0.0830 4,1500 4.54 0.88 3, 5120 0.1463 0.1488 11.50 1.04 1.00 1.04 0,00 14B STR 3B 12.0 0.35 0.50 0.175 1.14 0.00 1.14 0.0839 0,0200 2.0 0.0830 1 4,1500 4,70 0.85 3.5120 0.1463 0.1444 12.15 0.99 1.00 1,14 0.00 - 16 STR 3B 12,0 0.30 0.60 0.180 1.17 0.00 1.17 0,0839 0.0200 2.0 0,0830 4.1500 4,75 0.88 3.5120 0,1463 0.1488 1 12.08 0.99 1.00 1.17 0.00 18 STR 3B 14.0 0.44 0.60 0.264 1.72 0.00 1.72 0.0839 0.0200 2,0 0.0830 4.1500 5.48 0.85 3.5120 0.1463 0.1444 14.45 0.97 1.04 1.71 0.00 - 24 3B 10.0 0.33 0.55 0.182 1,18 0.00 1.18 0.0432 010200 2, 0 0.0830 4.1500 5.39 0.86 3.5120 0.1463 0.1458 10.05 0.99 1.00 1.18 0.00 - 30 3B 14.0 0.63 0,55 0.347 1 2.25 0.00 2.25 0,0600 0.0200 2.0 0.0830 4.1500 6.46 0,87 3.5120 0.1463 0.1473 14.47 0.97 1.00 2.25 0.00 30B STR 313 10.0 0.26 0.50 0.130 0.85 0.00 0.85 0.0600 0.0200 2.0 0.0830 1 4.1500 4.47 0.88 3.5120 0.1463 0.1488 9.53 1.05 1.00 0.85 0.00 32 STR 313 12.0 0,25 1 0.60 0.150 0.98 0.00 0.98 0.0968 1 0.0200 2.0 0.0830 4.1500 4.32 1 0.92 3.5120 0.1463 0.1546 1 11.41 1.05 1.00 0.98 0.00 32B 3B 10.0 0.14 0.65 0,091 0.59 0.00 0.59 0.0968 j 0.0200 2.0 0.0830 4.1500 3.58 0.97 3.5120 0.1463 0.1619 9.00 1 1.11 1.00 0.59 0,00 - 34 3B 6.0 0.15 0.60 0.090 0.59 0.00 0.59 0.0200 03.0200 2.0 0.0830 4.1500 4,79 0,88 3.5120 0.1463 0.1488 5.87 1.02 1.00 0.59 0,00 36 313 6.0 0.07 0.80 0.056 0.36 0.00 0.36 0.0300 0).0200 2,O 0.0830 4.1500 3.72 0.97 3.5120 0.1463 0.1619 5.16 1.16 1.00 0.36 0.00 40 3B 12.0 0.41 0.65 0.267 1 1.73 0.00 1.73 0.0400 0.0200 2,0 0.0830 4.1500 6.32 0.79 3,5120 0.1463 0.1356 12.06 1.00 1,00 1.73 0.00 42 313 1 12.0 1 0.38 1 0.65 0.247 1 1.61 0.00 1.61 0.0400 0.0200 1 2.0 1 0.0830 4.1500 6.14 0.80 3,5120 0,1463 0,1371 1 11.60 1.03 1.00 1.61 0,00 r Z 0 0 40.0 34.0 36.0 196.7 179.0 117.6 90.4 97.9 67.0 79.3 74.6 36.0 37,6 37,2 58.9 40.3 147.6 62,3 62.8 180.2 135.8 111.2 76.1 172.3 221.4 36.3 40.0 37.2 36.5 36.0 196.3 Pipe No. Sizeinches) Max Depth_(feet Easement Width Req'd (feet) I Easement Width Provided Table 6: Sump Inlet Desig Table UO 1 24 9.1 22.2 23 DEPTH) n = 0.01 for HDPE Mannin is Coefficient, n is 0.013 3 24 9.1 22.2 23 4A 15 4.4 12.1 20 z z o Inlet Manniin s Coefficient, n101 w Curb and Gutter U 5 24 5 14.0 20 7 18 4.3 12.1 20 C y p Q > Curb and Gutter -F po13 o ° u- w Q > Inlet E E LL 9 15 4.7 12.7 20 IOA 15 4.7 12.7 20 11 15 4.4 12.1 20 12A 15 4.7 12.7 20 15 5.6 14.5 20 14A 15 4.8 12.9 20 vco 15 15 5.4 14.1 20 0.01 0.0050 15 4.57 3.94 0.17 17 15 4.9 13,1 20 0.01 0.0220 15 • 9.59 8.18 tQ to U '- 0.07 ..�., 19 15 5.6 14.5 20 ^ CL O V w - tU o v `0 `w Cn � a v 21 15 5 13.3 20 23 15 4.8 12,9 20 0.01 0.01 0,0056 0.0712 15 15 ° U 4.82 17.23 4.16 12.01 fl 0.14 0.27 p, i5 p m 25 15 9 21.3 22 26A 15 5.2 13.7 20 0.01 0.0682 15 9 Q 16.67 13.12 0.23 Os a� 27 15 9.2 21.7 22 0.01 0.0459 15 13.84 11.96 rn 0.16 to 3 w 28A 15 4,5 12.3 20 0.01 0.0321 15 r!) 11.57 10.74 (n 0.14 2,0 W 29 15 5.4 14.1 20 0,01 0.0317 18 0.0010 18.69 11.07 0.0830 0.15 5.74 0.71 30A 15 4.8 12.9 20 0.01 0.0313 24 0.0600 40.04 14.45 1.3833 0.08 0.71 31 15 5.3 13.9 20 0.01 0.0504 24 50.80 14,90 0.37 O.6G 0.222 1.44 1 0.00 0.09 0.0010 0,0200 32A 15 4,8 12.9 20 33 15 9.7 223 23 0.01 1 0.0536 1 24 9.82 52.37 14.90 11.78 0.08 0.37 0.60 0.222 34A 15 6.7 16.7 20 0.4830 4.1500 9.82 0.58 ri ht 9 0.2C 0.445 10.21 S;TR 22 3C 10. 35 15 6.3 15.9 20 0.01 0.0056 15 0.0010 4.81 3.58 0.0830 0.17 left 0.33 0.70 0.231 0.92 1 0.00 37 15 3.6 10.5 20 0.32 EKE0.58 10.2241 1.46 0,00 1.46 right 0.32 0.70 0.224 0.90 1 0.00 0.90 0.0010 38A 15 2.8 10.7 20 0,01 1 0.0053 15 STM 20 3C 10.0 4.71 2.92 combined flow 0.21 39 1 15 3.7 8.9 20 0.01 0.0054 15 1 0.50 4.74 3.61 0.98 0.17 0.0600 2,0 41 1 15 1 2.8 8.9 20 right 0,49 0.50 0.245 0.98 1 0.00 0.98 0.0010 1 0.01 0.0051 15 4.61 4.25 0,23 2.0 0.01 0.0062 15 5.09 3.69 0.18 0.01 0,0102 15 6.51 5.35 0.46 0.01 0,0072 18 8.93 5.72 0.18 0.01 0,0064 18 8.38 5.41 0.19 0.01 0,0100 18 10.50 6.76 0.44 0.01 0.0699 18 27.78 14.85 0.15 0.01 0.0504 18 23,58 14.23 0.13 0.01 0,0499 18 23.47 14.66 0.09 0.01 0.0522 18 24.00 14.93 0.19 0.01 0.0339 24 41.64 13.77 0.27 0.01 0.0138 24 26.55 9.61 0.06 If 0.16 0.01 0.0062 15 5.11 4.23 0.16 0.38 0.01 0,0081 15 5.80 3,73 0.17 0.0200 0.01 0.0055 15 4.78 T 2.67 0.23 0.0830 0.01 0.0056 15 4.81 1 3.92 1 0.15 7.17 0.01 1 0.1045 15 1 20.88 1 12.96 1 0.25 Table 6: Sump Inlet Desig Table UO I ntensity 6.50 (intensity is 4 in/hr for spread, and 6.5 in/hr for INLETS IN SUMP, DESIGN (C RB SPREAD AND INLET SPREAD AND DEPTH) z Mannin is Coefficient, n is 0.013 Intensiity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) z z o Inlet Manniin s Coefficient, n101 w Curb and Gutter U z z a Inlet OO U¢ae w O W z O UO Inlet Hydrology }O- zD D O U Ce 0- O w y p Q > Curb and Gutter CY-1 w LU Inlet > a w o vco I w(D m a ^ o o c • ."'i tQ to U '- ..�., .0 N 0 72` ° ^ CL O V w - tU o v `0 `w Cn � a v -2 1 v v M o ° O 3 ° O ° a ° U fl m p, i5 p m dl V R} r N U « y J r '3 ,c .c 6 Qi -cu N 9 Q m ° :30) Os a� CL w o g o cn C4 -3°� p x3 W -�° x rn 3 to 3 w d a 0 V) v i > --C Q C� U CJ C1 Ci rn x r!) r� v) (n I 2,0 W o a F 6.88 1 left 1 0.66 0.50 1 0.330 1.32 0.)0 1.32 0.0010 0.0600 2.0 0.0830 1.3833 5.74 0.71 0.0640 2.0 0.0830 0.66 0.50 0.330 1.32 0.00 1.32 0.0010 0.0600 2.0 0.0830 1.3833 5,74 0.71 right S;TR 4B 3C 14. combined flow 2.6 3.73 left 0.37 O.6G 0.222 1.44 1 0.00 1.44 0.0010 0,0200 0.16 x354 2.70 0.0830 4.1500 left 0.37 0,60 1 0.222 0.89 0.00 0.89 0,0010 0.0200 2,0 0.0830 4.1500 9.82 0.58 4.1500 11.78 0.49 0.37 0.60 0.222 0.89 I 0.00 0.89 0.0014 0.0240 2.0 0.4830 4.1500 9.82 0.58 ri ht 9 0.2C 0.445 10.21 S;TR 22 3C 10. combined flow 1.8 1 0.33 0.70 0.231 1.50 0.00 1,50 0.0010 0.0200 0.15 0.322 7.39 0.0830 left 0.33 0.70 0.231 0.92 1 0.00 0.92 0.0010 0.0200 2.0 1 0.0830 1 0.32 EKE0.58 10.2241 1.46 0,00 1.46 right 0.32 0.70 0.224 0.90 1 0.00 0.90 0.0010 0.0200 2,0 1 0.0830 4.1500 1 9.86 1 0.58 STM 20 3C 10.0 combined flow STIR 20 3C 10. combined flow 1.8 0.21 0.453 10.38 0.15 1 0.328 T7.51 left 1 0.49 1 0.50 left 0.49 O,50 0.245 0.98 0.00 0.98 0.0010 1 0.0600 2,0 0.0830 1.3833 5.13 013 right 0,49 0.50 0.245 0.98 1 0.00 0.98 0.0010 1 0.0600 2.0 0.0830 1.3833 5.13 0.73 6.15 0.54 STR 28B 3C 12.0 combined flow 2.0 combined flow 3.2 0.14 0.314 2.40 0.22 0.476 3.63 If 0.16 0.60 0.096 0.38 0.00 0.38 0,0010 0.0200 2.0 0.0830 0.0010 7.17 0.74 0.0830 8.60 right 0.16 0.60 0.096 0.38 0.00 0.38 0.0010 0.0200 2.0 0,0830 4.1500 7.17 0.74 0.0200 2,0 0.0830 4.1500 STR 346 3C 6.0 combined flow 0.8 STR .3413 3C 6.0 combined flow 1.2 0.11 0.232 5.33 left 0.27 0.65 0.176 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 1 0.176 8.99 0.62 1.14 0.0010 0.0200 right 0.28 0.65 0.182 0.73 0.00 0.73 0.0010 0,0200 2.0 0.0830 4.1500 9.12 0.62 4.182 1.18 0.00 1.18 STR 38 3C 6,0 combined flow 1.4 0.0830 4.1500 10.94 4.52 0.16 0.352 8.06 STR'. 38 3C 6.0 combined flow left 0.35 0.65 0.228 0.91 0.00 0.91 0.0010 1 0.0200 2.0 1 0,0830 11.15 9.91 0.58 left 0,35 0.65 0.228 1.48 0.00 1,48 right 0.35 0.65 0.228 0.91 1 0,00 0.91 0.0010 0.0200 2.0 0.0830 4.1500 9.91 0.58 1.48 0.0010 0.0200 2.0 combined flow 1.8 11.89 0.49 STR MB 3C 10.0 combined flow 0.15 0.328 7.51 STrR 38B 3C 10. * gutter longitudinal slope of 0.001 should be used in a sump condition 0.21 0.453 1 10.38 * gutter longitudinal slope of 0.001 should be used in a sump condition - grate iinlets (DI -7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - grate inliets (DI -7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwat r management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities - for inlets draining to stormwater management facilities, the 6.5in/hr check Table 6: Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) UO I ntensity 6.50 (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) z Mannin is Coefficient, n is 0.013 z z o Inlet Hydrology w Curb and Gutter U z z a Inlet OO U¢ae w O W z O UO i- m tin h z z O U< ce CL D w }O- zD D O U Ce 0- O w y p Q > a > 0. D ui CY-1 w LU C)e w °- > a w o e7Uj m a ^ o o c ."'i tQ to U '- ..�., .0 N 72` ° ^ CL O V w - tU o v `0 3 Cn � a 2 v o 2 fl m p m C 'm ° N N N N N y J r '3 ,c H O m Oo - O 0. g - A ° °' :30) j 3 CL ° 0 o g m o,• > ¢ x3 W 3 rn rn f= w d a s a left 1 0.66 0.50 0.330 2.15 0.00 2.15 0.0010 0.0600 2,0 0.0830 1.3833 6.88 1 0.52 right 1 0.0010 0.0640 2.0 0.0830 1.3833 6.88 0.52 STM 46 3C 14.0 combined flow 4.3 0.22 0.489 3.73 left 0.37 O.6G 0.222 1.44 1 0.00 1.44 0.0010 0,0200 2.4 0.0830 4.1500 11.78 0.49 right 1 0.37 0.60 0.222 1.44 0.00 1.44 0.0010 0.0200 2.0 0.0830 4.1500 11.78 0.49 STM 22 3C 10.0 combined flow 2.9 0.2C 0.445 10.21 left 1 0.33 0.70 0.231 1.50 0.00 1,50 0.0010 0.0200 2,0 0.0830 11.96 0.49 right 1 0.32 10.70 10.2241 1.46 0,00 1.46 0,0010 0.0200 2.0 0.0830 4.1500 11.82 0.49 STM 20 3C 10.0 combined flow 3.0 0.21 0.453 10.38 left 1 0.49 1 0.50 0,245 1.59 0.00 1.59 0.0010 0.0600 2.O 0.0830 1.3833 6.15 0.54 right 0.49 0.50 1 0.245 1 1.59 1 0.00 1.59 1 0.0010 0.0600 2.0 0.0830 1.3833 6.15 0.54 STR =288 3C 10.0 combined flow 3.2 0.22 0.476 3.63 left I a 16 1 0.60 0.096 0.62 0.00 0.62 0.0010 0.0200 2, 0 0.0830 8.60 0.63 Fight 1 0.16 0.60 0.096 0.62 1 0.00 0.62 0.0010 0.0200 2,0 0.0830 4.1500 8.60 0.63 STR .3413 3C 6.0 combined flow 1.2 0.15 0.321 7,36 left 1 0,27 1 0.65 1 0.176 1.14 0.00 1.14 0.0010 0.0200 2.0 0.0830 10.79 0.52 right 0.28 0.65 4.182 1.18 0.00 1.18 0.0010 0.0200 2.0 0.0830 4.1500 10.94 4.52 STR'. 38 3C 6.0 combined flow 2.3 0.22 0.486 1 11.15 left 0,35 0.65 0.228 1.48 0.00 1,48 0.0010 0.0200 2.0 0,0830 11.89 0.49 right 0.35 0.65 0.228 1.48 0.00 1.48 0.0010 0.0200 2.0 0.0830 4.1500 11.89 0.49 STR MB 3C 10.0 combined flow 3.0 0.21 0.453 1 10.38 * gutter longitudinal slope of 0.001 should be used in a sump condition - grate inliets (DI -7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities 0) �.i O SCOTT R. COLLINS Z T ) No. 35791 2� ro�o� 1 J 2� I t� IONAL z O l -- GL U LU z O ti U7 W ce U) z w Q 0 U) 1104 LU ce ,n Uj Apr N CY) R CN N W ...I Ul W W T�T r U) 3 0 V C) C) N t z 41� v CL In 0 CL 0 T ° 0,�,/ ° LL � v v v H od rn VJ Cz 06 3 � Ld _C:w m W 4% 0-o z C P-11P-11aW H V) a� a, O H D U.j `„! ° 0 V �v • 4 �`1 U a 0 c U � �- 3 L o vN v (� L �C x x ° W° z c w o W N Z c� W U Z_ N W J 0 O O U o °, T � a v 0 0 Q� > s� V U v U s� c w ao �o f - C: -a v LU l- E In LU LU 0 E 0 JOB N0.o y ) 112072 0 In �> SCALE ° a � N/A 0 SHEET NO. Q Q) 0 Q) n 19 a o UO z w z z o r w w U z z a OO U¢ae w O W z O UO i- m tin h z z O U< ce CL D w }O- zD D O U Ce 0- O w y p Q > a > 0. D ui CY-1 w LU C)e w °- > a w e7Uj ,n Uj Apr N CY) R CN N W ...I Ul W W T�T r U) 3 0 V C) C) N t z 41� v CL In 0 CL 0 T ° 0,�,/ ° LL � v v v H od rn VJ Cz 06 3 � Ld _C:w m W 4% 0-o z C P-11P-11aW H V) a� a, O H D U.j `„! ° 0 V �v • 4 �`1 U a 0 c U � �- 3 L o vN v (� L �C x x ° W° z c w o W N Z c� W U Z_ N W J 0 O O U o °, T � a v 0 0 Q� > s� V U v U s� c w ao �o f - C: -a v LU l- E In LU LU 0 E 0 JOB N0.o y ) 112072 0 In �> SCALE ° a � N/A 0 SHEET NO. Q Q) 0 Q) n 19 a o Westlake Hills Job 4:##### Preohred bv: I,,KW V H Q. V Q*V IUNCT60NLOSS V /2g H ANG7LE H, H 1.3H .5H NAL H WLET WATER SURFACE ELEV RIM ELEV 0.0055 2 4.79 3.68 a c 50 0.21 0.50 0.105 0.430 7.07 12 m o am 0,9 0.0 = c 3 3 = rn o v ¢ a E 2 L N co 0.168 0.598 B 5.99 m 3 0 ° o = °- m o o 0.00 0 0 0.00 NA 0.00 0.01 618.91 624.46 c o Ci Ci -G � = J m c u. C/i tl > LL LL rY U) W Q U U U i~ 15 8,41 7.43 0.17 46 44B 0.00 0.30 0.000 1.023 7.66 5.90 0.00 6.08 583.10 57'1.00 108.0 3.2 0.0 18 35.16 14.86 0.12 44B 44 0.00 0.30 0.000 1.023 7.78 5.87 0.00 6.08 562.00 2.6 2.1 5.5 0,1 0.02 0 0 0.06 NA 0.03 .31 618.31 624.30 2.1 0.0 5.11 4.45 20.40 550.20 54;9.90 25.0 0.01 0.0120 24 24.78 8.80 0.05 Pipe run: 6213-62 24 84B 1.4 1,1 1.6 0.0 0.01 0 0 0.02 NA 0.01 ,16 621.16 627.89 1.1 0.0 15 62B 62 0.78 0.40 0.312 0.312 11.80 5.04 1.57 1.57 587.90 5877.70 36.8 0.01 0.0054 15 4,77 3.46 0.00 0 0 0.00 NA 0.00 .02 622.62 628.04 20 97 15 4.8 12.9 20 99 15 1 4.7 12.7 20 80 78 0.81 0.55 0.446 0.446 5.00 6.67 2.97 2.97 612.30 612?. 10 40.2 0.01 0.0050 15 4.56 3.93 0.17 1.6 0.0 0.40 0.60 0.240 0.686 5.17 6.61 1.59 4.53 612.00 600),40 137.4 0.01 0.0844 15 18.77 12.50 0.18 76 74 0.00 0 0 0.01 NA 0.00 .04 617,94 623.31 592. 50 98.5 0.01 0.0569 15 15,41 12.45 0.13 74 72 0.14 0.70 I 1.607 10.99 5.18 0.51 8.32 590.20 587.30 76.8 0.01 0.0378 15 12.55 10.91 0.12 72 1 70 0.08 0,4 0.0 2.099 11.11 5.16 0.25 10.82 582.20 5735.00 128.1 0.01 0.0718 15 17.31 14.86 0.14 70 68 0.00 0.30 0.000 0,00 0 0 0.00 NA 0,00 .00 619.50 624.80 0.1067 24 73.89 14.90 0.07 68 44 0.00 0.30 0.000 2.099 11.33 5.12 0.00 10.82 553.50 550.1.30 42.4 0,01 O.Ofi55 24 62.16 14.78 0.05 Pipe run: 766-76 0.89 0.0010 0.0600 2.0 0.0830 10.1 0.4 4.94 0.87 9.37% 565.00 556,50 _0_0 STR 728 3C 8.0 3.33 combined flow 1.8 cn 76B 76 0.91 0.50 12.4 10,1 125 1.6 0.55 2.81 598.45 0.95 1 N/A 0,48 4.16 1 603.16 613.93 10.1 0.4 Pipe run: 74B-74 0 6,44 0.78 1.79 0.00 1.79 right 0.09 0.90 0.081 0.32 0.00 0.32 0.0010 0.0200 2,0 6.1 1 5.0 30 0.4 0.13 0 0 0.53 NA 0,27 1.71 612,71 623.31 5.0 0.1 590..30 40,2 0.01 0.0062 15 5.10 3.50 0.19 Pipe run: 728-72 left 0.28 0.55 0.154 0.62 0.00 0.620.0010 0.60 5.0 4.1 21 0.3 0.09 0 0 0.19 NA 0,09 1.12 618.52 625.86 4.1 0.1 0.60 0.444 0,444 5.00 6.67 2.96 2.96 585.40 585!.00 56,6 0.01 0.0071 15 5.43 4.50 3.9 3,2 13 0.2 0.06 0 0 0.12 NA 0,06 .35 618.95 626.66 3,2 0.0 0.088 0.35 0.00 0.35 0.0010 94 2.0 92 0.12 0.60 0,072 0.072 5.00 6,67 0.48 2.1 1.7 3.5 0.0 0.02 0 0 0.06 NA 0,03 .20 619.30 625.00 1.7 0.0 0.279 0.351 7.67 5.89 1.64 2.07 621.10 620.40 91.8 0.01 0,0076 15 5.64 4.20 0.36 0.5 0.4 1 0,2 1 0.0 0.00 0 0 0.011 NA 0.01 .10 621.50 627.71 0.4 0.0 0.0065 15 5.22 4.65 0.16 88 0.276 -6-0 0.33 0.60 0.198 0.875 8.20 5.76 1.14 5.04 618.00 617.;:,60 47.5 OAO 4 0 0- NA 0.00 .00 622.20 627.70 0.32 0.60 0.192 1,067 8.35 5.73 1.10 6.11 617,50 616.140 114,4 0.01 0. DOW 15 6.34 5.88 0,32 84 1 82 0.17 0.90 0.153 2.192 8.67 1 5.66 0.87 12.39 612.60 610.(00 2.4 0.0 1 0.0661 15 1 16.61 14.81 0.04 82 76B OUT 0.00 0.30 0.000 2.192 8.72 5.65 0.00 12.39 604.70 598.(00 100.20. 0.00 0 0 0.021 NA 0,01 1 0,13 1 586.13 590.00 right 1 0.17 0.55 LO.094 L 0.61 0.01 0.62 1 0.0010 0.0200 :2:=00.0830 10.0 4.1500 1 8.52 0.64 12 596.83 906 90 0.13 0.60 0.078 0.078 5.00 6.67 0.52 0.52 618.75 61$.10 36.6 0.01 1.1 0.0 5,34 2.76 0.22 Pipe run: 846-84 1 0.315 1 7,21 CG -6 10+56.57 8 590.00 VDOTSTD. IS -1 REQ'D 72A 115 1 56.57 0.71% 585.40 585.00 RCP3 0.1463 0.001 0 1 0 0.01 NA 0.00 0.02 1 591.32 596.83 6.69 6.15 1.93 1.93 617.10 616.9)0 36.1 0.01 0.0055 15 4.81 3.70 0.16 Pipe run: 100-84 621.20 RCP3 0.1546 1 11.09 1.26 1.00 0,96 0.00 92 80 STIR 3B 14.0 0.51 0.55 0.281 DI -313 2.3 0.0 100 98 0.39 0.55 0.215 0.215 5.56 649 1.39 1.39 621.80 621.610 36.4 0.01 0.0055 15 4.79 3,34 0.18 0.00 0 0 0.02 NA 0.01 .09 1 599.29 604.74 2.59 621.50 620.010 89.5 0.01 0.0168 15 8,37 5.99 0.25 96 84 0.10 0.60 0,060 0.659 7.55 5.93 0.36 3.90 617.90 617.000 76.1 0.01 0.0118 15 7.03 5.86 0.22 Pipe run: 9613-96 3.4 0.0 617,60 RCP3 1.00 0.79 0.00 88 906 36 86 0.13 0.60 0.078 0.31 0.00 0.31 10.8 3.4 37 0.2 0.06 0 0 0.11 N/A 0.06 .15 552.53 563.34 3.4 0.0 0.01 0.0055 1.5 4, 78 3.18 0,19 0,279 1.12 0.00 1.12 0,0464 DI -3C CG -6 11449.5 6 10.8 8.8 95 1.2 0.42 0 0 0.47 N/A 0.23 .38 560.98 576.96 8.8 0.3 82 0,072 0.29 0.00 0.29 0.0464 0,0200 MH CG -6 11+ 0.17 - 613.93 VDOTSTD, IS -1 REQ'D 81 15 8.3 6.8 56 0.7 0.25 0 0 0.55 NA 0.28 A.87 577.87 591.47 6.8 0.2 0.0400 0.0200 2.0 DI -313 CG -6 10+6.57 6 1 624.80 VDOTSTD. IS -1 REQ'D 90A 15 36.57 0.68% 1 618.75 618.50 7.6 6.2 47 1 0.6 10.21 0 1 0 0,39 NA 0.19 1.47 589.77 596.66 6.2 0.1 CG -6 10 36.1 6 623.31 VDOT STD. IS -1 REQ'D 84A 115 36,10 0.55% 617.10 616.90 RCP3 3B 10.0 0.27 4.5 3.7 17 0.2 0.07 0 0 0.22 NA 0.11 1,.48 594.98 604.62 3.7 0.1 VDOTSTD. IS -1 REQ'D 99 15 36.40 0.55% 621.80 621.60 RCP3 12.0 0.39 0.55 0.215 0.86 0.00 98 3.0 2.4 7 ? 0.1 0.03 0 0 0.08 NA 0.04 .72 60112 618.35 2.4 0.0 1.68% 621.50 620.00 RCP3 1.39 0.0478 0.0200 2.0 0.0830 4.1500 96 0.84 3.5120 0.1463 0.1429 11.25 1.07 1.00 DI -313 CG -6 0.00 0 0 0.02 NA 0.01 0.1.0 613.20 618.45 617,00 RCP3 966 DI -313 CG -6 10+ 6.54 10 624.46 VDOT STD. IS -1 REQ'D 96A 15 36.54 0.55% 1 618.10 1 517.90 RCP3 1,3 0.0 0.00 0 0 0.01 NA 0.00 0.02 588.72 593,94 6.2 0,1 7.6 6.2 47 0.6 0.21 0 0 0.3 5 N/A 0.18 1.02 551.02 560.65 6,2 0.1 7.6 6.2 47 0.6 0.21 0 0 0.35 N/A 0.18 .43 558.93 572.59 6.2 0.1 49 4.0 19 0.2 0.09 0 0 0.23 NA 0.12 0.95 57025 586.00 4.0 0.1 3.6 2.9 10 0.1 0,05 0 0 0.11 NA 0.05 .77 581,47 594.47 2.9 0.0 3.1 2.5 73 0,1 0.03 0 0 10.07 NA 0.03 24 591.74 601.05 2.5 0.0 0.00 0 0 0.02 NA 0.01 09 595.69 601.05 j 6.5 0,2 10.8 114.8 160 3.4 1.19 0 0 1.35 N/A 0.68 .88 552.38 555,42 1.9 0.0 6,1 3.4 21 0.2 0.06 0 0 0.08 N/A 0.04 0.09 552.47 576.04 3.4 0.0 6.1 5.0 30 0.4 0.13 0 0 0,18 N/A 0.09 .45 572.65 592.47 5.0 0.1 3.6 2.9 10 0.1 0.05 0 0 0.14 NA 0.07 ,75 588.75 594,20 2.9 0.0 2.6 2.1 5,5 0.1 0.02 0 0 0.06 NA 0.03 0,37 589.77 601.15 2.1 0.0 2.0 1.6 12 0.0 0.01 0 0 10,03 NA 10.02 0.26 596.26 1614.96 1.6 0.0 0.00 0 0 0,01 NA 0.01 .04 609.79 1 615.48 Pipe V 52 0.65 0.50 Hydrology 0.325 1 6.90 6.09 pipe, 1.98 608.95 6018.75 36.4 0,01 0.0055 2 4.79 3.68 a c 50 0.21 0.50 0.105 0.430 7.07 12 m o am m 0 c = c 3 3 = rn o v ¢ a E 2 L N co 0.168 0.598 B 5.99 m 3 0 ° o = °- m o o ° a) E f o c' M 0)'m 15.42 10.10 U 48 46 c o Ci Ci -G � = J m c u. C/i tl > LL LL rY U) W Q U U U i~ 15 8,41 7.43 0.17 46 44B I� I rY 54 y Y V 52 0.65 0.50 0.325 0.325 1 6.90 6.09 1.98 1.98 608.95 6018.75 36.4 0,01 0.0055 15 4.79 3.68 0,16 52 50 0.21 0.50 0.105 0.430 7.07 6.05 0.64 2.60 608.65 5995.00 151.1 0.01 0.0904 15 19.42 10.83 0.23 50 48 0.28 0.60 0.168 0.598 7.30 5.99 1.01 3.58 594.70 5888.40 110.6 0.01 0.0570 15 15.42 10.10 0.18 48 46 0.85 0.50 0.425 1.023 7.48 5.94 2.53 6.08 588.30 5817.00 76.7 0.01 0.0169 15 8,41 7.43 0.17 46 44B 0.00 0.30 0.000 1.023 7.66 5.90 0.00 6.08 583.10 57'1.00 108.0 0.01 0.1120 18 35.16 14.86 0.12 44B 44 0.00 0.30 0.000 1.023 7.78 5.87 0.00 6.08 562.00 55(0.30 73.9 0.01 0.1583 1 24 90.00 14.90 0.08 44 OUT 2.90 0.30 0.870 3.992 11.37 5.11 4.45 20.40 550.20 54;9.90 25.0 0.01 0.0120 24 24.78 8.80 0.05 Pipe run: 66 -OUT Size inches Max De th feet Easement Width Re 'd feet Easement Width Provided feet 43 18 6.6 16.7 20 44A 24 12.5 29.0 29 45 18 8.2 19.9 66 64 1,00 0.50 0.500 0.500 1 6.73 6.14 3.07 3.07 594.80 5914.60 36.0 0.01 0,0056 15 4.81 4,16 0,14 64 62 0.12 0.70 0.084 0.584 1 6.87 6.10 0.51 3.56 594.50 59(0.50 69.5 0.01 0.0575 15 15.50 10.15 0.11 62 60 1 0.11 0.70 0.077 0.973 1 11.98 5.00 0.39 4.87 587.50 57£9.70 127.0 0.01 0.0614 15 16.01 11.32 0.19 60 58 1.00 0.55 0.550 1,523 12.16 4.97 2.74 7.57 575.00 56EB.30 60.6 0.01 0.1105 15 21.47 14.90 0.07 58 56 0.00 0.30 0.000 1.523 12.23 4.96 0.00 7.57 565.00 5563.50 90.8 0 .01 0.0937 15 19.77 14.88 0.10 56 OUT 0.00 0.30 0.000 1.523 12.33 4.95 0.00 7.57 555.00 548.1.00 134.1 0.01 0.0522 15 14.76 12.02 0.19 Pipe run: 6213-62 24 84B 15 4.7 12.7 20 85 15 5.7 14,7 20 87 15 6.7 16.7 20 89 15 62B 62 0.78 0.40 0.312 0.312 11.80 5.04 1.57 1.57 587.90 5877.70 36.8 0.01 0.0054 15 4,77 3.46 0.18 Pipe run: 80-44 4.7 12.7 20 96A 15 4.8 12.9 20 97 15 4.8 12.9 20 99 15 1 4.7 12.7 20 80 78 0.81 0.55 0.446 0.446 5.00 6.67 2.97 2.97 612.30 612?. 10 40.2 0.01 0.0050 15 4.56 3.93 0.17 78 76 0.40 0.60 0.240 0.686 5.17 6.61 1.59 4.53 612.00 600),40 137.4 0.01 0.0844 15 18.77 12.50 0.18 76 74 0.14 0.70 0,098 1.239 6.74 6.14 0.60 7.60 598.10 592. 50 98.5 0.01 0.0569 15 15,41 12.45 0.13 74 72 0.14 0.70 0.098 1.607 10.99 5.18 0.51 8.32 590.20 587.30 76.8 0.01 0.0378 15 12.55 10.91 0.12 72 1 70 0.08 0.60 0.048 2.099 11.11 5.16 0.25 10.82 582.20 5735.00 128.1 0.01 0.0718 15 17.31 14.86 0.14 70 68 0.00 0.30 0.000 2.099 11.25 5.13 0.00 10.82 566.00 559).00 65.6 0.01 0.1067 24 73.89 14.90 0.07 68 44 0.00 0.30 0.000 2.099 11.33 5.12 0.00 10.82 553.50 550.1.30 42.4 0,01 O.Ofi55 24 62.16 14.78 0.05 Pipe run: 766-76 0.89 0.0010 0.0600 2.0 0.0830 1 1.3843 57 4.94 0.87 9.37% 565.00 556,50 0.20 STR 728 3C 8.0 3.33 combined flow 1.8 cn 76B 76 0.91 0.50 0.455 0.455 6.58 6.18 2.81 2.81 598.45 598..20 40.0 0.01 0.0062 15 5.10 4.23 0.16 Pipe run: 74B-74 0 6,44 0.78 1.79 0.00 1.79 right 0.09 0.90 0.081 0.32 0.00 0.32 0.0010 0.0200 2,0 0.0830 4.1500 10+36.75 6.73 74B 74 0.60 1 0.45 0.270 0.270 10.80 5.22 1.41 1.41 590.55 590..30 40,2 0.01 0.0062 15 5.10 3.50 0.19 Pipe run: 728-72 left 0.28 0.55 0.154 0.62 0.00 0.620.0010 0.60 0.0200 2.0 0.0830 4.15 0 8.56 0.63 0.0830 1.3833 5.93 right 0,29 72B 72 0.74 0.60 0.444 0,444 5.00 6.67 2.96 2.96 585.40 585!.00 56,6 0.01 0.0071 15 5.43 4.50 0.21 Pipe run: 94 -OUT 612.00 600.40 STR 72B 3G 8,0 2.0 0.15 1 0.322-1 7.39 3.06 combined flow left 0.16 0.55 0.088 0.35 0.00 0.35 0.0010 94 2.0 92 0.12 0.60 0,072 0.072 5.00 6,67 0.48 0.48 621.39 621.:20 36,1 0.01 0.0053 15 4.69 2.42 0.25 92 4.15(9_]_ 90 0.62 0.45 0.279 0.351 7.67 5.89 1.64 2.07 621.10 620.40 91.8 0.01 0,0076 15 5.64 4.20 0.36 90 5.13 88 0.45 0.55 0.248 0.677 8.04 5.80 1.44 3.93 618.40 61&.110 46.0 0.01 0.0065 15 5.22 4.65 0.16 88 0.276 86 0.33 0.60 0.198 0.875 8.20 5.76 1.14 5.04 618.00 617.;:,60 47.5 0.01 0.0084 15 5.93 5.41 0.15 86 VDOTSTD. IS -1 REQ'D 84 0.32 0.60 0.192 1,067 8.35 5.73 1.10 6.11 617,50 616.140 114,4 0.01 0. DOW 15 6.34 5.88 0,32 84 1 82 0.17 0.90 0.153 2.192 8.67 1 5.66 0.87 12.39 612.60 610.(00 39.3 0.01 1 0.0661 15 1 16.61 14.81 0.04 82 76B OUT 0.00 0.30 0.000 2.192 8.72 5.65 0.00 12.39 604.70 598.(00 100.20. 01 T D.0669 15 16.71 14.90 0.11 Pipe run: 908-90 0.91 3.51120 right 1 0.17 0.55 LO.094 L 0.61 0.01 0.62 1 0.0010 0.0200 :2:=00.0830 10.0 4.1500 1 8.52 0.64 12 596.83 906 90 0.13 0.60 0.078 0.078 5.00 6.67 0.52 0.52 618.75 61$.10 36.6 0.01 0.0068 15 5,34 2.76 0.22 Pipe run: 846-84 1 0.315 1 7,21 CG -6 10+56.57 8 590.00 VDOTSTD. IS -1 REQ'D 72A 115 1 56.57 0.71% 585.40 585.00 RCP3 0.1463 0.1517 1 10.84 1.29 848 $4 0.57 1.55 0.314 0.314 6.69 6.15 1.93 1.93 617.10 616.9)0 36.1 0.01 0.0055 15 4.81 3.70 0.16 Pipe run: 100-84 621.20 RCP3 0.1546 1 11.09 1.26 1.00 0,96 0.00 92 80 STIR 3B 14.0 0.51 0.55 0.281 DI -313 CG -6 14#9.2 100 98 0.39 0.55 0.215 0.215 5.56 649 1.39 1.39 621.80 621.610 36.4 0.01 0.0055 15 4.79 3,34 0.18 98 96 0,27 0.70 0.189 0.404 5.74 6.43 1.22 2.59 621.50 620.010 89.5 0.01 0.0168 15 8,37 5.99 0.25 96 84 0.10 0.60 0,060 0.659 7.55 5.93 0.36 3.90 617.90 617.000 76.1 0.01 0.0118 15 7.03 5.86 0.22 Pipe run: 9613-96 0.84% 618.00 617,60 RCP3 1.00 0.79 0.00 88 906 36 86 0.13 0.60 0.078 0.31 0.00 0.31 DI -313 968 1 12+63.86 96 1 0.39 1 0.50 1 0.195 0.195 1 7.36 5.97 1 1.16 1.16 618.10 617.910 36.5 0.01 0.0055 1.5 4, 78 3.18 0,19 Pipe No. Size inches Max De th feet Easement Width Re 'd feet Easement Width Provided feet 43 18 6.6 16.7 20 44A 24 12.5 29.0 29 45 18 8.2 19.9 20 47 15 5.3 13.9 20 49 15 4.8 12.9 20 51 15 4.8 12.9 20 53 15 4.7 12,7 20 55 15 6.4 16,1 20 57 15 6 15.3 20 59 15 11,5 26.3 27 61 15 4.3 11.9 20 62B 15 4.8 12,9 20 63 15 4.9 13.1 20 65 15 4.8 12.9 20 67 24 6,2 16.4 20 69 24 10.3 24.6 25 71 15 8.3 19.9 20 72A 15 4.5 12.3 20 73 15 5 13.3 20 74A 15 4.8 12.9 20 75 15 4.6 12.5 20 76A 15 4.9 13,1 20 77 15 4.9 131 20 79 15 4.6 12,5 20 81 15 7.4 18.1 20 83 15 10 23.3 24 84B 15 4.7 12.7 20 85 15 5.7 14,7 20 87 15 6.7 16.7 20 89 15 6.9 17.1 20 90A 15 4.7 12.7 20 91 15 4.9 13.1 20 93 15 4.7 12.7 20 95 15 4.7 12.7 20 96A 15 4.8 12.9 20 97 15 4.8 12.9 20 99 15 1 4.7 12.7 20 Table 6: Sump Inlet Desig"SPREAD DRAINAGE DESCRIPTIONS 4 STIR. Intensity i INLETS IN SUMP, DESIGN (CFINLETREAD AND DEPTH) capacity and depth) Intensity 4.00 NO IA. in. LENGTH* ft. SLOPE °lo INVERT IN Intensity 4.00 (Intensity is �d, and 6.5 in/hr for capacity and depth) IN ET ST ON SLOT LENGTH RIM* ELEVATION COMMENTS 54 w V O a< Mannings Coefficient, n is 0.013 O O DI -36 CG -6 15+01.70 16 615.48 Inlet 53 15 36.44 0.55% Iniet 1608.75 Hydrology Curb and Gutter 0 Curb and Gutter Inlet Inlet w Inlet Hydrology DI -36 CG -6 15+45.25 12 614.96 VDOT STD. IS -1 REQ'D 51 15 1 151.06 9.04% 608.65 595.00 1 RCP3 50 10CL DI -36 CG -6 13 94.2 iP 601.15 VDOT STD. IS -1 REQ'D 49 15 110.57 5.70% 594.70 588.40 RCP3 o w a m c � DI -3C CG -6 *12+3.63 10 ca a 47 o 76.70 1.69% 588.30 587.00 _o N ro N I w w o MH � a o 2:1m m m o m o > 4 3 o a c 0 o 2 3 o 583.10 a ,° •o Q c c a $ FD o @ C 44B 0 _ o v 75 s B m o ro ° o a 73.93 15.83% 562.00 550.30 a X ° 3 ro p d > _j <i U U G C3 CJ Ui . m m MH 1- w a v F 43 24 left 0.42 0.50 0.210 0.84 0.01 0.85 0.0010 0.0600 2.0-1 0.0830 .38431 4.86 0.78 c m 0 right 0.43 0.50 0,2151 0.86 1 0.00 0.86 0.0( 0.0600 2,0 0.0830 1 1.38 3 4.88 0.78 ° o C a STR 48 3C 10.0 combined flow 1.7 o0 (n N _e U ��° O i 8 0.14 0.314 2.40 63 15 left 0.50 l0.55 0.275 1.10 1 0.00 1.10 0.0010 0.0600 2.0 0.0830 1.3843 5.36 0.75 1 C1 0 right 0.50 0.55 0,275 1.10 0.00 1.10 0.0010 0,0600 2.0 0.0830 1.3843 r 5.36 0.75 6.14% 587,50 left 0,42 STR 64 3C 12.0 0.210 combined flow 2.2 1.39 0.0010 O, 2.0 0.0830 1.3833 5.84 a 16 0,339 1 2.59 DI -3C CG -6 left 0.37 JO,60 1 0.222 1 0.89 1 0.00 0.89 0.0010 0.0600 2,0 0.0830 1 1.3843 1.3833 4.94 0.87 U ... 58 right 1 0,37 1 10.60 1 0.222 1 0.89 1 0.00 0.89 0.0010 0.0600 2.0 0.0830 1 1.3843 57 4.94 0.87 9.37% 565.00 556,50 0.20 STR 728 3C 8.0 3.33 combined flow 1.8 cn x cn left 0.500.55 v1 10.16 1.79 0.358 2.74 0.0010 0.0600 _F_0.0830 left 0.08 0.90 0,0721 0,29 0.00 0.29 0.0010 0,0200 2.0 0.0830 4.15 0 6,44 0.78 1.79 0.00 1.79 right 0.09 0.90 0.081 0.32 0.00 0.32 0.0010 0.0200 2,0 0.0830 4.1500 10+36.75 6.73 0.77 3C 12.0 15 36.75 STR 84 3C 6.0 ned flow combined flow 0.6 0.00 1 0.42 0.0950 0.0200 2.0 1 0.0830 80 0.09 1 0.200 4,58 3.58 0.1463 left 0.28 0.55 0.154 0.62 0.00 0.620.0010 0.60 0.0200 2.0 0.0830 4.15 0 8.56 0.63 0.0830 1.3833 5.93 right 0,29 0.55 0.160 0.64 0.00 0.64 0.0010 0.0200 2.0 0.0830 d.15 0 8.68 0.63 0.0600 2.0 O.OB30 1.3833 STR 84B 3C 1 6.0 ned flow 15 1.3 8.44% 612.00 600.40 STR 72B 3G 8,0 2.0 0.15 1 0.322-1 7.39 3.06 combined flow left 0.16 0.55 0.088 0.35 0.00 0.35 0.0010 0.0200 2.0 0.0830 4,15(0 75 6.94 0.75 left 0.08 0,90 right 1 0.17 0.55 1 0.0941 0.37 1 0.00 0.37 0.0010 0.0200 2.0 0.0830 4.15(9_]_ 1.00 7.10 0.75 right 0.09 0.900.081 596.66 STR 90 3C 6.0 ned flow 0.53 0.7 0.0200 2.0 0.0830 4.1500 8.07 0.68 4.1500 0.10 0.224 5.13 3.51120 gutter longitudinal slope of 0.001 should be usEed in a sump condition 3G 6.0 1.00 0.34 0.00 Di -313 combined flow 1.0 6 591.47 VDOTSTD. IS -1 REQ'D - grate inlets (DI -7) in open pavement areas will n t have a curb spread, but will have inlet spread and depth 15 128.11 7.18% 0.13 0.276 6.33 - for inlets draining to stormwater management ffapilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities 0.28 0.55 10.154 Table 6: Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AIND INLET SPREAD AND DEPTH) DRAINAGE DESCRIPTIONS STIR. Intensity 6.50 PIPE INFORMATION (Intensity is 4 iin/hr for spread, and 6.5 in/hr for capacity and depth) Intensity 4.00 NO IA. in. LENGTH* ft. SLOPE °lo INVERT IN INVERT OUT Mannings Coefficient, n is 0.013 INLET TYPE Curb Type IN ET ST ON SLOT LENGTH RIM* ELEVATION COMMENTS 54 w V O a< Mannings Coefficient, n is 0.013 O O DI -36 CG -6 15+01.70 16 615.48 Inlet 53 15 36.44 0.55% Hydrology 1608.75 RCP3 Curb and Gutter 0 Q Inlet 52 w Inlet Hydrology DI -36 CG -6 15+45.25 12 614.96 VDOT STD. IS -1 REQ'D 51 15 1 151.06 9.04% 608.65 595.00 1 RCP3 50 DI -36 CG -6 13 94.2 12 601.15 VDOT STD. IS -1 REQ'D 49 15 110.57 5.70% 594.70 588.40 RCP3 a 48 � DI -3C CG -6 *12+3.63 10 594.20 VDOTSTD. IS -1 REQ'D 47 15 76.70 1.69% 588.30 587.00 _o N N 46 w MH � 12+ 6.93 - m VDOTSTD. IS -1 REQ'D m a 0 108.01 o N 583.10 � n •o c a $ 44B MH CG -6 10+T8.93 - 576.04 VDOTSTD. IS -1 REQ'D m 24 73.93 15.83% 562.00 550.30 a .0 v > o LoU) m MH c - 555.42 VDOT STD. IS -1 REQ'D 43 24 25.00 1.20% 550.20 549.90 RCP3 o o 66 0 c m 0 131-38 o ° 12 a VDOTSTD. IS -1 REQ'D 65 ° ° 0.56% 1 m 594.60 rn X a N ° o C a m E _co o0 (n N _e U ��° O 14+ 2.02 8 in Z3, 63 15 69.51 5.75% 594.50 o N i > ¢ U 1 C1 0 Ui 164 @ cn v'i F~ w° d VDOTSTD. IS -1 REQ'D r 15 126.98 6.14% 587,50 left 0,42 0.50 0.210 1.37 0.02 1.39 0.0010 O, 2.0 0.0830 1.3833 5.84 0.72 m c DI -3C CG -6 12+05.54 right 0,43 0.50 0,215 1.40 4.01 1,41 0.0010 0.0600 2.0 0,0830 1.3833 5.88 0.72 U ... 58 as 67 STR 48 3C 10.0 II MH CG -6 12+ 4.91 combined flow 2.8 VDOTSTD. IS -1 REQ'D 57 15 90.76 9.37% 565.00 556,50 0.20 1 0.436 1 3.33 c7 Ci cn x cn left 0.500.55 v1 0.275 1.79 0.00 1.79 0.0010 0.0600 _F_0.0830 2.0 0.0830 1.3833 6.43 0.75 15 134.14 5.22% 555,00 right 0,50 0.55 0.275 1.79 0.00 1.79 0.0010 0.0600 2.0 3.89 1.3833 6.43 0.74 0.1605 DI -313 CG -6 10+36.75 10 STR 60 3C 12.0 15 36.75 0.54% 587.90 combined flow 3.6 0.00 1 0.42 0.0950 0.0200 2.0 1 0.0830 80 0.21 0.469 1 3.58 0.1463 0.1649 7.67 36 left 0.37 1 0.60 0,222 1.44 0.00 1.44 0.0010 0.0600 2.0 0.0830 1.3833 5.93 0.75 0.0200 2.0 1 0.0830 4.1500 right 0.37 0.60 0,222 1.44 0.00 1.44 0.0010 0.0600 2.0 O.OB30 1.3833 5.93 0.74 15 137.36 8.44% 612.00 600.40 STR 72B 3G 8,0 2.0 0.0830 4.1500 3.06 combined flow 2,9 0.1463 0.1649 5.86 1.36 1,00 DI -313 CG -6 023 0.495 3.78 VDOTSTD. IS -1 REQ'D 75 15 98.46 left 0.08 0,90 0.072 0.47 0.00 0,47 0.0010 0.0200 2.0 0.0830 4.1500 7.72 1 0.68 1.30 1.00 0.54 DI -313 right 0.09 0.900.081 596.66 0.53 0.00 0.53 0.0010 0.0200 2.0 0.0830 4.1500 8.07 0.68 4.1500 2.96 0.99 3.51120 72 STR B4 3G 6.0 1.00 0.34 0.00 Di -313 combined flow 1.0 6 591.47 VDOTSTD. IS -1 REQ'D 71 15 128.11 7.18% 0.13 0.276 6.33 0.0830 4.1500 1 0.93 left 0.28 0.55 10.154 1.00 1.00 0.0010 0.0200 1 2.0 1 0.0830 4.1500 10.27 0.54 576.96 VDOTSTD. IS -1 REQ'D 69 24 right 0.29 i 0.550.160 559,00 1.04 1.04 0.0010 0.0200 2.0 0.0830 4.1500 10.41 0.54 1.00 1 0.00 72 1 STR 848 3C 6.0 - 563.34 VDOTSTD. IS -1 REQ'D 67 combined flow 2.0 7,55% 553.50 550,30 RCP3 3.18 0.98 3.51120 0.20 0.446 10.21 76B 1.00 0.39 0.00 left 0.16 0.55 1 0.088 0,57 1 0.02 0.59 0.0010 0,0200 2.0 0.0830 4.1500 8.33 0.64 598.20 RCP3 0.91 3.51120 right 1 0.17 0.55 LO.094 L 0.61 0.01 0.62 1 0.0010 0.0200 :2:=00.0830 10.0 4.1500 1 8.52 0.64 12 596.83 VDOTSTD. IS -1 REQ'D 74A 115 STR 90 3G 6.0 590.30 RCP3 3.51120 0.1463 combined flow 1.2 1.32 1.00 726 I 76 I 3B 0.14 1 0.315 1 7,21 CG -6 * gutter longitudinal slope of 0,001 should be used in a sump condition - grate inlets (DI -7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities Table 7: Grade Inlet Design Table INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) DRAINAGE DESCRIPTIONS STIR. PIPE INFORMATION z INLET IN ORMATION Intensity 4.00 NO IA. in. LENGTH* ft. SLOPE °lo INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type IN ET ST ON SLOT LENGTH RIM* ELEVATION COMMENTS 54 w V O a< Mannings Coefficient, n is 0.013 O O DI -36 CG -6 15+01.70 16 615.48 VDOTSTD. IS -1 REQ'D 53 15 36.44 0.55% 608.95 1608.75 RCP3 Ce 0 Q 52 w Inlet Hydrology DI -36 CG -6 15+45.25 12 614.96 VDOT STD. IS -1 REQ'D 51 15 1 151.06 9.04% 608.65 595.00 1 RCP3 50 DI -36 CG -6 13 94.2 12 601.15 VDOT STD. IS -1 REQ'D 49 15 110.57 5.70% 594.70 588.40 RCP3 48 DI -3C CG -6 *12+3.63 10 594.20 VDOTSTD. IS -1 REQ'D 47 15 76.70 1.69% 588.30 587.00 RCP3 46 w MH CG -6 12+ 6.93 - 592,47 VDOTSTD. IS -1 REQ'D 45 118 108.01 11.20% 583.10 571.00 RCP3 44B MH CG -6 10+T8.93 - 576.04 VDOTSTD. IS -1 REQ'D 44A 24 73.93 15.83% 562.00 550.30 RCP3 44 MH CG -6 10+25.00 - 555.42 VDOT STD. IS -1 REQ'D 43 24 25.00 1.20% 550.20 549.90 RCP3 66 0 m 0 131-38 CG -6 15+,8.03 12 601.05 VDOTSTD. IS -1 REQ'D 65 15 36,00 0.56% 1 594.80 594.60 RCP3 m ca v TID m V N v 64 _co o0 (n N _e 13I-36 CG -6 14+ 2.02 8 601.05 VDOTSTD. IS -1 REQ'D 63 15 69.51 5.75% 594.50 590,50 RCP3 > o 62 1 o 164 @ DI -313 CG -6 14+)2.51 8 594.47 VDOTSTD. IS -1 REQ'D 61 15 126.98 6.14% 587,50 579.70 RCP3 m m c c c m m 60 0 v a y m o m c DI -3C CG -6 12+05.54 12 586.00 1 VDOT STD. IS -1 REQ'D 59 15 60.63 11.05% 575.00 568.30 RCP3 ro 3 O U U ... 58 as 67 X fl.. 2 II MH CG -6 12+ 4.91 - 572.59 VDOTSTD. IS -1 REQ'D 57 15 90.76 9.37% 565.00 556,50 RCP3 ¢ U C c7 Ci cn x cn 56 3 ul v1 M 0 w .�- 3 MH CG -6 11+34.14 - 560,65 VDOTSTD. IS -1 REQ'D 55 15 134.14 5.22% 555,00 548.00 RCP3 0.67 0.00 1 0,67 0.0800 0.0200 2.0 1 62B 4.1500 3.89 0.96 3.5120 0.1463 0.1605 DI -313 CG -6 10+36.75 10 593.94 VDOTSTD. IS -1 REQ'D 62A 15 36.75 0.54% 587.90 587.70 RCP3 0.00 1 0.42 0.0950 0.0200 2.0 1 0.0830 80 3.16 0.99 1 0.1463 0.1649 7.67 36 CG -6 115+18.96 14 1 618.45 VDOT STD. IS -1 REQ'D 79 15 40,22 0.50% 612.30 612.10 RCP3 1,30 0.0950 0.0200 2.0 1 0.0830 4.1500 78 0.90 3.5120 0.1463 0,1517 12.95 1.24 DI -38 CG -6 15+48.75 14 618.35 VDOTSTD. IS -1 REQ'D 77 15 137.36 8.44% 612.00 600.40 RCP3 0.0600 0,0200 2.0 0.0830 4.1500 3.06 76 3.5120 0.1463 0.1649 5.86 1.36 1,00 DI -313 CG -6 14+11.39 10 604.62 VDOTSTD. IS -1 REQ'D 75 15 98.46 5.69% 598.10 592.50 RCP3 0.0200 2.0 0.0830 1 4.1500 3.78 0.93 74 0.1463 0.1561 7.67 1.30 1.00 0.54 DI -313 CG -6 13+ 2.93 10 596.66 VDOTSTD. IS -1 REQ'D 73 15 76.82 3.78% 590,20 587.30 RCP3 2.0 0.0830 4.1500 2.96 0.99 3.51120 72 0.1649 6.78 1.18 1.00 0.34 0.00 Di -313 CG -6 12+6.11 6 591.47 VDOTSTD. IS -1 REQ'D 71 15 128.11 7.18% 582.20 573.00 RCP3 0.0830 4.1500 1 0.93 3.51120 0.1463 70 9.42 1.27 1.00 0.68 0.00 66 STR MH CG -6 11 ' 08 - 576.96 VDOTSTD. IS -1 REQ'D 69 24 65.61 10.67% 566.00 559,00 RCP3 4,1500 2.57 0.99 3.51120 0.1463 0.1649 68 1.25 1.00 1 0.00 72 1 MH CG -6 1042.39 - 563.34 VDOTSTD. IS -1 REQ'D 67 24 42.39 7,55% 553.50 550,30 RCP3 3.18 0.98 3.51120 0.1463 0.1634 7.11 76B 1.00 0.39 0.00 74 74B STR 3B 13I-313 CG -6 10+110.04 14 604.74 VDOT STD. IS -1 REQ'D 76A 15 40.04 0,62% 598.45 598.20 RCP3 0.91 3.51120 0.1463 0.1532 8.59 1.40 746 0.56 0.00 - 76 313 10.0 DI -313 CG -6 1,0+10.18 12 596.83 VDOTSTD. IS -1 REQ'D 74A 115 40.18 0.62% 1 590.55 590.30 RCP3 3.51120 0.1463 0.1634 7.60 1.32 1.00 726 I 76 I 3B 14.0 0.41 DI -3C CG -6 10+56.57 8 590.00 VDOTSTD. IS -1 REQ'D 72A 115 1 56.57 0.71% 585.40 585.00 RCP3 0.1463 0.1517 1 10.84 1.29 1.00 0.82 94 76B STR 1 313 14.0 0.40 0.60 DI -313 CG -6 14+85.27 8 627.70 1 VDOTSTD. IS -1 REQ'D 93 15 36.10 0.53% 621.39 621.20 RCP3 0.1546 1 11.09 1.26 1.00 0,96 0.00 92 80 STIR 3B 14.0 0.51 0.55 0.281 DI -313 CG -6 14#9.2 14 627.71 VDOT STD, IS -1 REQ'D 91 15 91.80 0.76% 621.10 620.40 RCP3 11.98 1.17 1.00 1.12 0.00 80 STR 90 313 8.0 1 0.60 0.192 0.77 DI -3C CG -6 13 57.4 6 625.00 VDOTSTD. IS -1 REQ'D 89 15 46.03 0.65% 618.40 618.10 RCP3 1,43 1.00 0.77 0.00 86 88 88 1 0.33 0.60 0.198 0.79 1 DI -38 CG -6. 13+11 X 10 626.66 VDOTSTD. IS -1 REQ'D 87 115 47.51 0.84% 618.00 617,60 RCP3 1.00 0.79 0.00 88 906 36 86 0.13 0.60 0.078 0.31 0.00 0.31 DI -313 CG -6 12+63.86 8 625.86 VDOT STD. IS -1 REQ'D 85 15 114.36 0.96% 617.50 616.40 RCP3 0.31 0.00 908 92 3B 14.0 84 0.45 0,279 1.12 0.00 1.12 0,0464 DI -3C CG -6 11449.5 6 623.31 VDOT STD, IS -1 REQ'D 83 15 39,33 6.61% 612.60 610.00 RCP3 0.00 92 94 36 8.0 0.12 82 0,072 0.29 0.00 0.29 0.0464 0,0200 MH CG -6 11+ 0.17 - 613.93 VDOTSTD, IS -1 REQ'D 81 15 100.17 6,69% 604.70 598.00 RCP3 94 96 3B 6.0 0.10 0.60 906 0.24 0.00 I 0.0400 0.0200 2.0 DI -313 CG -6 10+6.57 6 1 624.80 VDOTSTD. IS -1 REQ'D 90A 15 36.57 0.68% 1 618.75 618.50 RCP3 968 3B 10.0 0.39 0.50 0.195 84B O.DO 0 78 I 0.0200 1 0 .0 0 0 83 Di -3C CG -6 10 36.1 6 623.31 VDOT STD. IS -1 REQ'D 84A 115 36,10 0.55% 617.10 616.90 RCP3 3B 10.0 0.27 0.70 0.189 0.76 100 0.76 0.0478 0.0200 2.0 0.0830 4.1500 DI -3B CG -6 12+01.95 12 628.04 VDOTSTD. IS -1 REQ'D 99 15 36.40 0.55% 621.80 621.60 RCP3 12.0 0.39 0.55 0.215 0.86 0.00 98 0.0478 0.0200 2.0 0.0830 4.1500 4.70 DI -36 CG -6 11+15.55 10 627.89 VDOTSTD. IS -1 REQ'D 97 15 89.45 1.68% 621.50 620.00 RCP3 1.39 0.0478 0.0200 2.0 0.0830 4.1500 96 0.84 3.5120 0.1463 0.1429 11.25 1.07 1.00 DI -313 CG -6 10+'6.10 6 624.30 VDOTSTD. IS -1 REQ'D 95 15 76.10 1.18% 617.90 617,00 RCP3 966 DI -313 CG -6 10+ 6.54 10 624.46 VDOT STD. IS -1 REQ'D 96A 15 36.54 0.55% 1 618.10 1 517.90 RCP3 Table 7: Grade Inlet Design Table INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) z Intensity 4.00 w (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) z z o w w V O a< Mannings Coefficient, n is 0.013 O O till Q VG7 1j Z wz :D V V M G7 Ln ala l U M H w cr p w a Ce 0 Q w Inlet Hydrology Curb and Gutter Curb and Gutter Inlet Inlet w 0 m 0 tip m m ca v TID m V N v Y _co o0 (n N _e P 3 X +0 V IV 02 c N y, > o o 0 o 164 @ iv) S � � aoi y > o o 0 v m m c c c m m ° c 0 v a y m o m c m z X m w "2 S o > m J C 0 O @ 0 ro 3 O U U ... as 67 X fl.. 2 II {I U? If Cr N N O ttF U O G Q cc a ro 0 Q,__ > [] Q U ¢ U C c7 Ci cn x cn 3 ul v1 M 0 w .�- 3 o U> :s , L Q Q C3 �" E u a 50 313 1 12.0 0.28 0.60 0.168 0.67 0.00 1 0,67 0.0800 0.0200 2.0 1 0.0830 4.1500 3.89 0.96 3.5120 0.1463 0.1605 9.02 1.33 1.00 0.67 0.00 50 52 3B 12.0 0.21 0.50 0.105 0.42 0.00 1 0.42 0.0950 0.0200 2.0 1 0.0830 4.1500 3.16 0.99 3.5120 0.1463 0.1649 7.67 1.57 1.00 0.42 0.00 52 54 3B 16.0 0.65 0.50 0.325 1.30 0.00 1,30 0.0950 0.0200 2.0 1 0.0830 4.1500 4.82 0.90 3.5120 0.1463 0,1517 12.95 1.24 1.00 1.30 0.00 54 62 3B 8,0 0.11 0.70 0.077 0.31 0.00 0.31 0.0600 0,0200 2.0 0.0830 4.1500 3.06 0.99 3.5120 0.1463 0.1649 5.86 1.36 1,00 0.31 0.00 62 62B STIR 3B 10.0 0.27 0.50 1 0.135 0.54 0.00 0.54 0.0600 0.0200 2.0 0.0830 1 4.1500 3.78 0.93 3.51120 0.1463 0.1561 7.67 1.30 1.00 0.54 0.00 62B STR 64 3B 8.0 0.12 0.70 0.084 0.34 0.00 0.34 0.0862 0.0200 2.0 0.0830 4.1500 2.96 0.99 3.51120 0.1463 0.1649 6.78 1.18 1.00 0.34 0.00 64 66 STIR 3B 12.0 0.34 0.50 0.170 0,68 0.00 0.68 0,0862 0.0200 2.0 0.0830 4.1500 3.85 0.93 3.51120 0.1463 0.1561 9.42 1.27 1.00 0.68 0.00 66 STR 72 313 6.0 0.08 0.60 0.048 0.19 0.00 0.19 0.0600 0.0200 2.0 0.0830 4,1500 2.57 0.99 3.51120 0.1463 0.1649 4.81 1.25 1.00 0.19 0.00 72 74 313 10.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0800 0.0200 2.0 0.0830 4.1500 3.18 0.98 3.51120 0.1463 0.1634 7.11 1.41 1.00 0.39 0.00 74 74B STR 3B 12.0 0.28 0.50 0.140 0.56 0.00 0.56 0.0800 0.0200 2.0 0.0830 4.1500 3.63 0.91 3.51120 0.1463 0.1532 8.59 1.40 1.00 0.56 0.00 - 76 313 10.0 0,14 0.70 0.098 0.39 0.00 0.39 0.1000 0.0200 2.0 0.0830 4.1500 3.05 0.98 3.51120 0.1463 0.1634 7.60 1.32 1.00 0.39 0.00 76 76B STR 3B 14.0 0.41 0.50 0.205 0.82 0.00 0,82 0,1000 0.0200 2.0 0.0830 4.1500 4.02 0.90 3.51120 0.1463 0.1517 1 10.84 1.29 1.00 0.82 0.00 76B STR 78 313 14.0 0.40 0.60 0.240 0.96 0.00 0.96 0,0900 0.0200 2,0 0.0830 4.1500 4.35 0.92 3.5120 0.1463 0.1546 1 11.09 1.26 1.00 0,96 0.00 78 80 STIR 3B 14.0 0.51 0.55 0.281 1.12 0.00 1.12 0,0900 0.0200 2.0 0,0830 4.1500 4.61 0.90 3.51:20 0.1463 0.1517 11.98 1.17 1.00 1.12 0.00 80 STR 86 313 8.0 0.32 0.60 0.192 0.77 0.00 0.77 0.0100 0.0200 2.0 0.0830 4.1500 1 6.04 0.81 3.51;20 0.1463 0.1385 5.58 1,43 1.00 0.77 0.00 86 88 313 10.0 0.33 0.60 0.198 0.79 0.00 0.79 0.0200 0.0200 2.0 0.0830 4.1500 5.37 0.86 3. 5120 0.1463 0.1458 6.75 1.48 1.00 0.79 0.00 88 906 36 6.0 0.13 0.60 0.078 0.31 0.00 0.31 0.0200 0.0200 2.0 0.0830 4.1500 3.78 1 0.96 3.5120 0.1463 0.1605 4.31 1.39 1.00 0.31 0.00 908 92 3B 14.0 0.62 0.45 0,279 1.12 0.00 1.12 0,0464 0.0200 2.0 1 0.0830 4.1500 5.21 0.81 3.5120 0.1463 0.1385 10.35 1.35 1.00 1.12 0.00 92 94 36 8.0 0.12 0.60 0,072 0.29 0.00 0.29 0.0464 0,0200 2.0 1 0.0830 4,1500 3.14 0.98 3.5120 0.1463 0.1634 5.31 1.51 1.00 0.29 0.00 94 96 3B 6.0 0.10 0.60 0.060 0.24 0.00 0.24 0.0400 0.0200 2.0 0.0830 4.1500 3.01 0.99 3.5120 0.1463 0.1649 4.68 1.28 1.00 0.24 0.00 3B 968 3B 10.0 0.39 0.50 0.195 0.78 O.DO 0 78 0.0400 0.0200 1 0 .0 0 0 83 4. 5 1 00 4. 08 0. 90 3.5120 0.1463 4.1517 8.06 1.24 1.00 0.78 0.00 10.0 98 3B 10.0 0.27 0.70 0.189 0.76 0.00 0.76 0.0478 0.0200 2.0 0.0830 4.1500 4,48 0.91 1 3.5120 0.1463 0.1532 8,35 1.20 1,00 0.76 0.00 0.27 100 36 12.0 0.39 0.55 0.215 0.86 0.00 0.86 0.0478 0.0200 2.0 0.0830 4.1500 4.70 0.90 1 3.5120 0.1463 1 0.1517 8.85 1.36 1.00 0.86 0.00 0.55 Table 7: Grade Inlet Design Table INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) z Intensity 6750 w (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) z z o w w V O a< Mannings Coefficient, n is 0.013 O O till Q VG7 1j Z wz :D V V M G7 Ln ala l U M H w cr p w a Ce 0 Q w Inlet Hydrology Curb and Gutter Inlet w w 0 m tip m c ca v V r o0 _e P 3 X ° c m 3° c' a 3 164 iv) 3 2 Y aoi y > o 0 m 0 c m ° c w a m o un m w m m m 3 U as B 0. to II � II o o o G Q cc a [] a .ti� x 3 0 ` ° CL > -a ¢ U tJ Cd a a vi U) i U) cn h w co ui 50 3B 12.0 0.28 0,60 1 0.168 1.09 1 0.00 1.09 0.0800 0.0200 1 2.0 0.0830 4.1500 4.67 0.92 3.5120 0,1463 0.1546 11.30 1.06 1 1.00 1.09 0.00 52 313 12,0 0.21 0.50 0.105 0,68 1 0.00 0.68 0.0950 0.0200 2.0 0,0830 4.1500 3.79 0.94 3.5120 0.1463 0.1576 9.66 1.24 1.00 0,68 0.00 54 36 16.0 0.65 0.50 0,325 2.11 0,00 2.11 0.0950 0,0200 2.0 0.0830 4.1500 5.79 0.86 3,5120 0.1463 0.1458 16.26 0.98 1,00 2.11 0.00 62 313 8.0 0.11 0.70 0.077 0.50 0.00 0.50 0.0600 0.0200 2.0 0.0830 4.1500 3.68 0.97 3.5120 0,1463 0.1619 7.27 1.10 1.00 0.50 0.00 62B STR 3B 10.0 0.27 1 0.50 0.135 1 0.88 0.00 1 0.88 0.0600 0,0200 2.0 j 0.0830 1 4.1500 4.54 0.87 j 3.5120 0.1463 0.1473 9.74 1.03 1.00 0.88 0.00 64 38 8.0 0.12 0.70 0.084 0.55 0.00 0.55 0.0862 0.0200 2.0 0.0830 1 4.1500 3.55 0.97 3,5120 0.1463 0.1619 8.40 0,95 1.00 0.54 0.00 66 STR 313 12.0 0.34 0.50 0.170 1.11 0.00 1.11 0.0862 1 0,0200 2.0 0.0830 4.1500 4.62 0,88 3,5120 0.1463 0.1488 11.89 1,01 1.00 1.11 0.00 72 313 6.0 0.08 0.60 0.048 0.31 0.00 0.31 0.0600 0.0200 2.0 0.0830 4.1500 3.08 0.98 3.5120 0.1463 0.1634 5.93 1.01 1.00 0.31 0.00 74 3B 10.0 0.14 0.70 0.098 0.64 0.00 0,64 0.0800 0.0200 2.0 0.0830 4.1500 3.81 0,96 3.5120 1 0.1463 0 05 .16 8.82 113 1.00 0.64 0.00 74B STR 313 12.0 0.28 0.50 0.140 0.91 0.00 0.91 0,0800 0,0200 2.0 0.0830 4,1500 4.36 0.85 3,5120 0.14631 0.1444 10.91 1.10 1.00 0.91 0.00 76 3B 1 10.0 1 0.14 0.70 0.098 0.64 0.00 0.64 0.1000 0.0200 2.0 0.0830 4.1500 3.66 0.97 3.5120 0.146311 0.1619 9.37 1 1.07 1.00 0.64 0.00 76B STR 38 14.0 0.41 0,50 0,205 1.33 0.02 1.35 0.1000 0.0200 2.0 0,0830 4.1500 4.85 0.84 3,5120 0.1463 0.1429 13.86 1.01 1.00 1.35 0.00 78 3B 14.0 0.40 0.60 0.240 1.56 0.00 1,56 0.0900 0,0200 2.0 0.0830 4.1500 5.22 0,87 3,5120 0,1463 0.1473 14.00 1.00 1.00 1.56 0.00 80 STR 36 14.0 0.51 0.55 0.281 1.82 0.00 1.82 0.0900 0.0200 2.0 0.0830 4.1500 5.53 0.84 1 3.5120 0.1463 0.1429 15.23 0.92 1 0.99 1.80 0.02 76B 86 313 8.0 0.32 0.60 0.192 1.25 0.00 1.25 0.0100 0.0200 2.0 0,0830 4.1500 7.25 0.71 3.5120 0.1463 0.1239 7,32 1.09 1.00 1.25 0.00 88 38 10.0 0.33 0.60 0.198 1.29 0.00 1.29 0.0200 0.0200 2.0 0,0830 4.1500 6.44 0.78 3.5120 0.1463 0.1341 8.70 1.15 1,00 1.29 0.00 908 313 6.0 0.13 0.60 0.078 0.51 0.00 0.51 0.0200 0.0200 1 2.0 0.0830 4.1500 4.54 0.92 3.5120 0.1463 0.1546 1 5.40 1 1.11 1.00 0.51 0.00 92 313 14,0 0.62 0,45 0.279 1.81 0.00 1.81 0.0464 0.0200 1 2.0 0.0830 4,1500 6.25 0.74 3.5120 0.1463 0,1283 13.29 1.05 1.00 1.81 0.00 94 36 8,0 0.12 0.60 0.072 0.47 0.00 0.47 0.0464 0.0200 1 2.0 0.0830 4.1500 3.76 0.96 3.5120 0.1463 0.1605 1 6.58 1 1.22 1.00 0.47 0.00 96 3B 6.0 0.10 0.60 0.060 0.39 0.01 DAD 0.0400 0.0200 1 2.0 0.0830 4.1500 1 3.65 0.98 3,5120 0.1463 0.1634 5183 1.03 1.00 0.40 0.00 968 3B 10.0 0.39 0.50 0.195 1.27 0.03 1.30 0.0400 0.0200 2.0 0.0830 4.1500 5.67 0.85 3.5120 0.1463 0.1444 10.29 0.97 1.00 1.30 0.00 98 3B 10.0 0.27 0.70 0.189 1.23 0.00 1.23 0.047$ 0.0200 2,0 0,0830 4,1500 5,37 0.86 3.5120 0,1463 0.1458 10.54 0.95 1.00 1,22 0.01 96 100 3B 12.0 0.39 0.55 0.215 1.39 0.00 1.39 0.0478 0.0200 2.0 0.0830 4.1500 5.63 0.84 3.5120 0.1463 0.1429 11.25 1.07 1.00 1.39 0.00 r� O� I40 f Q SCOTT R. COLLINS Z U No. 35791 11h, (1441 z O E n. U U) w n z 0 w Z w Q N U) wM LIF ° 0 0 Q 42 v 0 ct0 C) Q H � o c � 06 a � L W N W z a. 0 z ~ °W i1--� i < c -� �o Wt c J 3� 0 o U C.) U C a Q 0 Q - a x -� z ° H T� (( j a 3 ® z cn Z W U W N z w o U J W __j 0 o ° C1 U 0 0 a � Q o a- 6 ° Q� Q) ° > U1 U � U rn Q LU a }- 0 0 ti 17U E w U E 0 JOB NO. 0 112072 o n CO > SCALE o �' N/A U o c � o a SHEET NO. a o 20 nn n z w z z o w w V O a< O O till Q VG7 1j Z wz :D V V M G7 Ln ala l U M H w cr p w a Ce 0 Q w 14 w wM LIF ° 0 0 Q 42 v 0 ct0 C) Q H � o c � 06 a � L W N W z a. 0 z ~ °W i1--� i < c -� �o Wt c J 3� 0 o U C.) U C a Q 0 Q - a x -� z ° H T� (( j a 3 ® z cn Z W U W N z w o U J W __j 0 o ° C1 U 0 0 a � Q o a- 6 ° Q� Q) ° > U1 U � U rn Q LU a }- 0 0 ti 17U E w U E 0 JOB NO. 0 112072 o n CO > SCALE o �' N/A U o c � o a SHEET NO. a o 20 nn n 4 > 0 1> X, 'OTT U/1 400 05'SF 0 COTT R. COLLINS Z SC CUIN o 00, U No. 35791 LOT 1-7 �`21445- SF-"_ 7- '0 .......... t ........... J— — — — — — — 'S, 4 ONAL tit r L6T 136' -7- 40, zz itLU _.00� e"6023',S17 -1P LA C )I NDS A� w�INI�ENANCIE ES W Nt- 01 SCAPINGS� �OT 1�7 00F I C5\E E SEMENT- ........... LOT 0485, — — — — — — - I SFI, U 0 v LU A 0 > ...... Uj 1b, I U, bF ... ...... Ce -4 .... LOT, Co x 2-01bl �SF'l 10000 -T goo —rLcyf 127__�7 _j -2-b_3-&4",br f 20,770 SF_�___ 7 '207 77- Sr/ -7 /V ....... > r M -H �583.0 .21,75.3 i LO I I: -- — — — — SIGHT DlStANqE-�28- LOT I 'i-2ZG71 Uj 7� �u I 0'LANp§GAP.IN6 >< .... ... f r SF ... INANCEEA8EmFNT ----- - - 20QU." 21�9_47 --, " I . . . 1 - 1. .. .. , _. >< 94 SF �LOT 867�--- /,0 girm *A --A LOT�----74' 1.8) ... Oki _�Up,_ LOT '95 MAINTE I - bT "�56 \\ �� .\, , �\\ 20030, ...... 0 2'0325\ JO -T . � L. I I � " ��40) PA . ................ \//20427. S.F LOT 75 ill 8 ........ ....... ....... ......... A 0' LAN DS'PAPl NGI R �SEMEN'T 2327 Lo IMAIN, -EN4NCF, EA T LLJ 0 E A ELMENT 1. 1 L' I . ' I." Ii.l. � i z z OT, 0 20002 SF \\b 4 L J4. T_ .... ....... > ........... ...... 111 Lu. r y Vj--Up .... .. LOT -SP 21246 SF LOT-: 70 120054/�SF -ILO�T' 71 7:6, LOT 2574� 20508 -SF .... I 2 AO',LANDSCAPINGL&..� TENAJ _mEw 2W49v OF 1 77-. MAIN NqE EA§E v 2638S -SI��\ . Xp f4 9'0 Z�I LOT 97. LOT 69 �y LOT, 48 . LU F i A 1�� �yl 20�83\, SF U) I-_ z LU 0 1-- 0 Fu - z z 0 > u u Ce ce & Lij w F_ CL 0 LLj > > 13- Uj w & Ce 0 Uj U) Uj ce- ---------- V LU LQT,: - 2b �v\,v %D . ..... -LO, T 83 r 11 sr, \V —S -F A V ------------ A- 01,76 S EYM F V A 77, NANCE �A_SEMENT #0 ....... LOT 8'' L -y k -)F _F- 120q,3Z �200' "LOT SF` LUr 7� 5 4 Q14 t 2 ... -16.o5,2 -sF ill A- N G ..... IN, N ','20025,�SF�' X,� ---------- A- J. AULANDSC A -7- PA ........ I S T_ '10T,�L*-67.' p Al NTENAN_C E.EA it 7 "ZIT HT D1 �20082Z -SF'— 7 br 7 ,�, � L , — " -§9 z -"I .. I/ . ...... __ / , , I / //� LPT': CY9 (43),RP. ... ... LOT L 7- t I p, ? '20M' SF� -20-1-409—SIF 2 �i 4 f Nunn= ------- --- - OT- -50� V. -1 z". 77 - _SF IN /A .1,05. / / / v L X WIPT"D, :�V�oNd f TENA ---------- X0021 A, Z/,' 30' 11 . 1. � j, v LOT 1. 1 L APANGAN 2QQ01,-�SF - LOT�:,_L 6-- 1. . V/ f MA�NIENAN6E PkSOIIEW -------- --- \ MAIN ANCE -y ?0-3�9 SF/ At. MENT. v Uj LO -A Ji t -*N\" 2Q.1 49,� 7'-- A-. -)SF, -L-0 T_�_ 100 2QW4� . I I . . . \ " F, 106— m F LU , _7 . A' LOT V.. LOT 46 8 /SF LOT: 65 A DTIt 1/��E)T*,��' 1,07,�I 0 ------------- YAK _�,N WE 'EM N� �,5. "al MAINTE NCE r: 029 SF� X V-1 200K SF A . L 1--10 2 0) 0_7 8- -SF f 1__� ..... ...... OT LOT-': 1' \32 Vt. t ........ _j LOT 144 h k X SF r- LOT, .,2()Ol t I 4t dw .2 IV OG21 A J AI- /n, SF LqT 2W4t\ LOT - 1�2 1'.\ 2�11, 1 b 4. SIF Notes: I All -3, . LOT 103 v Z2016 --SF ------- 7 SF, _j .20570,/ CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED 20=2 TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE !SERVES AS LIMITS OF CONSTRUCTION. L"SCA, 4 NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES). '-4 MAINT5NANC-E-EAS r TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA ANID/ ------- Plant Legend PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUS!S TION ACTIVITIES SHALL TAKE PLACE ON—SITE. OR TREE ARBORIST BEFORE ANY CONSTRUC Aw CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE v-AR'�vvIDkH.LAND APINQ r�wc� \ ARBORIST IF ANY OCCUR. ..... MANTNAKCE -NT \4 —HOURS IN ADVANCE 1111, CONTRACTOR TO N01IFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 .... ... N OF ANY CONSTRUC11ON ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE X/ PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN N Lw 1. I 46r, 4\,�.' , COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED) BY If I I ....... .. 7 -A, TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. .. .... -n TR EE ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXIS NG /X\- . If. . i , , I I j I \ \ \\ \ OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE /,It &/ LU I ------ -55 Y WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS 4 F I NAN.0 -EASEMENT WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE j ',20G2S SF-,-.\\ E '>< z WITH F PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (S� TOTAL SITE QUANTITY COVERAGE (s� TREES QP QUERCUS PALLISTRIS PIN OAK 2 1/2" cal. 419 81 33,939 PA PLATANUS ACERIFOLIA LONDON PLANETREE 2 1/2" ca 1. 422 49 20,678 UP ULMUS PARVIFOLIA'ALLEE' ALLEE ELM 2 1/2" cal. 423 84 35,532 TOTALCANOPY 1 91,027 A SMALL BOBCA ....... y ,T/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK NTH A- b LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN LO I ."LQ.l bb t4ftw74; 77 Notes: TION AREAS OR WITHIN EXISTING DRIPLINES. "LOT.-, >< DESIGNATED TREE PROTEC _20�62� IT hi —Z '>< 7 it ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FIROM `�-20046 -SF It 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERiCAN ASSOCIATION THE SAME SOURCE (PER SPECIES). 7-7. . . . . . . . . . . . OF NURSERYMEN, THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER N--------- THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY 1z A - TITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING __-77 . . , - _77-, SUBS NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE INSTALLATION. ALL PLANT SUBS11TLMONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT" 40 PRIOR TO PLACEMENT OF ORDERS. -7 VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 'n VIE 11 _7 LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT ME OF DELI RY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO N07IFY LANDSCAPE z 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE ARCHITECT 48—HOURS PRIOR TO DELIVERY. I - - . 1-1-. __� __r _ MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND L% \� -GRAT H Li. _L -i / I I' - - - . : , . . . -- , J� / " I- --------------------------- PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. _z TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 40 520 MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. 4% —INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAME MULCH SHALL BE APPLIED TO A 2 TER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE— //39/. �T SHREDDED HARDWOOD. ------ IN/AE 1 ing ft. e; I, A CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. -------------- Al z 41,10 V) 0 0 0 -0 Q) Q) 0 06 LLJ z w 0 0j t r% 0 - 0 0 LU Z Lf K� 0 < CL -0 () Q) C: Q) 0 Li' t (D Q) L_ _Q 0 0 Uj 0 ol V) 0 L,j U) V) 0 LU 0, 0 0-, U 0 x :�7 W C (D 0 Uj 0 u Uj 0 Uj E V) 3013 NO. 112072 0 0 6 V) > SCALE 1 =80' SHEET NO. 0 Q) 21 C.€unty of;t�113carlc conservation Planht:cklist.- Toy placed on Lridscapc 1'la�s .(Handbook pp 11128+111-297 for Oingiete specifica igm) Alltrees to be, sated $ha11 be marked. frith pxirti car ri - on at a'jie*ht clearly:vWble,to equipment ,operaior�. No gaditig shall`begin until o tree rnarking,has:beeninspeeted and::approved b ra'C'bunty'Inspector- Tree, preservatim and pr,0tectWn measurea shall be reviewedewlth.tti e"cantractor -ou site: 4. Ejui nt. Qpgratiqu and $tura&e: Heavy equiprri rt; v.eliic lar traffic and storage of ecinstx ucti in"xnat rials ii c4b& I ng sail shall nat be p0militted within the drip lines.d trees to _be saved. S..itll Eros�Qn anc�Stoirrnwater Detntiatt 1?evlcesc Such dues shall prat acl ersely affect trees.to be saved 1 irk are riot perry tted tivithin 100 feat a£ the dripiin�e :oof - rws'to �be saved:. 7. Taxis MuUrWx:: T€ xis mateftals-shall.notL:be°.stored vAthin 106feet eaf the drlplixie df -trees to be saved.. Trees fo'.be retained dein 0 feet iaf a. proposed buildnig, for grading activity shall be prt tected by fencing: Fezt ing' shall be in pI- d shall be inspected and approved by' County=Inspector"prior tp gra. n ox oonstmofi' n.. 9. Tree W ells: V+lhn the,grr��znd';levl rr�xustbe raised: within the d�gtine afatreetn be saveda: tree wel:l;slialll?pxauided d a, constructsc�n detail submitted f )r rova3, .pp 10. Tree'��►'alls: W_h 'the: grauad"Zeve1 xmust b01Qvsrerecl unth* the ift irze a tree to lie rayed �a.tre0 wall: shall be prov ded; tid ccsnstM"traxi detatl submitted for approval: lIk `Trenching and Tunineinga l eh iren„chiz�g is reclu e watk izr the l rriits of clearing, it sl al111"e, d , as far away fro Che truss tzt trees as?possibl�. Tutiiieling, under.a"large tree: shall bog ecinsitl;ared as an altern tine' when itis anticipated that r oc sai treriohing v ill destroy.feedou roots:. 14leanu� zi Proteotiver fencing shall tbe"the last items removed clnr� the final cleanup;. 13 ;bawaged Trees: 10 Darnage.d .trees shall&l ", bp, t rent d mrnecl'atel r by prur i#g, fertilization onotl er methods recomriienrled by: a.tree'sliecialzst:; 1` t TE:"I I IS THS i1E�SlE PEt1R.'S RESPONSIMLI1'1T TO VCi1' FEEL W 1TH T`HE .CO TW I t}lt Ql'�, I REE C--0N$tRVA-f $EQUII�EMENTS; C?WNE.R. $JOI�TOURE: CONT"M F C_..HA$M 1GNA'TURE (DATE) 5..Ijb Pag,e dof i U) z 0 m U) ui ce rp°�� SCOTT R. COLLINS No. 35791 z O r -i t a H ce u V) W G� z Q H H z O E ce u L w n z 0 U) uj ce U) F_ z W z z O W W u y� Q Q u < l z z � D V) o o F- CL � o a z uj n > ui W w w °- 0� ce 0 W H > w ce Conservation Plan Notes:co It I 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED N BY THE COUNTY ENGINEERING DEPARTMENT. +CV 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND < PROTECTED. 3. TEMPOI'RARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT W FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES z —j TO BE PRESERVED AND PROTECTED. J > 4. FIRES `.SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE OEM= PRESERVED? AND PROTECTED, W 5. TOXIC IMATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. O 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN _.! INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENJT. AV Q 7. WHEN -TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, _ C.) TELEPHONE;, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THiE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FUIRTHEST EXTENT POSSIBLE, TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. W 8. ANY D/AMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTEDi SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A Ln PROFESSIOf\IAL FORESTER OR TREE SPECIALIST. U) 9. SOILS \WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND }— PROTECTED), SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT W ZONE. THE BAR SHALL BE DRIVEN 12” DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL u,] IS LOOSENED. (� �� ~ 10. TREE IPROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN U) MEASURES REMOVED DURING THE FINAL CLEAN–UP. J W (D 0 Q N m JOB NO. 112072 SCALE NIA SHEET NO 22