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SDP202000048 Plan - Other (not approved) 2020-09-10 (2)
J p I ° f / ,//'�Illl' I I 1 IF kO )) I'll I I J '✓/j mllt I,J'i °. / //,'/ ' �_///�q//ro/ i ,/ifi ' / -T -tom-- �!a _ /'N y. IF It G��- / \- °� ' r/ zz ° / °I I < �[ '/'/ice �'-/ � � // _ _ /I/ /, /�/i/ � /i /// /// // r /i , / / / // , / !/ \ o �/ I =� PROP. \ \ 5/ �/ oll o�//! III I I I , .Y \ \ \ ,.%'// r ��%'__ JJ111111II\II I/Illlllla//////, r I l Q 1\\ l ( IIII ( \ r ' ".`y`\ ///1\(ll IIII III I l \9� //\ / /j /i // _ _ 1 JII / - - \ \ \ \ \\ \ \ \ \ \ \ / , // - / / I - \ cr / / 1 ` \\ \ r�rr r�� ��\\\ 'l \ 1/l'Vll = 1I IPA . IIJIII/J/�!//�l 1P////// //ii/ir_d45�;..._����>.ow��/ _-__>>/\__ r/iJ 11 fi111 / `� \ \1\` ! y► I - - - - ' //�'i =- - _ '<E I I a\\ t. I // II 1 II I'I( _ _ / ///,j/ / Jl 1!/ / I l , / / / /// /, _ _/ /�\\\\ 11 \ \ / iEi�' - - '��` l II� / - / / / �pI /IIII 1111 Ily_1�, I `\ �/ ,///�//J%qJ// ✓/ I 9/J ,f/ //..: / 1 \ \\ / - -_-�- // , / / \ \ `_ __'' \ - _//// _�-�\Illll (/\\1 I IIIII (( III \ /'!%/ /,.//�%/ �'/ / J/J' r/ /// /_ - , .� , \\\ \\\ \\ \\ ( \\�� / / �` _ -_ 1� �,1111/\\l /_ l - t�ls'1R_i ` / - - _ Z\ //// �_n� \\ \ If /i�/! 1 I \ ��} �- /' .� /J// I \f \\\\\ \I 1 \ \` \ - PRE-DEVELOPEDONSITE'/ p olI /I 111 / j // _ J r9 \l I' \\\ \ \\ \\\\\\\\\\ �\ •� \ - - 'b 11110 / I CC( I y \ \\ \\ ♦. \\ \ \ ` \ ... _ �\ _ - `�I I \ \ _ DRAINAGE AREA � , � � 1 I � _ j7��' , _ _ � / \ / \' lol;, � Ili rrr !, 1 r l I� - \ -'�� \ li\ \\ \ \\\ � � / _ / / '/, ///// / - / _ � � @ \ ` fY/ I/ /„ ^' IIIIII \1, TOTAL: 15.63 AC / 1 ♦ _ _ J 1 1 \ \ \ t /\\\ II \ II \\ JI / ' rl \ \ \ \ \\\\ \ IMPERVIOUS: 0.53 AC - - - - \ t \ ol% \A\ I� i r f� / / " - \ 1 �) I . I(f_ - /� q' / y / I \ \ ` \ IfING RWSA 20' \�\ 1\\\\�\\\\\ \\\`\,^\�� /I ' • .\�`\� '�� �J J/--, _ ) I 1 4 •i I f1 !� \ -_ - �' \ 1\ \\\0\\6' \ \\o J 1114X� \\ \ \ \\ \\ _ TURF: /P- /�\\\ 15.1 QV", /y► -, J I I I/ ! \ _ - _ \ \ \\d \\ \ J/ iERLINEESMT. WOODS: _'NAV_- \� \\ T-LANE.--.,� - _ 1 t I 1 I I ° `\ �\\\111 �I IIIII I`` ' � 9 p. 150 _ _ - �\ l- o�\\�\\ \* _ _--- �r �/" //// � �//ii//ice;--_ J/Ij\ \\\�\\�j! \�i'A \ \ �/� e•/�i l l / / / -� T �- � I I 1 // \. \ � \\ `I l II I\\� II\� �'j J =\ " = z= =/a _ r�o /, /i //, I �� � \� � � \ � �� \ J � I 1 \ /-. _ f /s /-_ \ \ J t•l I/ I h\\ I IIj\ o =C ____-__--_ '-;� \, \.\ �� 1 I ��rC \ - r-'Q•F__ 1 \ a 11 /// / IIII ,/ �\ �71^ �/ 1 / J1� /�llll'lllli\"1\\ d \'`\\���� \ o � v+ �- // /ii///, - �----- 4 6 �= o oi' j� // ////g/ ,////J�///////'i/i �/ -4-5o' �/ // / / I V \� _ - - _\ / \ ` _ _ = r 7 1 1�I 1 I j \- t I IIIIII 1/1 11 11 1 11 / o o 0 0.o o ° �- /// / fl/ / / / / / ; / / y \%-- l 1 1 n I /, / //' �<////// / /i / % I.� �� - / \^ / f - y� / _ - 4` 1\1 '/ \\I\ \�J� _p_ II III111I1 I \\l Jr, /.. -11�I 1 Il'l / ///// / I \\r - ,/�,o %/f/III IIIIIIJJ////JJIl �_�=�____--\\ 1 / // `�\ / _�/ ielf,l lh Il✓i // �/ �i / / / / I I / / l I - - 450 , A �� / 1 1 �- I I I \\ II p•-/ _ ' o / r l I 1 I I! _ - - - - - _ , �' // EL\ 1- 0- �Oa - J I \ J-) \ \ 1 ) tl � / 1 I li \ \ \ `\-" �'_ 1p' ' J //�I11 IIII ���_ _-- --- \ \\\ I, _ i/iZ '`'� P P �� �1 1 \ l// /,� iJ /�/� o /f iG'; 7 // I it \ \ °-� ��` / •/ �� / I //��-� i� i�/��-rl I\ \`\\��\�\1\ ,J \ti///�/// /,,fir I I/ Q`� y- Y-=--, �ii/-.1 \d yR 1�i�' r��I \ / // r✓ / I II 111/ it/��� .�' -\�1\I 11\\�\ \ _ v //r/iyk`\\ /%�/// /// i I .w/%/ //✓max ``\ / r / � / / ✓ / / /� � / / � � '/ �; _ - - _' ' / / / / / ' / / i' ` ' ! /i / / / � - / // / � ` \�' ;__ - _�.� i i/^ \ � -/ � / �'� %/ / / !/ /l ✓ /� J /•I IIII I / � � /,ii / {.--'��"-� �\ \ \ � \ \ \ I�J/l/-�- .G�-i/j/��//' I/�r r/' "/j' / v� I IIII\\III l\�'v%_�'-`_=�'�i'- �y�� 1\\\II\I III( \/\\ f1_�= I\\/./i'�'//� //� / /i//l'l `=% //i/\�`-= 1.,///,/ /i/ -Ml\r �11(4 / ��'Q' \I 1 �- `S� '„Y. \\1\11 Id1I1`�\\\�� � � l�\\\\Illll�l/It'1�11\�s�=/'�/ 1\ \\r=-\\_ IIIIIIIIIIII�\\ \II.I/ (/ /�i� / ////:/i./,l,iJr/'�•_f--_'�//,_- /%G�/'�'// / /\ // I I ,�f \ �`yIIII \ 1 I I r ' _ \ / ) I / 6/ I� / •z=//1 I`/��/i//i/iii //i (I // f� l/ IrI JfT v �� \ \ \\\ `./ IIIII f / � / I // l /� �_ \ O� \\ 1 ll// /l, I / / / J / // � / / b >� � PRE -DEVELOPED OFFSITE _ __� Q- �'y / / / _ _ 1\ �'� \\ '� < \`_ \ I I I I 1 / / / / ' / / / / I / _ A` /Tti=' // y. ( k lJ// %// ` 1 'I'!'II // / / / , / / / // DRAINAGE AREA = Sl = 5 �%- /i/i/ /, /// , // _ - /� 1� \ \\\\ \\ �\\ l 1 \t \\\\�\ \ 1 \k\`` N\ //' =y_ s'+i� /i�j/�i//% _ - I /1 /i�l'Vvv \ C\`�\ \\\ / \\\ \`•��\11�III� ZA!'�l J , � p TOTAL: 1.47 AC '� 1 �•1' ;/ II - _ / /�/:: IMPERVIOUS: 0.53 AC \ b\ \\ \\ 'Cw j"%/�/IIIIJ�Ij/�/JjvGi1, lll/IlI rlllIll/ /// / !J /I ( `__ 'i y 4N. J�4 pl �i�81 / I �f // / 11 //lI/�' \IIIII I III J ( I _ - _ / /,. TURF: 0.00 AC \ \ •1 ` l l J 1� 111l IIII I '. III I I \� \\ ` �` i_ _ �; WOODS: 0.94 AC i /� \\\ \ Ill\ t\\\\ Q�\IkD}rplIIIIIIIIIIIII:'�f ill-_CN=74 \ \\ o \ \ \\ \� 111111 I I I \ \ \ \ _ - - / /�•/ /� ; ... l \I 11 \ ; \ \ � \ \ � _ _ - _ �/ i% TC = 6.0 / 4�j / / x // /� \� ♦ 'i \ '1�- _ �_ •�ti�/ / u - ��` M /, / //� / I 1 r / / / / ( �� / / I / \ V_`y / \ \', �' \ `�\ - 1w / _ � '�' d= ��4/ %N/,i "// . // / // / yy�� \ / / a Q 1 \ 111 I 1 i \ \�-•L _Fj ``AOLTMMM �C�_-// \\\ \\��mr4w /�%/� < I l i y/�_,���\\ _ a� �� ��\�� ��` _- -J'!'/i / s/Y S`m/%%(JJIIIt J\� \\O\��\ \sp\\\� - \ `- _ _ _�\ \ \ \ /C ` - `M`(\t\ \ \ r X \/ J �•`�7 \ - I \\\ 1 I II IyI�hI `_�\\ \� -'�` 1 -•--O'-C_ @`� \c _�==J=�'/,N/>� AA/ /�j !(\l\��\ � � � \ �� ` \�___ `\\;I I\ � �V\\ \\\\\\�-� / � � ` -�� \\ �I�I�V•`P\l _- \ \ p.\A0 �_.-��_`-� --" / // \ r ;•\ E t n Il 1 - \ \` \` _ �� PRE -DEVELOPED DRAINAGE AREAS / CJ ` /1 // ^/ - _ =.i rl -.�) I 0 III IIII \� \\\\11\\\\\\ I o° °o `I'1 1 // °, J-'/�iii/�q// .r � %, \ / / / / / % / i, // / / i �'%'-•�'y//i/ _t \--757 / ° l '�/� If \ "I,-� y Ip� DRAINAGE AREA 3 / / / / r /i/ / / / / / o I I / / / " -TOTAL: 8.48 AC 'i // / / /IMPERVIOUS:N IG�Y 1.96ACev DRAINAGE AREA \\ �� � � ' �-_ " /= TURF:6.52AC TOTAL: 1.06AC \\ %- /-__ Q �� - i WOODS: O.00 AC 1 1 / I /°° j„ / / / , / / / r m - o - ' < . y o° IMPERVIOUS: 0.18ACJ r _ - -CN=70 IIIII Itr// // // u 1\ E / );.. „`,�__ __✓-�_ /_ ,� / /// g - �i TURF: 0.62AC /\/�- T_c=6.0 d WOODS: 0.26 AC l `sue\, \ \ / .��, `"JIy�1l \ r I \ \� - - \\ \ \ I I 1 \ o ` _ _ �,�//o// /�i _ \_ j=-ram c _� I ?=` l ��i� ` - - `� I I I / ( J\\� mot) )\I I I r- CN=67 I I l ��� \�� , / /„G/i / II - \ I AkM _ 3 _ / - - II I I II I\ \ - _ _ �\1 JI I I�,d//''///,�//,/��„ ) �/ / /i / Tc = 6.0 U I (t \ i�� ) / r/ 1/1'l 11 w / / /<„ \\ I 11 II I I "I / //ll/JN/lJJ// II/ ! I / / / // i.,, /I\ i III II II1111(( I j t' \I � � %/ i//i%//////�//�/ %/J/ /� �/ / 1 � 9 /// /� ////A////�/- (\\IIIIII Illl IIIII __/ ,// \ \ \ \ \\\\ \\ \\� \ I 1 \\\ �` - - i 'i //j �j'% r jj /i //%/ /JJ/l / /j/ /// / / / / �' , / // IIII I I / \ \ \ _ \ y.. , \� � l/ �Jp / f I ♦ _ - _ / J) \ 1 I] t I` _/ ' / / J I 1 /� \ fi -� t �\ `1 �'ol'I"\ \\\\A\ ////i /(1'l Nl i{ r� o �.: ll _ -_ 1 I �. / p / / r Y / _ \� \�\ \ \\\ \ �X , ♦ '3�- �, �� I� \\ \ DR_IN-A� GE/ AREA � RA 1 BDRAINAGE AREA 5_/�TOTAL: 0.27 AC �_ �o i/i / I \ /l� / ° �� / / , p \ TOTAL: 1.47 AC / I1 ANE_ ` IMPERVIOUS: 0.06AC \ � -- - � , ��/ � � � ;' ,, ( \ '\��'� � IMPERVIOUS: 0.53 AC l / \ \ , _ -_ I I \ �, I \ •`f II \ I I I\�\ �9 TURF: 0.18 AC _ __ -/r -� _-_ -s= �'O - TURF: 0.00 AC \ _ - - \ I \ Ir t• I I WOODS: 0.04 AC _ - / - \ C \ \ ° - - - - !�\ 1 \\ �� CN 74 0.94AC CN 6.0- -v�� /G/i/iii/ nJr-�^ t �.J-� Tc=6.0 1 r �.1C`/� /I�I/ �llJl ,`''j\\ ,\+I_ Vr ,1 /.'{m,1� h-' \o --- - ---- -_ ' \' _/ 7I �I1 1 `R'I n� fJ/,III III r o o 0 0 , o o 0 j \ ` } I f �j ' ! I _-/ `u \ � i''All// III1Y'llll / / \I 1 IN, \1 'bt \ S�i� � � y/i/// l 1 " / -_ __ 1 •� I / / r y � / i'7 /%////, // __I II '� / I Iir� lllllll \ II RWSA 20'E116.l �11 I 17-ERLINEESMT. p 24 p. 148 D. - - 1 9 . 150 N. // r 6� / ✓ / / /' /' �,.-. �/ i - / I////j �� \�S -�i�� .� 1 .�4f�i� i/y///�1// J J/� / \ / l I� _ /•I � III / t` /' , \�- / ,\� �i/IIJ1��-'�-�'%_-___� -i ����/,/ Y /II J \ '\\ \ \ \`-" II 'i� Z /J/ %� _ /.\"� /�/ii / 1/ / / \ I f (1 `yO�//�� /� \ \' �\ \ \I �" \ / 1 IIII / / /// ///cam /Q-=ql �� /i//i/ii //r fl // J/ Ir1iJ/� '� \ �\ \_�Q I� I ll I DRAINAGE AREA 1A /r:,� c / //4i�i" rr//=- _ -A` /ram_-'_'///�/ �'/'/ // _ _ / / I !,. . \, (' \ \\ _'LIf, , \\\\ \1 I I I TOTAL: 4.39AC' \\ \` \ \\ \ I / l / , / /i / /i�'i / �i - _ / % / o //iii/ / /i - -\1 \ =\ \,\\ \/i IMPERVIOUS. , � •� _ j,// ii/� igr1�''�_4�0� ''/a'''�'%/�G �/ ice!' i '_ / Ll / •-�1\l l \\ \ �`��c�� TURF: 1.43 AC/'�//,/ ti✓ _/� % i/ i / / / / / t \ \\ 1 \\ / �, \\\\ \\\\\ \� \� •\�✓ \ Y WOODS: ).41 AC \�\ �• / !IIII. \ ` - . x�/i L/i/jS�'ii/st' i� - ' / /i / / /, r / 1 �' \. TN = 82 � � rylll l �` '' : ) DRAINAGE AREA 2 s>� ���� �� � % � r �ii r r :�f / , - \ ` I \� \ \� \ \ \ o \ c 6.0 TOTAL: 1.69 AC�'/ IMPERVIOUS: 1.04AC'/ii �iTURF:0.64AC \ ' \\\\r•s ��-a. - __-�/ �� i !1/ti ����\��� ^. --i, �'. WOODS: 0.01 AC \\\\\4y\\\\�\\`_` \ c-O' �\\` ;yi CN=84 Ill\\/�\\�O �\\�\\\� �= \ �__ �I I\ - V \ \\\\\\ \\ `���--\ >�'�.: i-i�/i•TC=6.0 4����a��_ _ 1// /1 / - _\A\1 .a �`..� / POST -DEVELOPED DRAINAGE AREAS _1" I\' \ UX WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) PRE AREA 1 (ONSITE) AREA = 15.63 ACRES IMPERVIOUS = 0.53 AC. MANAGED TURF = 0.00 AC. WOODED = 15.10 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 7.87 0.428 10 YEAR 46.44 PRE AREA 2 (OFFSITE) AREA = 1.47 ACRES IMPERVIOUS = 0.53 AC. MANAGED TURF = 0.00 AC. WOODED = 0.94 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) COMBINED FLOW AT ANALYSIS POINT 1 1 YEAR 2.37 0.104 Q (CFS) 10 YEAR 7.17 1 YEAR 10.18 10 YEAR 53.64 DRAINAGE AREA ANALYSIS (POST -DEVELOPED) POST AREA 1A TO BIORETENTION 1 (ONSITE, DETAINED) AREA = 4.68 ACRES IMPERVIOUS = 2.71 AC. MANAGED TURF = 1.51 AC. WOODED = 0.46 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 11.45 0.508 10 YEAR 28.38 POST AREA 1 B TO BIORETENTION 1 (OFFSITE, DETAINED) AREA = 1.47 ACRES IMPERVIOUS = 0.53 AC. MANAGED TURF = 0.00 AC. WOODED = 0.94 AC. Tc = 6.0 MIN. FLOW THROUGH BIORETENTION 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 2.37 0.104 1 YEAR 1.88 10 YEAR 7.17 10 YEAR 34.62 POST AREA 2 TO BIORETENTION 2 (ONSITE, DETAINED) AREA - 1.69 ACRES IMPERVIOUS = 1.04 AC. MANAGED TURF = 0.64 AC. WOODED = 0.01 AC. Tc = 6.0 MIN. FLOW THROUGH BIORETENTION 2 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 4.53 0.202 1 YEAR 0.32 10 YEAR 10.72 10 YEAR 10.53 POST AREA 3 TO STORAGE PIPE (ONSITE, DETAINED) AREA = 8.48 ACRES IMPERVIOUS = 1.96 AC. MANAGED TURF = 6.52 AC. WOODED = 0.00 AC. Tc = 6.0 MIN. FLOW THROUGH STORAGE PIPE Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 10.47 0.466 1 YEAR 2.22 10 YEAR 36.22 10 YEAR 36.07 POST AREA 4 (ONSITE, UNDETAINED) AREA = 1.06 ACRES IMPERVIOUS = 0.18 AC. MANAGED TURF = 0.62 AC. WOODED = 0.26 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 1.03 0.047 10 YEAR 4.09 POST AREA 5 (ONSITE, UNDETAINED) AREA = 0.28 ACRES IMPERVIOUS = 0.06 AC. MANAGED TURF = 0.18 AC. WOODED = 0.04 AC. Tc = 6.0 MIN. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 0.32 0.014 1 YEAR 4.30 10 YEAR 1.17 10 YEAR 86.40 CHANNEL PROTECTION (ENERGY BALANCE): `^DEVELOPED :50.80'(RE-DEVELOPED+RVPRE-DEVELOPED)/RVDEVELOPED + QPRE-DEVELOPED OFFSITE QmAx (1-YR) < 0.80`(7.87' 0.428AC-FT) / (0.508 + 0.202 + 0.466 + 0.047 + 0.014)AC-FT + (2.37) = 4.55 CFS Q(1 YR) POST -DEVELOPED = 4.30 CFS OK STORMWATER NARRATIVE THIS PROJECT INCLUDES THE CONSTRUCTION OF THREE (3) ROADWAYS, A RESIDENTAIL COMMUNITY, AND ASSOCIATED UTILITIES AND LANDSCAPING. ENERGY BALANCE REQUIREMENTS WILL BE MET THROUGH THE USE OF TWO BIORETENTION BASINS AND ONE UNDERGROUND STORAGE PIPE. FLOOD PROTECTION REQUIREMENTS FOR THE 10-YEAR STORM WILL BE MET BY RELEASING THE STORMWATER INTO THE MAPPED FLOODPLAIN, IN ACCORDANCE WITH 9VAC25-870-66, SECTION C.3.C. STORMWATER QUALITY WILL BE ADDRESSED THROUGH THE INSTALLATION OF TWO BIORETENTION BASINS AND THE PURCHASE OF OFFSITE NUTRIENT CREDITS. NOTE THAT ALL STORM DRAIN, STORMWATER QUALITY, AND STORMWATER QUANTITY CALCULATIONS INCLUDE A TOTAL OF 1.10 AC ADDITIONAL IMPERVIOUS AREA (NOT SHOWN ON THESE PLANS) IN LOTS 1, 2, 6, 7, 24, 33, 35, 36, AND 39 FOR FUTURE DEVELOPMENT. •0=•!tNLTN OF�0,1 44 C, i CLINT W. Iy: 9S F LET a, A� " Lic. N 05 4; Q 9/ 10/ 2020 �0 ^� E 0 OV N N � > E v E W u > U 3 w Q LL o 3 LL W o m Q jU000 Z o-_j-1n .. O ISE o, I,1�i1�� a L7 W �M x w oR =� 0 vl S ry U IzI Z Z W 2 0 00 �r O � a M O O x ti c� > W 0 F � o Lu U z z O DATE 0 61412020 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE 1"=60' ((D V J Imo( > z I Q a w/ z lz i C W Q Cw >G CL w (LuI'� v O w Z ED Lu Q 75 >O LL 0 O ~ W" 3: 0 Q O O c) O 2 O U) JOB NO. 40919 SHEET NO. C6.00 L �24 TW ELEV. 415.00 0 0 0 BASKET EDGE 12" 24" LONG EPDXY COATED #4 REBAR RIPRAP-LINED PRE-TREATMENT CELL BIN ELEV. 414.00 o O EMBED 8 C � U oho Al STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #1) NO SCALE �24 TW ELEV. 431.91 o BASKET EDGE 24" LONG EPDXY COATED #4 REBAR 12" RIPRAP-LINED PRE-TREATMENT CELL BIN ELEV. 430.91 o O EMBED�%8" u, o� o Al STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #2) NO SCALE TOP OF 66" STORAGE PIPE ELEV. = 418.70' �10 YEAR WSE 418.zr TOP OF WEIR PLATE 416.50' 1 YEAR WSE 416.48' STEEL PLATE ELEV. 413.20' 7" ORIFICE WITH TRASH RACK INV 413.20' UNDERGROUND CMP WEIR PLATE SECTION DETAIL - SWM A NO SCALE i I \\\ ----- ------ - - - - I - - - - - - - I � � - - -- - - ------------ -- -�-------------- - ------- -- -110.02'RiVv_ ------ -- / ----- - -- - - - --- - - - - -- - -� , ✓ i o I o �V 1 o + ° II Io° o o VDOTSIGHT I o \ /. ° I 0 \ \ MANAGED �° DISTANCE o I o \ \ \ / STEEP SLOPES I EASEMENT ° I I ° \ \ (TYPICAL) 0 + / ' / I° ° I i + \ /6 I+ I °°° + ° + \ \ ° �P O /o f 1 ° Q /° / I I ° \ n ° �� ° ° 0 / / oo / / o + o - - \° o STREAM BUFFER/ I °° / ° / �� • • -'\ PARCEL 09000-00-00-001AO SOUL14WPOD CHARLOTTESVILLE LLC 0jXftHOOD MODEL.Af TRICT Itift me Or DRAINAGE AREA C UNDETAINED TO DITCH ALONG OLD LYNCHBURG ROAD 0 PARCEL 07600-00-00-Cc SOUTHWOOD CHARLOTTESVILLE L NEIGHBORHOOF) IV-, DIST �29a'12'W 3308.E �❑ // U / + o --.- - - - -_ © p <`..\ / �- \� L� �� U 1 + III I //% 7 I dl ©' - BIORETENTION #1 ° / - - - I , _L- 0 J 0 o I I �♦- ! ! �N cam.,- , a / 1A ' l r I/� Jo + °° _ I / // /"w 2y DRAINAGE `♦ -� / ��' ! {! ! /_.� ` \\ PARCEL 090A 1-00-00-OOIDO o I IV" v v '� ! ♦ v / BIORETENTION #1 v/y�� - - J y \G\ SOUTHWOOD CHARLOTTESVILLE LLC + I v v v v v ! / TOTAL = 4.39 AC + - -r - L R2 RESIDENTIAL ° vvvv' I I w V.vvvvvv�e� �j /� w/ / PERVIOUS = 2.55 AC /^ DB. 3375 PG. 063 ° vvvvvl vvbvvvvv' ^� ( IMPERVIOUS=L43AC ` ' ° v v v v v . SWM FOREST AND / + v v v v v v v v v' / FILTER AREA REQ. = 3,669 SF p' vvv vvv' OPEN SPACE ,'vvvvavv • � � \ ° v v AREA = 6.87 AC vvvv v �•r' I AREA PROVIDED = 3,809 SF I I 1 1 \ \ I f \ J\�i V vvv v.v'wb I o�J. 1 I 6 + ° vv', vp/vvvv +` o + vvv I I 7v/vvv ��� o v v v -. I'7 � v.v v v DRAINAGE \1° vvv. I ..v, ......� ° vvv I I v� BIORETENTION #2 ° v v v c I I .' v . ! TOTAL = 1.69 - -I ° I+ v v v':I I�i :' .� PERVIOUS = 0.65 AC _ I� _ + ° I v v v C' I I; IMPERVIOUS = 1.02 AC / o v v I , FILTER AREA REQ. = 1,488 SF + ° v v I ' AREA PROVIDED = 1,587 SIF o `.. 0� - av4vv- ° oo v v a r - v v I� AREA EXCLUDED FROM I� °° v v v I QUALITY CALCULATIONS 3 I ° vvv \ \ A I AREA = 4.7E AC \ \ 17 or �/ i vvvvvvvvvc \\ r V. �► /�_- I o V_Vr;,�7°.°: vvv , �� \ 1����.�j rl , � \ w _vvvvv-. A �� cpidPWwwwW Oft i�� f o ff -�vvv6 v ,w v0 ffsef / �� + °° �vvvV,V.-Vvvvvv°.P%�WHO s °o + 7vv_vssv�sr-asvvwv_vv°' f♦ fff 11 \ I TREE PRESERVATION f v vvv v s v \� \\ v v v v a'r` • f♦ f f f f f f f 7 v v r pv, 2 i AREA =6.60ACRES ff.',, /. \\ \ vvv%' f vvv i 31 o 'v v v'- cPco , v \ '°vvv A 7v ".'17 yy....4vvv �#ff/ER EASgWf7WIVTV v v o 0 0 + _ �� FpFR PORTION OF FOREST OUTSIDE \ \ - v v v v o OF WPO/100 YEAR FLOOD PLAIN \ \ a vvvv / \ \ ov/ooaaaaaaaaaa ° TO BE DEDICATED AS PART OF \\ \� vvvvvvvvvv ° \ \ vvvvvvvv n ° MITIGATION PLAN \ \ v v v v v v v A n u o 0 0 > \ ° ° p ° ° ` ° ° O \ ° O ° / > ° O O ` ° ° O °o 0 0 i 0 °O ° \ \ ✓ 0) \° o ° FLOOD PLAIN do oo\ CONSERVATION AREA ° / OVERALL o o°//oo o ° DEVELOPMENT AREA ° ° o ° TOTAL AREA=15.70 ACmo°• �� I C/��1\/�`� � \ J o o IMPERVIOUS=6.30 AC Tr�L J__v_\*-�- --�I- r--rL�nl- j PERVIOUS=9.40 AC _ no _- C� (2) 36" NYLOPLAST BASIN WITH DOME GRATE - TOP: 415.00' TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK SEE STORM PROFILES FOR ADDITIONAL INFORMATION CLEANOUT RAMP SOIL TO LIP OF - OVERFLOW STRUCTURTE MIN SLOPE 3:1 BOTTOM OF BIORETENTION BASIN 3"HARDWOOD BARK MULCH 36" BIOFILTER MIX 3" NO. 8 STONE 45" NO.57 STONE SCHEDULE40 PVC UNDERDRAIN MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 30" HDPE NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 4.39 ACRES TM= 9,832 CF * 1.25 = 12,290 CF IMPERVIOUS: 2.55 ACRES MANAGED TURF: 1.43 ACRES FORESTED: 0.41 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (4' X 0.4) + 1' PONDING = 3.35' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 12,290 / 3.35' = 3,669 SF SURFACE AREA PROVIDED: 3,809 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 12,290 / 3.35' = 550 SF SURFACE AREA PROVIDED: 579 SF BIORETENTION FACILITY #1 DETAIL (LEVEL 2) NO SCALE SCALE 1"=100' 0 100' 200' LEGEND r v v v SWM FOREST vvvv AND OPEN SPACE -PROPOSED IMPERVIOUS AREA CONCEPTUALFUTURE IMPERVIOUS AREA 771 AREA EXCLUDED FROM CALCULATIONS 1-YR ELEV = 430.79 10-YR ELEV = 432.28 36" NYLOPLAST BASIN WITH DOME GRATE 100-YR ELEV = 432.64 TOP: 431.41' TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK INV. OUT = 426.91 24" HOPE CLEANOUT RAMP SOIL TO LIP OF OVERFLOW STRUCTURTE MIN SLOPE 3:1 BOTTOM OF D BIORETENTION NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA= 1.69 ACRES TM= 3,3989 CF1.25 = 4,986 CF IMPERVIOUS: 1.02 ACRES PERVIOUS: 0.65 ACRES FORESTED: 0.02 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (4' X 0.4) + 1' PONDING = 3.35' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 4,986 / 3.35' = 1,488 SF SURFACE AREA PROVIDED: 1,587 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 4,986 / 3.35' = 223 SF SURFACE AREA PROVIDED: 249 SF BIORETENTION FACILITY #2 DETAIL (LEVEL 2) NO SCALE ^� E 0 rn N Vr N C > E w v E 1uuv3 Q LL 3 LL W � m dJ U- J - L6 M u N V z F �x a �l oR my ti = N N = U > F cm rn i N 00 � M n � �r w o z 0 w U W � U O W a W ul W w N DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' 0- z < W Q ^ w O< w ED W Q LJ_ LL LL LLI w Z >Q z 5 Lu U) O O 2 ,O V / JOB NO. 40919 SHEET NO. C6.01 O N 0 3 s �a �X O no �z 20 sm c m a y c m ao 0 � 3 m Z m N >v � n 46.2 � w o n ws 2 Y J y V x c m o 12 c Ea 0 N O a c Nb as O � o m a c m W 0 C p N nE L F E L ------ - - - - - a -- - - -- O / (TYPI AL) / / / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' / now O EEPSLOP�S/ - - c o - - - - \ \ I STREAM CENTERLINE �.° / / / // / / / / / /' / (PRItS ' ERVED) ° O \ i - - - - - - - ' O 0 / ° / I / / 000 00 // / 2 16 , 1 woo I I - - - / I - _ / /01=7 SLOP S ° / `` / // / / i / / (PRE,SERVFD) / o ° / O1000 / / i' ' i' / / // ,/�_J / l �Q I I I I 1 / / // f /0 ° / / / / / / �° �' \ I I I 1 I Constants i / , `\��� �•1c� its\ss � \ •ts�c�:pfi� vs�c,� •>d .fit ...�.)..,.� Y31 ����"♦� ��)� LAND COVER ..aA ♦ Wx -000 10 • � y:. `!s���iwww�P����wwwnn�l:��� �i. r • 77 i77 Annual Randall(imhes) 43 Target Painhll Event (inches) I'm Toul PMospboeus(tt)EMC(mp/t) 026 Total Nimogen (1NIEMCir,B/LI 1.86 iargetTPlwd pb/acre/yr) 0.41 Pj VunitlessmrmrUan fatar) 0.90 DEQ Virginia RitwlTRedueion Method New De Aopmen[Compliame Spreadsheet-Version3.0 r• 2011 BMP Standards artl said,,a0am 02013 Draft BMP Standards and Specifications ProjectName: Southwood oats: 11 6/4/2020 BMP Design Speciinatwis Lis: 2013 Draft Stds & Spe" Site Information Post -Development Project (Treatment Volume and Loads) ,Land Cover (aces) A Soils Bsails Csoils DSoils Totals wrest/Open space (acres) - and ism dud, ometed foresVoprot amem ariewezted 6.98 6.96 Minutest Tuff (acna) -disturbed, graded Tar Mzwmher turf tube 9.40 940 Imperviousewer(auesl 6 m 6.30 •wrest/Open Spare wns musr6eprmnM lnasm,donre wiM the Viglnim RuroD FMu[tlon Method 22.fi8 Runnff 17» irinntc IRuI ASoi 0Solh Cwls DSoils Fores40pen space OA2ls 0.03 0.M 0.05 Managed Turf 0.15 D.20 0.22 0.M Imcervimus Carer 0.95 0.95 0.9s 0.95 Treatment VnIMria and Nutrient Load Treatment Volume 0,6J29 (acre,ft) Treatment Volume (cubic feet) 29,310 TP Load (Ib/yr) 18.42 TNbadhb/tt) 13L]d Site Results (Water Quality Compliance) a 04 / Area Checks 201 pDREST/OPEN SPACE (act I IMPERVIOUS COVER (ac) 02 IMPERVIOUS COVER TREATED Jet) .a� I MANAGED TURF AREA (at) MANAGED TURF AREA TREATED (ac) BIORETENTION FACILITY 1 SCALE: 1" = 20' 08 204 05 - / 435' O / / 122 / \ p 201- / i, 03 J H \ \ \ /� 300 403 `1 02 k it \ k kk�.. k \ k k k \ \ 4 \ %\ \ \ I 04 j k\ k k it 1 k k\ \ \\ _ 1 k k\ k k\ \kV k k \k k v CD - SA \ k k k A 4k k k \k V..r-` 30 I k k k' \ \ I \ D O 6 k It k k it 6 \ it Ik k I k k - ///� I \ k k\k k k �.- Q I \ 03 ' 302 k \ \ 402 I t 405 I / o / 1 120 0 01 a x 5 119 / \ 406 -108 407 / /- 446 O it it 109 BIORETENTION FACILITY 2 ii SCALE: 1" = 20' datamputtelb mnsantvalues cakulakon cells DA.A DA. B OA C DA D DA E AREA CNEM O.a1 D.Dz D.m D.m Don oK. zss LDz O.m D.m cam DK. L55 1.02 O.m O.m 0.m' Olt. 1.43 0.65 0.m 0.00 0.m ON. 1.43 0.65 O.m 0.m 00o W(. OK. OK. OK. OK. ON. AREACNECK Site Treatment Volume (ft3) z9,310 Runoff Reduction Volume and TP By Drainage Area RUNOFF RE DUCDON VOLUME ACHIEVED (ft') TP LOAD AVAILABLE MR REMOVAL lb/yr) TPLOADREDUCIIONACREVED lb/yr) TP LOAD REMAINING (Ib/yr) D.A. A DA. B D.A. C OA. D D.A. E TOTAL 7,865 3,191 0 0 0 11.057 6.18 2.51 0.00 0.00 0.00 8.68 5.55 2.25 0.00 0.00 0,00 7.81 0.62 0.25 O.m 0.00 0.00 0.88 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr)j 40.61 11 16.48 11 am 11 0.00 1 0.0 1 57.09 Total Phosphorus FINAL POST -DEVELOPMENT TP LOAD(II,/yr) 18.42 TP LOAD REDUCTION REQUIRED Ilb/yr) 9.12 TP LOAD REDUCTION ACHIEVED 116/yrl 781 TP LOAD REMAINING (Its, 10.61 REMAINING TP LOAD REDUCTION REQUIRED (Ib/yr): 1.31 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (Ib/yr) 131.Jd NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr) 57.09 REMAINING POST -DEVELOPMENT NITROGEN LORD(Ib/yr) DEQ Virginia Ronan Reduction Method New Development Compliance Spreadsheet - Version 3.0 BMPDesign5peaf¢ations Ost W13 Draft Stds & Specs Site Summary Pmjert Title: Samhwnotl one 43986 Total Rainfall = 43 inches Site land Cover Summary Update Summary Sheet PrintPreview Print A mils BSalk CSoils DSuits Totals %of Total Fares/Open lanes) am 6.98 O.m O.m 6.98 31 Managed Tud (acres) I D.m 9.40 I O.m I O.m 1 9.40 1 41 Impervious Cover (acres] 1 D.m 6.m 0.00 1 O.m 6.M 28 22.68 1m Site Tv and land Cover Nutrient Loads Site rat 0.36 Treatment Volume k 29,310 TP Load (Ib/tt) 18.42 TN Load (Ib/tt) 13L74 Total TP Wad Reduction Required 9.12 b r Site Compliance Summary Tonal Rusin Volume Reduction in') 11057 Total TP Load Reduction Achieved TELL (lb/vrj Total M Load Reduction Achieved 57.09 (lb/vr) Remaining Post Development TP Load Me (Ib1W) Remaining TP load Reduction lb/yr) 131 Required Drairg¢e Area Smnmary D.&A DA.B DA.0 DA.D D.A.E Total Fares/Open(acres) 0.41 0.02 Om am 0.00 OA3 Managed Turt (acres) 1.43 0.65 O.m 0.m O.m 2.08 lina.iaus over Jac.) 2.55 102 D.m O.m O.m 3.57 Total Am (acres) 439 169 O.m O.m 0.00 6.01B Dramaee Area Compliance Summary D.AA DA.8 DA.0 DA.D D. Total TP Load Reduced Ilb/tt Sm 225 O.m O.m Dim 7.81 TN Load Reduced (Ib/tt) 40.61 16.48 0.00 am am 57.m Drainage Area A Summary Land Cover Sunanar , ASoBs BSoRs CSolh DSoils Total %of Total Forest/Open(acres) 0.00 141 O.m a.m 0.41. 9 Managed Tud(teres) 0.00 1.43 0m 0.00 1A3 33 Irpernaus mver(.a.) 0.00 2.55 0.00 0.00 2.55 M 1 439 I BW Selection. Managed Turl Impervious BMP Treatment TP Load hom Dntreared Tis TP Removed TP Remaining Downstream Practire Credit Area Cover Credit Volume Zi Upstream Load to Practice pb/w) insist) TZineol 1, be (acres) Area (anes) Practices hbs) Ilbsl Employed Total Impervious Corer Treated)titres) 2.55 Total Tud AreaTrslsed(wes) IA3 Total TP load Reduction Adnieved in DA(lb/yr) s� Total TN Load Reduction Achieved in DA Ib g0,61 Drainage Area B Summary Land Covar Surinam, ASogs BSuils CSalls DSoik Total %of Total Forest/Open(anes) 0.010 0.02 O.m am 0.02 1 Managed Turf (acres) 0.010 0.65 am O.m 0.65 M Inperyleus Cover (acres) 0.010 1.02 0.00 0.00 1.02 m I LS I BMP Selections Managed Turf Impervious BMP Treatment TP Load ft.- Untreated TP TP Removed TP Pertaining Downstream Pnectire Credit Area Cover Credit V0 umelft') Upstream Load to Practice (Ilafr) (Ib/Yd Trvtment tube nacres) Area litres) Practicesllbs) (bs) Employed Total Impervious Cmtw Trezred(acres) 1.02 Tonal Turf AreasTreated (eresl 0.65 Total TP load Reduction Achieved I. DA hb/ttl 2.25 rural Tx Iaad Redumm� Acnieved ion DA (Ib/tt) 16.98 VA DEQ STORMWATER DESIGN SPECIFICATION NO. 9 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each bioretention area. The following is a list of some of the key maintenance problems to look for: • Check to see if 75% to 90% cover (mulch plus vegetative cover) has been achieved in the bed, and measure the depth of the remaining mulch. • Check for sediment buildup at curb cuts, gravel diaphragms or pavement edges that prevents flow from getting into the bed, and check for other signs of bypassing. • Check for any winter- or salt -killed vegetation, and replace it with hardier species. • Note presence of accumulated sand, sediment and trash in the pre-treatment cell or filter beds, and remove it. • Inspect bioretention side slopes and grass filter for evidence of any rill or gully erosion, and repair It. • Check the bioretention bed for evidence of mulch flotation, excessive ponding, dead plants or concentrated flows, and take appropriate remedial action. • Check inflow points for clogging, and remove any sediment. • Look for any bare soil or sediment sources in the contributing drainage area, and stabilize them immediately. • Check for clogged or slow -draining soil media, a crust formed on the top layer, inappropriate soil media, or other causes of insufficient filtering time, and restore proper filtration characteristics. Example maintenance inspection checklists for Bioretention areas can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010) or at the Center for Watershed Protection website. WATER QUALITY ANALYSIS SITE DATA POST -DEVELOPED PROJECT AREA FOREST/OPEN SPACE = 6.98 AC MANAGED TURF = 9.40 ACRES IMPERVIOUS COVER = 6.30 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 18.42 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 9.12 LB/YR TOTAL LOAD REDUCTION ACHIEVED (LB/YR) = 7.81 LB/YR REMAINING TP LOAD REDUCTION REQUIRED = 1.31 LB/YR` "REMAINING TP LOAD REDUCTION TO ADDRESSED WITH THE PURCHASE OF NUTRIENT CREDITS. 9.12 LB/YR X 25% = 2.28 LB/YR > 1.31 LB/YR ,wit00 �!tNLTN pFooi C1 I CLINT W. S F LET a Lic. N s4320 4C :p 9/10/2020 ^� E O OV N N m C > E a E u3 .a > 3 w w Q LL 3 `m^ WU. 0 U 000 dJ Z -n M O � ULD N� CL N zF? U 36 nQ w S ry U > °n Z Z W x F S N > Q d � Q Qc uJ CL Q 0 O x ti t� W 0 F � O Lu H Q Z 0 url DATE > 0 61412020 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLE7T SCALE N/A Lau • • r-I F-I LI QC 1 G w/ z li w Q VJ ^ _J i J W Q 0 0 LL W z W O a Lau 0 O O U) O �T i O U) JOB NO. 40919 SHEET NO. 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N.54380 4� 06_ 9/10/2020 am L DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' JOB NO. 40919 SHEET NO. C6.03 L -------------- _ I I 1 - - / - - - / -- to` -------- \ P�WA -41 \_\___ / ` l c� ��� , / _ ii /i / // /' li--/ I r�i \ \ _ <------- /� \ \ \ \ / / / / 1/ �' J-' \ l �� / / i '/ ' ' / / ' // / l / / I r l / 1 I I I I F----I----�- --------t--- T \ 1 \ 1\ ---4 'r- - _ /-\ _� �� CLINT W. Z i \ _ /l/N \ yi \ - - - %- - '/ - ' - _ ____ ---------- - - I- ---- ------ - _ _ \ \ _ / /' w '' / / '/ _ _ _ � / I I I___ ___ a t I I 1 1 D \ \ / �_ •v 9S FFLET > 1` _ / / �� is ��-/ / / 1 t I I \ DLYNCHFU____ R \ �, s� • • / �/ r � / 1 _M' \ t \STA7 c ROtlTE�31 i : : ` - - - _-194.47, \ \ \ / P O -r /� I S 110. 2' R • lU - - - - -• - _ ` - I_ / / / ri `Y �c _ • /- _ {, / //' \ _ _ �o Lie. N . 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GAYNER 154A � 156 I 0 loo _- - I / / ` -- / �� / / ' _ - - - DESIGNED BY - •T \\\\\\\�\\\\\.\\I11111111i11 �/ 1x�---����'' /�\11\\\\\\\\\\\\\\\\ \\ 56�__ _ //'// (//I 1♦;`�-\\\j __J_/,'"'�/� I_-- -- •(1 � _ • C. SHIFFLETT \ \ \ \ \ \ \ \ \ \ 1 I 1 1 I I 1 / , ' - - - - - _ _ - \ / \ \ \ \ \ \ I ` 1 h 1 1 OA n / - / / / / /� / I I , ✓ / - �\ \ \ - - - - /� - - / - - • CHECKED BY \ 4A , \ - - _ -\ - /r ` ' I ► \ \ \ -- r - - - • C. SHIFFLETT I 1 / BEECI� ,� t _ I \ C"� - - 1. / / - - 7 • CULVERT 1 I I I _ I 1� SCALE 2 =� , , ��--- �� _ _+/ / it I► !� r ��;�-\\ !-=� - - �--,- - _ • I,.= 60 \ \Q / I .�/ / ��� �\ '� __ -_\ -_.i '\/���!�-�I- ✓ T I I 1 1 I II II L /� \ \ 1__^r I / �S `` ��\I'\--V�� \�_-- /� "�\\` `\_ - - I / '/li-- \�I L-�.�� • b \ \ ♦,� ft /`� - \\-\ )-' \ / /�/ `� I/ II 11.1j1 /I I/I / ram` / \___ V- \ �_ - - --_ _ _J /I \ `�______ __ -T_\y4 y'-yzy� -}I;/ o�-'� �� • �1 // \ ♦ I \ III I I r \� +• / I - - - - - - -�. \/_ / I `// / U37- _ I I -UGPj ' _ =UGP - - -l1GP _ _ - - - - - - - - _ - _ _ _ _._ - _ =o�`T _�'�4' _r \� • TI uc 138 \\ \- \ ti I \ \ J ♦--------- 1ITTERNUT E -\---- -_ - -- - - J TfJP _ - - - - - c� - - --- LU so _ ♦ \ I / / / / CL �SAN- ��� � ��� �,��L� \ u.>• t =/ �\ice ri T _ I7�\ ---�------'�---- 1 / 1 \ ` W.OAK\ ) T\ - \ �\ ♦ \` / - I - - - --� J \ \ \\ � 1/ \\ \ \\ I \ I 1��� I / I I UGP00, 4 \ \ \ \\\ \I\ I\y(� \ SYCAMORE \ \ \kT�l I \I- \ \ \ I `---� -440- 1,\ \\\ \�\ y7 \r--_I V\ \\ \\ \ \\ x� I I--- -/ c) INLET AREA C INLET AREA C INLrl AREA C I 134 \ \I/ \ \ / // \ \ \ \ \ ` - , r� \I �4 �� / \ '"\ \ \ \ y } ' lJ I ❑ 106 0.06 0.74 160 0.14 0.73 226A 0.20 0.68 Z UGF_ - - I 108 0.05 0.69 162 0.08 0.74 228 0.06 0.77 J MAPLE \ \ I g \ \ \ \ \ / 0 110 0.03 0.74 164 0.10 0.77 230 0.18 0.59 \ \ ` \ \ / - - / UGL� �� - 112 0.18 0.77 166 0.02 0.77 232 0.27 0.81 I / _ r / ___----- /--____ '-- 114 0.08 0.70 168 0.02 0.78 234 0.24 0.39 W 1J - -��r �l� f 1 \ A` /�/ \ \ \ \\ - - - - - \ // 116 0.16 0.66 170 0.16 0.65 236 1.22 0.47 j T c� _ / / ' / / I / \���///���`/ / / I\ �\ , - \ / - \ \ may/ I 120 0.23 0.48 172 0.24 0.72 240 0.10 0.66 L C / /v ///''1// / �y'//� \� \'-_------- 132 0.10 0.76 202A 0.07 0.73 242 0.28 0.74 � CGC f / T - ' \ / ' ' 1' / 1 ' / ' / / G y, / / - - ^ Qj - ' . _ \ \ v R� �� 134 0.28 0.56 204 0.07 0.72 302 0.45 0.81 O G 214 1 I / / / /� / \ / 4 / // \ \ - - ' / '' _ / ` �- - I I 136 0.08 0.72 206 0.12 0.75 404A 0.15 0.55 LLI 216 ♦ 228 I �/ / 0 / �� / ,' 1 A� / �4 / `. - / / , - - \ - o� V L y 1 �_ ♦ I / /� L �✓ - - - - J/ / 136A 0.05 0.65 208 0.14 0.76 404 0.60 0.69 co / / I /.( 7► ' r \ ! 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Z`d 2S F LET a, Luc. N s4320 ,4r rj 9/ 10/ 2020 4� m E 00 M U N � N C *0 a E LU ,. F- 3 w w Q LL 3 LL �w 0 UDo �� Z w — L6 O rn ULu z0 vIT v 30� Q w oR �� 0 v1 S ry U > Z Z W 2 F 0 N i Q vM L U 00 �F 0 L a = o O _ U, = W D M ry � Z 0 DATE 0 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A LU Q I� I (n 7 z 0 CW j Q G^ LUi J c L J oz Lu Q � � U LU Q O LU W J Z z Q= O W " C46 0- C) EL 0 0 �T i 0 U) L JOB NO. 40919 SHEET NO. C6.05 LD-229 PROJECT: Southwood Redevelopment -Village i Designed by: CG HYDRAULIC GRADE LINE ANALYSIS PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CIS •��"N 46*0 0000� STORM SEWER DESIGN COMPUTATIONS LOCATION: •� 6P Op 0� STORM FREQUENCY 10 COUNTY: Charlottesville Checked by: Checked: INCIDENCE PROBABILITY 10 Year • Q t�� UNITS ENGLISH ��� ! � CLINT W. �Z 2S F LET a, . / S C• �o ee . spa '� Lic� I G,t� 911012020 � 1�� ;3�'ON iN��1 ••: ^� E O OV N Vt N 1Z > E w ai E _ - u N w 3 Q LL 3 LL W O no �_J U000 Z w - r O rn cn LU a N'T zF? U /J Q W �R �� 0 V1 (O 36 ry Z Z 2 U Q L W F iN i o vM U a O W Z �W O d � O O LU x ti W x F W O w LU N U Q Z O n DATE 61412020 O } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N/A • • W V LD-347 PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG J HYDRAULIC GRADE LINE ANALYSIS Checked: INCIDENCE PROBABILITY 10 Year I 0 V/ ce z z T O N (7 N C C W N Q N U a ^ W I..L LU O Qc U N G J NLu ED Q _J o w Q LD-347 PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG \ LL O W o HYDRAULIC GRADE LINE ANALYSIS /J Checked: W r J o INCIDENCE PROBABILITY 10 Year Z 7 a L 3 �x v U W W IL >_ - 7 W K Q I L n Q O a C! O !Y w LY O T N li o 0 U O) O v , m �I a 0 JOB NO. 5 0, 40919 g SHEET NO. as C6.06 DRAIN. RUNOFF CA RAIN P�:P FROM POINT TO POINT AREA COEFF. RUNOFF INVERT ELEVATION LENGTH SLOPE SIZE SHAPP Number Ca aci P tY Friction NORMAL FLOW FLOW TIME INCRE-ACCVM NLET OR JUNCTION STA. NV 62T F1. OUTFLOW PPE DEPTH OF FLOW OUTFLOW PFE OUTLET WATER SURFACE REV. OM. PPE W (n/mm) DESIGN O6CH. So (CFG/CMS) LENGTH FIFE Lo (Ft/M) FRICTION SLOPE, Sic (FT)FT) (M/M) FRICTION LOSS Nf (Ff/M) JUNCTON LOSS SURFACE FLOW Adj. ttt 1.3 Ht (HUM) Inlet Shaping? YIN 05 Ht (Ff/M) FINAL H (FUM) filet Water Surface ElOvetiOn Top Of MIT Top of Inlet Hev. APR20X. Adjustment? VO COntr. HO (Ft/M) W VP22g HI (EcDn) O35'MAX. (V@Rg) SKEW Angle K BarM H (Fl/M) Sum HE (FLM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 300 430.910 302 430.910 1.25 431.910 15 2.355 14.12 0.00118 0.017 5.128 0.102 0.000 0.000 0.000 0.0 0.00 0.000 0.102 2.355 0.133 YES 0.066 0.083 431.993 432740 O.K. NLET STA. NVERT a_ OATH OF FLOW OUTLET WATH2 OW_ PPE DESIGN 06CH. LENGTH PPE FRICTION SLOPE Gfo FRICTION LOSS JUNCTION LOGS SURFACE Adj_HI 7.3 I°let Shaping? 05 FINAL hiel Water Top of MH Top Of COMr. Hi (Ron) SKEW Uentl Gum NLET OR �AINCTpN STA_ NVERT d_ OUTFLOW PIPE Ot3'TH OF FLOW OUTFLOW PPE OUTLET WATER GURFACE aEV. OW. PPE Do (Nmm) DESIGN 06CH_ Go (CFS/CMS) LENGTH PPE Lo (FVM) FRICTION SLOPE She (FDFn (FNM) FRICTION LOGS Hf (FVM) JUNCION LOSS SURFACE FLOW Adj Ftt 13 H[ (FOM) Inlet Shapitgl YIN 05 Fg (FVM) FINAL H (FUM) Intel Water Surtace Elevation Top of MH Tap of Hlat Hev. AFiROX AdjustnenlT VD Cnntr. Ho (FVM) V. Vr2/2g Hi (Expo) 0354MX (VR/2g) SKEW Angle K UeriO H (FVM) Sum HL (FDM) 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 16 17 18 19 200 414.000 202 414.000 2.00 415.fi00 24 1fi.918 67.55 0.00496 0.436 15.370 0.917 10.956 1.864 0.852 0.0 0.00 0.000 1.569 0.000 1.569 YES 0.785 1.221 419.143 432.800 O.K. 202A 427.230 2.00 428.830 24 16.918 3fi.60 0.00498 0.182 10.956 0.468 10.907 1.847 0.647 0.0 0.00 0.000 1.113 0.309 1.113 YES 0.556 0.739 429.569 433.060 O.K. 204 428.060 2.00 429.660 24 16.609 60.11 0.00480 0.289 10.907 0.462 10.755 1.796 0.629 0.0 0.00 0.000 1.090 0.316 1.090 YES 0.545 0.834 430.494 434.610 O.K. 206 429.680 1.25 430.680 15 0.608 29.79 0.00008 0.002 4.050 0.064 0.000 0.000 0.000 0.0 0.00 0.000 0.064 0.608 0.083 YES 0.041 0.044 430.724 435.040 O.K. 2088 429.870 2.00 431.470 24 15.726 67.67 0.00430 0.291 10.755 0.449 10.611 1.746 0.612 0.0 0.00 0.000 1.061 0.226 1.081 YES 0.530 0.822 432.292 438.330 O,K. 208 431.320 2.00 432.920 24 14.875 53.99 0.00385 0.208 10.611 0.437 10.477 1.704 0.597 0.0 0.00 0.000 1.034 0.657 1.034 YES 0.517 0.725 433.645 437.640 O.K. 2708 432.500 2.00 434.100 24 14.218 88.24 0.00352 0.310 10.477 0.426 10.471 1.703 0.596 0.0 0.00 0.000 1.022 0.109 1.022 YES 0.511 0.821 435.153 440.330 O.K. 210 434.430 z.00 436.030 24 14.109 55.42 0.00346 0.192 10.471 0.426 10.391 1.677 0.587 0.0 0.00 0.000 1.012 0.372 1.012 YES 0.506 0.698 436.728 441.830 O.K. 212 435.640 2.00 437.240 24 13.737 28.01 0.00328 0.092 10.391 0.419 11236 1.960 O.BB6 0.0 0.00 0.000 1.105 0.155 1.105 YES 0.553 0.665 437.885 441.850 O.K. 214 436.300 2.00 437.900 2d 13.582 35.68 0.00321 0.115 11.238 0.490 10.919 1.851 0.648 0.0 0.00 0.000 1.138 0.274 1.136 YES 0.569 0.686 438.584 442.160 O.K. 220 437.280 2.00 438.880 24 12.173 98.78 0.00258 0.255 10.919 0.463 7.715 0.924 0.323 0.0 0.00 0.000 0.788 0.358 0.766 YES 0.393 0.646 440.520 445.620 O.K. 222 439.850 2.00 441.450 24 11.615 31.18 0.00243 0.076 7.715 0.231 B.B86 1.172 0.410 0.0 0.00 0.000 0.841 0.248 0.641 YES 0.321 0.396 441.846 445.230 O.K. 228 440.230 1.50 441.846 18 8.252 31.70 0.00550 0.174 B.fi86 0.293 9.104 1.287 0.450 0.0 0.00 0.000 0.743 0.278 0.743 YES 0.372 0.546 442.392 445.590 O.K. 230 440.860 1.50 442.392 18 7.974 49.76 0.00513 0.255 9.104 0.322 8.903 1.231 0.431 0.0 0.00 0.000 0.753 0.660 0.753 YES 0.376 0.632 443.024 447.fi20 O.K. 232 442.400 1.50 443.600 18 7,314 18.43 0.00432 0.080 8.903 0.308 7.716 0.924 0.324 0.0 0.00 0.000 0.631 1.087 0.631 YES 0.316 0.395 443.995 448.710 O.K. 238 442.940 1.25 443.995 15 2.069 97.80 0.00091 0.068 7.370 0.211 6.820 0.744 0.260 0.0 0.00 0.000 0.471 0.411 0.471 YES 0.236 0.325 446.219 450.990 O.K. 240 445.970 1.25 446.970 15 1.658 64.67 0.00059 0.038 fi.920 0.186 5.638 0.494 0.173 0.0 0.00 0.000 0.359 0.317 0.359 YES 0.179 0.217 448.222 455.500 O.K. 242 450.560 1.25 451.560 15 1.341 69.92 0.00038 0.027 5.636 0.123 0.000 0.000 0.000 0.0 0.00 0.000 0.123 1.341 0.160 NO 0.160 0.187 452.271 456.900 O.K. 208A 431.550 1.25 432.550 15 0.671 29.71 0.00010 0.003 3.574 0.050 O.OW 0.000 0.000 0.0 0.00 0.000 0.050 0.671 0.064 YES 0.032 0.035 432.585 436.730 O.K. 210A 435.030 1.25 436.030 15 0.136 32.00 0.00000 0.000 2.250 0.020 0.000 0.000 0.000 0.0 0.00 0.000 0.020 0.136 0.026 YES 0.013 0.013 436.043 440.260 O.K. 216 43Z290 1.25 438.584 15 1.188 28.69 0.00030 0.009 5.429 0.114 6.118 0.581 0.203 0.0 0.00 0.000 0.378 0.587 0.473 YES 0.207 0.215 438.799 442.790 O.K. 218 437.960 1.00 438.799 12 0.608 20.39 0.00026 0.005 6.118 0.145 D.000 0.000 0.000 0.0 0.00 0.000 0.145 0.606 0.189 YES 0.094 0.100 439.064 443.880 O.K. 224B 440.680 1.25 441.846 15 2.652 49.49 0.00150 0.074 8.052 0.252 7.106 0.784 0.274 0.0 0.00 0.000 0.526 0.889 0.684 YES 0.342 0.416 442.632 446.820 O.K. 224 442.370 1.25 443.370 15 1.504 155.42 0.00046 0.075 7.106 0.196 3.467 0.187 0.065 0.0 0.00 0.000 0.261 0.922 0.340 YES 0.170 0.245 448.096 452.830 O.K. 226 448.080 1.25 449.080 15 0.582 30.79 0.00007 0.002 3.467 0.047 0.000 0.000 0.000 0.0 0.00 0.000 0.047 0.582 0.061 YES 0.030 0.033 449.113 453.340 O.K. 234 442.870 1.50 444.070 16 4.314 67.04 0.00150 0.131 7.716 0.231 7.140 0.792 0.277 0.0 0.00 0.000 0.508 0.598 0.508 YES 0.254 0.385 445.140 449.650 O.K. 236 444.710 1.25 445.710 15 3.716 56.94 0.00295 0.168 7.140 0.196 0.000 0.000 0.000 0.0 0.00 0.000 0.198 3.716 0.257 YES 0.129 0.296 446.280 450.140 O.K. 224A 442.150 1.25 443.150 15 0.645 30.79 0.00009 0.003 3.572 0.050 0.000 0.000 0.000 0.0 0.00 0.000 0.050 0.645 0.064 YES 0.032 0.035 443.185 447.310 O.K. L iNt PROJECT SouthwoddRedeveopment-VillageI ROAD COUNTY Albemarle (Zone 2) CULVERT 501 VA NOAAStation Charlottesville HYDROLO GICAL DATA Method: INPUT Drainage Area: 3317 SHEET OF UNITS ENGLLSH CULVERT DESIGN FORM LD-269 ,R: DATE: IR: DATE: Roadway Width 28.7 ft ROADWAY ELEVATION 456.53 It Road Length 100 Solace Type PAVED Freeboard= #VALUE' ft Time of Concentration 5 Shkk. Elev. Lt. = It Shldr. Elev. Rt.- ft DESIGN FLAWS ELHWd= 454.54 ft �-- ____-Z_._________________________,______________________ _____________ R.I.(years) FLOW(cfs) Els€ 452.94 ft HW H 10 Design 8.23 Eh= 452.86 ft TW DEPTH 0.27 ti 2 Check 6.43 L= 121.9 ft - ------ -----__ Stream Bed '_'_'� TW TW VEL. 325 fps 25 Max 10.35 S,-7.88°l _ DEPRESSION 0 in. "-'---------------- Channel Brv.El.. 44325 ft CULVERT DESCRIPTION: SKEW- 0 0 "n" Bed 0.013 Elo= 443.25 ft TYPE: Single/Multiple Conforming Inlet Edge Description: Smooth TaperedInlet Throat TOTAL FLOW Q cfs OW PEF BARREL QIN cps HEADWATER CALCULATIONS CONTROL HEADWATER ELEV ft OUTLET VEL fps MINIMUM SHOULDER ELEV. ft COMMENTS INLET CONTROL OUTLET CONTROL Single/ M ultip le Confomilng/ Broken Back Culverts HWi/D HWi ft FALL it ELHWi ft TW it do It (dc+D)/2 ft he ft ke H It ELHWo it MATERIAL SHAPE Size (in) N Manntugs It Concrete Circtilaz 18 1 0.01 8.23 8.2 1.12 1.68 0.08 454.54 027 1.11 1.31 131 0.20 1.15 445.70 454.54 14.30 6.43 6.4 0.98 1.47 0.08 454.33 0.25 0.98 1.24 1.24 0.20 0.70 445.19 454.33 13.34 1035 10.4 1 1.31 196 0.08 454.82 1 0.30 1.24 1 137 1.37 0.20 1.82 446.43 454.89 15.91 Broken Back Culvert TAH,WATER DATA: TAILWATER RESULTS: ROADWAYDATA: ROADWAY O VERTOPPING: LENGTH Elev. r 0 SKEW Channel Shape Triangular n„ 0.035 Discharge cfs Elevation it Flow depth It Velocity fps Shear force PSF Roadway Width. ft 287 Overtopping Discharge Discharge cfs CtS Overtopping Elevation it Bottom Width, ft Side Slope Lt: (H1V) Side Slope Rt: (H1V) Channel Slope, Wit 0.00 S dace Type PAVED 50.00 Design 443.52 0.27 3.25 1.42 Top of Road Elevation, it 456.53 Design 0 0.00 18.00 Check 443.50 0.25 3.06 1.29 Length of Road, it 100 Check 0 0.00 0.0830 iMax. 443.55 0.30 3.44 1.54 Max. D 0.00 „n„ TECHNICAL FOOTNOTES: (1) USE Q/NB FORBOX CULVERTS (4) ELhi= HWi+ELi (INVERT OF INLET CONTROL SECTION) (6) ho= TW or (de +D/2) (WHICHEVER IS GREATER) (2)EWi/D= HW/D OR HWi/D FROM DESIGN CHART S (5) TWBASED ON DOWNSTREAM CONTROL OR FLOW (7)H=[1+ke+(29ncL)/R'�]v`/2g (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL S UBS CRIPI DEFLNITIONS: COMMENTS /DISCUSS ION:; CULVERT BARREL SELECTED HWd DESIGNHEADWATER i INLET SIZE: It Hwi HWININLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HWIN OUTLET CONTROL sf Streambed ENTRANCE: @ culvert face CULVERTSOFF byENSOFTEC, INC. LD-347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year S outhwodd Redeveopment - Village I COUNTY Albemarle(Zone2) CULVERT ono Charlottesville HYDROLOGICAL DATA RATIONAL VA SHEET OF UNITS IlVGLISH CULVERT DESIGN FORM ID-269 3R DATE: 3R. DATE: Roadway Width 10 ft ROADWAY ELEVATION 488.00 ft Road Length 25 Solace Type PAVED Drainage Area: 1.102 Acres Time of Concentration 5 Minutes DESIGN FLAWS Shldr. Elsf= Eli- L= S= SKEW- Elev. Lt. = ELHWd= 483.78 ft 483.70 It 1997.It 050% 0 0 485.02 ft ft x_______Q___ ---- HIM - --------------- DEPRESSION "n" Bed 0 in. 0.013 ------- Stream Bed -----�' ____________----- --'1� "'________________"- _______.______ Elo= Freeboard= SUldr. Elev. Rt_ H TW DEPTH TW TW VEL. Channel Inv.EL. 483.55 ft #VALUE! 0.55 5.02 483.52 It It It fps ft R.I. (years) FLOW (cfs) 10 Design 526 2 Check 225 25 Max 6.62 CULVERT DESCRIPTION: TYPE: Single/Multiple Conforming Inlet Edge Description: Smooth Tapered Inlet Throat TOTAL FLOW Q cps FLOWPEI BARREL QIN cfs HEADWATER CALCULATIONS CONTROL HEADWATER ELEV ft OUTLET VEL fps MINIMUM SHOULDER ELEV. ft COMMENTS INLET CONTROL OUTLET CONTROL Single Multiple Conforming/ Broken Back Culverts HRri/D HWi ft FALL it ELHWi It TW It do It (dc+D)/2 ft ho It ke H It ELHWo It MATERIAL SHAPE Size(m) N Mammngs n Concrete Circular 24 1 0.01 5.26 53 0.66 1.17 0.08 484.87 0.55 0.81 1.41 1.40 0.20 0.07 485.02 485.02 1 4.56 2.25 23 0.56 0.73 0.08 484.43 1 0.40 0.52 126 1.26 0.20 0.01 484.82 484.82 359 6.62 6.6 1 0.71 1.33 1 0.08 1 485.03 1 0.60 1 0.91 1.46 1 1.46 1 0.20 0.11 1 485.11 485.11 4.85 Broken Back Culvert TAILWATFR DATA: TAILWATER RES ULTS: ROADWAYDATA: ROADWAYOVERTOPPING: LENGTH Elev. SKEW 0 Channel Shape Triangular n 0.035 Discharge cfs Elevation ft Flow depth ft Velocity fps Shear forte PSF Roadway Width. ft 10 Discharge Overtopping Discharge cfs cfS Overtopping Elevation ft Bottom Width, ft Side Slope Lt: (HAV) Side Slope R[: (H1V) Channel Slope, ft/ft 0.00 Stuface Type PAVED 3.00 Design 484.07 M5 5.02 2.84 Top of Road Elevation, it 488 Design 0 0.00 4.00 Check 483.92 0.40 4.06 2.06 Length of Road, it 25 Check 0 0.00 0.0830 Max. 484.12 0.60 5.32 3.09 1 Max. 0 0.00 „n„ TECHNICALFOOTNOTES: (1) USE Q/NB FORBOX CULVERTS (4) ELhi= ITWr+ELi (INVERT OF INLET CONTROL SECTION) (6) ho = TW or (dc+D/2) (WHICHEVER IS GREATER) (2)HWi/D=HW/D ORHW✓DFROM DESIGNCHARTS (5) TWBASED ON DOWNSTREAM CONTROL OR FLOW (7)H=[l+ ke +(29n2L)/R"']v2/2g (3) FALL = HWI - (ELHWd - ELsf); FALL ISZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEF NITIONS: COMMENTS /DISCUSSION:. CULVERT BARRELSELECTED HWd DESIGN HEADWATER i INLET SIZE: m HIM, HW IN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HW IN OUTLET CONTROL sf Streambed ENTRANCE: @ culvert face CULVERTSOFT by ENSOFfEC, INC. PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG Checked: INLET OR JUNC110N STA. INVERT EL. OUTFLOW PRE DEPTH OF FLOW OUTFLOW RIDE OUTLET WATER SURFACE ELEV. DIA. RPE Do (In/rtm) DESIGN DISCR Do (CFS/CMS) LENGTH PIPE Lo (FM FRCT10N SLOPE, Sfo (FT/FT) (MM FRICTION LOSS HT (RIM) JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (RIM) Inlet Shaping? YIN 0.5 Ht (RIM) FINAL H (RIK Inlet Water Surface Elevation Top of Md Top of Inlet Bev. APPROX Adjustment? Vo Contr. Ho (RIM) Vi Vi'2/2g Hi (E(pn) 0.35YMMX. (Vi2t2g) SKEW Angle K Bend H (Ft/M) Sum HL (RUM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 400 430.910 402 430.910 1.50 432.110 18 5.103 40.95 0.00210 0.086 5.505 0.118 8.507 1.124 0.393 0.0 0.00 0.000 0.511 0.000 0.511 YES 0.255 0.342 432.452 437.670 O.K. 406 432.110 1.25 433.110 15 2.861 7.51 0.00175 0.013 8.507 0.281 7.763 0.936 0.328 0.0 0.00 0.000 0.608 0.816 0.791 YES 0.395 0.409 433.519 436.910 O.K. 408 432.470 1.25 433.519 15 2.046 172.89 0.00089 0.154 7.763 0.234 5.988 0.557 0.195 0.0 0.00 0.000 0.429 0.390 0.429 YES 0.214 0.369 438.854 445.650 O.K. 410 438.950 1.25 439.950 15 1.656 38.46 0.00059 0.023 5.988 0.139 5.682 0.501 0.175 0.0 0.00 0.000 1 0.315 0.000 0.315 YES 0.157 0.180 440.130 448.380 O.K. 416B 444.000 1.25 445.000 15 0.242 47.62 0.00001 0.001 1 4.685 0.085 1 2.677 0.111 1 0.039 0.0 1 0.00 0.000 0.124 0.000 0.124 YES 0.062 0.063 446.488 456.800 O.K. 416A 451.690 1.25 452.690 15 0.242 54.55 0.00001 0.001 2.677 0.028 2.499 0.097 0.034 0.0 0.00 0.000 0.062 0.045 0.062 YES 0.031 0.032 452.722 458.110 O.K. 416 452.340 1.25 453.340 15 0.197 28.36 0.00001 0.000 2.499 0.024 3.896 0.236 0.082 0.0 0.00 0.000 0.107 0.197 0.139 YES 0.069 0.070 453.410 458.020 O.K. 418 452.720 1.25 453.720 15 0.874 48.91 0.00016 0.008 3.896 0.059 3.206 0.160 0.056 0.0 0.00 0.000 0.115 0.416 0.149 YES 0.075 0.083 453.803 458.740 O.K. 420 453.310 1.25 454.310 15 0.458 28.44 0.00004 0.001 3.206 0.040 0.000 0.000 0.000 0.0 0.00 0.000 0.040 0.458 0.052 YES 0.026 0.027 1 454.337 458.440 O.K. 404A 431.300 1.25 432.452 15 3.118 28.45 0.00208 0.059 4.855 0.092 4.686 0.341 0.119 0.0 0.00 0.000 0.211 0.410 0.211 YES 0.105 0.164 432.616 437.240 O.K. 404 431.600 1.25 432.616 15 2.708 106.66 0.00157 0.167 4.686 0.085 0.000 0.000 0.000 0.0 0.00 0.000 0.085 2.708 0.111 YES 0.055 0.222 432.946 436.490 O.K. 412 439.820 1.25 440.820 15 1.383 56.58 0.00041 0.023 5.682 0.125 3.980 0.246 0.086 0.0 0.00 0.000 0.211 0.504 0.275 YES 0.137 0.161 441.266 445.890 O.K. 414 441.050 1.25 442.050 15 0.360 3720 0.00003 0.001 3.840 1 0.057 0.000 1 0.000 0.000 0.0 0.00 0.000 0.057 0.360 0.074 YES 0.037 0.038 442.088 446.090 O.K. 412A 441.400 125 442.400 15 0.408 5726 0.00004 0.002 3.980 0.061 0.000 0.000 0.000 0.0 0.00 0.000 0.061 0.408 0.080 YES 0.040 0.042 442.723 450.480 O.K. 6646*040400 ItNLTN p0 00a a r, i S CLINT W. :;Id 2S F LET a, -0 " Lip. N s4320 4t? :p 9/10/2020 IN L m E o O N u N � > E a E W E- 3 w w Q a o 3 U. wO _J 000 z w - ri O rn U LUN d v zF? U 3 0 to U) It Ln S ry U z Z W x Q F iN > o LU vM U o00 w 2 mF � U � tl M O O W x ti (7 W 0 x E- W x Q O U � � z z O K 0 O DATE 6/4/2020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE N/A (LU J J I co z Z LU 0 0Q < U m J LU LL U >O LL LU Q O w LU O J � U 0 0 0 �T i 0 U) L JOB NO. 40919 SHEET NO. C6.07 I I I I I I \ I I 0 ° O I I 00 I I ° O \ ll ° p O p + + O / 00 00 I I 0 O ,° I O I 1 °00 °°00 I `` �l �° 1 \ + 0 / ' /o° W I ° , ° r o I 9 % 0 ° \\ _ — _ Lc o \ I � °° ° \\ \\ / o ° �h O o I I °o \ �. I o° �VDOT-SIGHT y p I o \ �° ° - DISTANCE F o / 0 \ \ EASEMENT al ° I000 + + pop /// , + ° \ �ti ° \ �V / ° O I I p - o/oP�oP ��Q I° I I \ ----------------� \\\ //�-------------------------- --- Irl I \ 1 I I li I I I + I I I I 1C— --- ------ --- +— ------_—____. __________ — J 1 — --- — _ o � I I ° \ ° \ / + / \ 529 C2 W 308.E p ° I p° ° / _ I o STREAM BUFFER/ / n --\ 0 1 ° FLOOD PLAIN ( p 1 ( o o o ° CONSERVATION AREA l ° 666 i _ _', -Q- a- -� ° a ° I ��+ I t�� ° u C - 1 v) I n _ ° _ v �'J ° I _\ v vvvv o v vv � — -- -IL+ i At \ � /+^ I1Uv n VLpo_ J Y�� I 111 lle °�F/ + o I I I o -�-- G ° ° \� 1000, � \ ° p ° PRIVATE20'SANITARY o r \ ° SEWER EASEMENT ° \B. 2984 p. 688 Ill— / O� G \ 7 \\ o� o r ----�, / - Q' o' > — \ — I -- ��0 0 / ` i KING%E —\ -- \ _. !\ , /� ��7 O \ v o o �p ° �o 0 0 0 0 0 0 0�0 pA B- J t � v+I �' G \ / / 0o V O U cl \I� o ° 0 �r +-��o / ( / \ �� �j� / / /(� \ n` ALE 1'- \ °off \� ° „ E 20' SANITARY / /Np + ` ' WER EASEMENT e� \ °o + _ �� FpER ` °� D.B. 2984 p. 688 / O 0 ` 000000p00 n ° ° ° HQ,° / 4n L� �? \ °o° ° 0 ° ° 0 ° ° + ` �_ _� ° ° o o � \ � 1; Q,\ o 0 0 0 0 0 . / O I 1 �J i _ _�— — _ < of eo00, / II 0 V + 0 p ° p TOTAL DISTURBED AREA 14,880 SF (0.34 AC) MITIGATION AREA REQUIRED (2X DISTURBED) 29,760 SF (0.68 AC) PROPOSED MITIGATION AREA (FOREST SPACE TO BE DEDICATED) 29,814 SF (0.68 AC) jpth TH nf',ob moll, CLINT W. 7 /7S FFLET Lie.II s�see 4; 9/10/2020 ,•,, 0000♦ 111111 G, % al 0 0 0 w w U Q Z O 0 N z 0 f Z 0 U U Lu w o U) Z _O cW U C > O w U C) W a 0 W Lu N Q O o� DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' 30B NO. 40919 SHEET NO. C6.08 \ °° l + �\ A` \ '\, C NOTE: MITIGATION AREA SHALL BE PROTECTED FROM ANY FUTURE DEVELOPMENT AND CAPTURED ° ` O WITHIN A PROPOSED EASEMENT. THIS AREA SHALL BE DELINEATED WITH SIGNS TO PREVENT o \ o \ I O _ /' n VEGETATION REMOVAL. SIGNS TO BE PROVIDED BY THE COUNTY. L •,� �64pLTN pF 00a }�' , _ _ CLINT W. s o n o r W to o co o w o co Q co o LO o o `o ca 'Mn � O/9 S F LET > L L .r CO -' L (MO L L O L O L L co L .' F o r F F O, F F N M F v N v 0) m "t r, °' 168: DI-2 6 ft Throat a, "" 00 00 co N o " N " rn . A Lic. N . SIJf! 4� < O co 4- O V (m n a1 r O C o W o 00 W W • r, 00 r` v> M v co r o r-- °� m o r a0 o rn n r` 00 co 0 4 M con 00 m o v> M o co •'F 9/ 1012020 co 00 m m N °0 W 00 STA 10+37.79 166: DI-3B 6 ft Throat co v COm o v r` o r, v r- N r• v r` m o co • G mMO V' m�nr, V co - �M00N V' mMr-O) , 7 m�N V m r�rl- 0) 7 i �M(0 V mroCM N V mo V' m�(oM N 7 m�00W CO 7 i�:�, �� cooroj No��? ��a°'o�F TOP491.64 STA10+37.79 �� N M �� =M M �� o� NM�vvF N+ovvF .PCs G�� } N} f` F M} WF N }f� F }M F N+OD F M}mF } pow p�vz .-d'z0 INVIN480.87169 TOP o°° 000� o� O ��co D or- 0 o�� o r` O ��S/Q �C��� O O O ( ) O,vZ__Z 0 o�v0 p�vzz 0 vz 0 o�(L O o�v0 0� It 0 o<vz_z_ 0 �h AAL ,�� i`i O> oQa» oQa» INVIN480.96(601) INVIN480.35(167) wHO»> 4H0> ��O»> ��O» �c,HO»> ��O> c°DOIQ-O»> �c,�0»> �N����' ���z �cn�z z �a)P z INVOUT480.77(167) INVOUT480.25(165) �v�Fz z z , cnFz �mP z z �cnFz z �cnFz z z �cnFz cnFz z z �cnF z z z 500 500 495 495 485 485 ^� E o O u N � N C PROPOSED E ai E a80 GRADE 480Lu W� 3 Q LL o 3 U. W 0 m 8" WATER ¢ J U 000 z LINE EXISTING .Jr o O 475 GRADE _475 W M a ZF Mx v 30V)Q w Ul = °," z Z 2 U W w Q W 470 1 \ \ 470 F 37.79' OF ° > O v4 U 15" HDPE a v @ 1.00% 1 157 F j 79, OF O 1g�HD 465 @ PE 465 a lot 1�x SANITARY ° a PIPE 14-13 O x ti c� > w 0 460 460 F w N 2 Q O U Q Z 455 455 0 V, DATE 61412020 0 } DRAWN BY C. GAYNER 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+-00 12+-50 DESIGNED BY STR 172 - STR 162 STR 164 - STR 158 STR 160 - STR 154 •� C. SHIFFLE7T HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • CHECKED BY • C. SHIFFLE7T SCALE AS SHOWN • 1�1 1 m co N .�LO � n F _ ._. N F N F O F �.r 47 00 o 00 LO w O 7 O 0, Co °D N rv, N °? x O °D 150: DI-3B 6 ft Throat x o aD v rn a' m m m cr, O O n M N N ? 7 O d' O co V a) 0 0i M (0 N Ln m O m M � o D) rn W V O O o CO STA 10+40.05 m N o v m M u, w ry C? V N�O(Op O V mN W N V m000 d' m��� m�OM r a' MU) V Na1M }coj +Divesj MN�ItVF cI++�F TOP460.86 °?+�� NN,�vvF o+vF + `* o0co 0oCID v0 vzZ_ 0 o�azz 0 O��*0 INVIN455.13(153B) oIT 0 C1"vzZ_ 0 w �v0 w z J vQw> aQa>> > oQa .> > el Q(L INVIN454.42(151) cdQa> > vQw» > i�i QEL 0 o Qa> �rn�Z �cFnOFz z z �v~i�z z z �vFi�z INVOUT454.32(149) ICOoz z �cpHz Z Z ��z cLO U) z F� 475 475 465 465 460 460 0 LI 1 w/ z li w Q � > w a w J_ � LL a 0 O w ED 149 W J t Q n > LL O L 1- a Lu Z O � 0 w U (n 0 o m 22-il t r 0 o Qa 0 w 0 J 0 a 5 o U Z) W 0 3 5 a m 'm 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 14+00 9+50 10+00 11+00 12+00 STR 154A - STR 150 STR 152 - STR 144 STR 502 - STR 500 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 toe No. PROFILE SCALE 40919 g SHEET NO. a, C7.00 bi 495 EXISTI G 495 GRADE PROPOSED / � \ GRADE 490 490 q 3' MIN.. SANITARY � 485 PIPE 16-15 485 a� SA IT1�RY PIP 1514 171 169A 39.35' OF 1.5' 94.12' OF 169 480 15" HDPE 18" HDPE 149.53' 1'OF 165 480 @ 1.00% % HDPE 42. 8" WATER @ 1.00% 18" DPE 120.61' Q LINE @ 1 00% 18" HDPE @ 1.00% 475 _ 475 470 470 PROPOSED 470 — — GRADE 470 \ EXISTING \ \ GRADE 465 465 8" WATER � \ \ LINE 1' \ 460 O 460 153A 3' MIN.. 37.79' OF 15" HDPE IPIE @ 1.00% � ITARY 153 455 14-13 187 455 24" HD E @ 2.00 0 SANITARY PIPE 13-12 450 450 PIPE 12-11 445 445 490 490 PROPOSED GRADE 485 485 8" WATER LINE 1' 480 480 163 37.74' OF 15" HDPE 475 \ 18" HDPE 4? 5 SANITARY 0% PIPE 15-14 ` 161 711' OF 18" HD�\ EXISTING �° 2.00% 470 GRADE 470 465 465 EXISTING GRADE 460 460 8" WATER � PROPOSED LINE GRADE � 1' � 3' MIN. 455 455 101g5OF 24„ / 450 1 1 DPE / STORM 450 1 "HDPE 1.00% PIPE 501 4 SANITARY 1.5' PIPE 12-11 445 445 47 128. 4' OF 24" DPE SANITARY � @ 100% 440 440 SANITARY PIPE 11-10 435 435 PROPOSED 8" WATER GRADE LINE 455 455 1.5' _ 450 450 501 _ 121.90' OF 18" HDPE @ 7.89% 1 5' 445 445 \ \ STOR PIPE 1 7 EXISTING GRADE 440 440 SANITARY PIPE 11-10 435 435 430 4 0 L rN �����pLTH pc••• .r- v L LO CO ;• .r F•y ~ ~ ` `C'i 144B: DI-2B 6 ft Throat 132: DI-2B 6 ft Throat o is cog to v o o M m v STA 12+09.73 136A: DI-2B 6 ft Throat STA 14+16.28 rn °' N 128: MH-1 G L I N T W, y m co o v F- m + .4 v H TOP 449.23 STA 13+53.99 TOP 443.20 v STA 15+04.87 : t0 2 S F LET > p v =O p v Z Z p INV IN 440.91 (143) TOP 445.04 INV IN 436.94 (135A) 2 1 v z_ p TOP 430.21 C, a > ¢ a > > > INV IN 443.31 (143A) INV IN 437.97 (135) INV IN 437.27 (133) o ¢ o- > > INV IN 424.71 (129) ZA Lic. N 54320 4� 460 O o INV OUT 440.81 (143B) INV OUT 437.87 (135A) INV OUT 436.84 (131) co 1- 0U)i I_ ? ? INV OUT 417.16 (127) 460 SSG 9/ 10/ 2020 4k E 0 rn N N 0 > E co m v M O N H 1 Y N 3 L L My HV w 3 o N 0 o x m 136: DI-2B 6 ft Throat 1- m N 10 240: 12" Basin - Circular Grate w N m m w U. o ^� oNI �oov m�rnrnv STA 11+77.46 op�NMCOv STA10+00.00 `Oa��� a"�U°Mo z +or +�� ro+�v TOP446.99 134:DI-2A c�+M�a� +Mvv a�-� O � 0 � 0 o o � Z O Fn �It INV IN 439.64 (143B) STA 10+00.00 p � z ? � TOP 451.49 = o � � `I � � '-' o a O O O O �1azz d>QN N¢a> o¢a> > dd¢a> > INV IN 439.06 (137) TOP 443.56 NQa>> > INV OUT 447.20 (239) oo¢° -- O �w N� a ��OZ ��OZZ coU)izz INV OUT438.96135 INV OUT437.91 133 ��I?�? °''C/-Ozzz z1 05 U ( ) NrnH--- �- v 455 4 5 450 450 460 460 3 O a a w oR m� w o � S C ry z Z 2 U Q m W F i N > Q 455 455 Ar'l v M U PROPOSED o w 2 GRADE w I- O a - 0450 EXISTING 450 O W 3' GRADE _ � MIN. W 0 239 0 0 445 18' 8' OF 445_ > `4 pE @ 00% U a z O DATE 440 440 > 61412020 O r DRAWN BY C. GAYNER 435 4.35 • DESIGNED BY • C. SHIFFLE7T • CHECKED BY C. SHIFFLE7T 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+-00 12+50 9+50 10+00 11+00 9+50 10+00 11+00 • SCALE STR 146 - STR 128 STR 142 - STR 136 STR 134 - STR 132 STR 240 - STR 238 AS SHOWN HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • r Q o • 1� N a1 V N O c cO 104A: MH-1 rn �o N" 5- It (W 00 STA 14+10.00 o T V �oIt ryN v TOP422.64 IC*t4Z �amCSaZ Z) INV IN413.10(121B) g�I z p �<0.- INV OUT 411.06 (121 A) 4<(L r cnH? z �u)r_ 440 N ~ 440 440 Z - Z 440 0 0 50 O PROFILE SCALE H E _rn n r; co 0 0` m m �_ 2 N 00) . v 0 LLa7 CY) N_ �i 04 O H U0 vN N H N 7 `-' °D I� I_ M I NO N w LO 0. W N (�OUOj 0(O W o V to M07 7 V mca 0�7 [p�NCO N V mamma li 00 V O It V mcD to IT V V +ce) N+pNjV 7 ~ _I +�H 2+0It � F- N�07 7 ��« O C1 0, a z _Z ❑� V Q �G � t ZCIL_ D r V Z z N�o> ono>>> ��O> �°FO >> N�o>z> Cq V)Hz V)f- Z Z N(n F-Z Nln 1-Z Z Z (cliN H-Z - Z 440 440 460 460 W Q U) 36" Ae > w a w J_ LL T � " 0 O cc G O w 07 L UJ J Q n O L 1- Z Q w ° (n o 0 rn 0 . Q a co O w O J 0 a 5 o U 8i w O a m 0 9+50 10+00 11+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 5 STR 128 - SWM A SWM A - STR 104 STR 120 - STR 108 STR 242 - STR 225 I08 N0. d HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' 40919 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 g SHEET NO. a� C7.01 136: DI-2B 6 fLu Lu LU Lo CIL LL MjbL0 14 Ca t Throat STA 12+87.88 EXISTING TOP 446.99 GRADE INV IN 439.64 (1436) 455 INV IN 439.06 (137 455 PROP SED INV OUT 43 .96 (135) GRAD \ 8" WATER \ LINE \ 450 1' 450 \ 145 \ 445 37.79' OF 445 @ 2.00% SANITARY 3' MIN PIPE 11-10 143 171.99' OF 440 143E 78.15' OF � i 440 @ 1.50% 24" HDPE � 135 O @ 1.50% � 66.11' OF / 135q � 0" 'HOPE � 62.28' OF 131 435 435 @ 1.50% 30" HDPE @ 1.50% � \ 430 7 66 ?g 430 425 425 @ do � AF Op 420 420 O 435 ED P%DE 435 TING430 1 3' MIN. 430 425 425 420 420 7 � 415 3 S98' 415 @s oA O� o S MA 410 410 DE ELATION PIPE 406 405 -PROPOSED GRADE 450 450 445 445 EXISTING 'MIN. GRADE \ 1 �5' 8" ATER LI 440 6 141 \ 440 15„ HDp F 1 9 @ 3.Opo F 79. ' OF 24" DPE � @ 0 75% 137 � 435 34.1 F 435 24" HOPE SANITARY 0.75°/a PIPE 1 -10 430 430 435 36" ACCESS 435 36" ACCESS � RISER RISER 430 430 � \ RISER � EXIS ING PROPOSED \ GRA E GRADE 425 �- 425 420 \ 420 STORM PIPE 201 415 415 MIN. SWM A SWM A WM A WEIR WALL 0 125 1236 23A 410 11 .45' OF 97.23' OF 18 :36' OF 410 66' 66" 66" 0:00% @ 0.00% 0.00% 121B 121A 9.96' OF 25.49' F 30" HOPE 30" HOPE @1.00% @1.0 405 405 PROPOSED 445 GRADE 445 EXISTING GRADE 3' MIN. "WATER 440 I 440 1' 435 133 435 I 31.78' OF 15" HOPE � @ 2.00% SANITARY PIPE 10-9 430 430 425 425 PROPOSED GRA E 435 435 EXISTING GRADE 430 430 3' --. MIN. SANIT�RY 1.3' PIPE 31-4 425 425 420 17g 24,' NDp F @ 2 50 0 420 415 415 EXISTING GRADE 455 455 � �\ 3' MIN. PROPOSED GRADE 450 450 241 83.05' O 15" HDp @ 2.00%� O 445 237 445 1 "HDPE 2.00% 440 440 435 435 L L t L L0 LO L C ��E� 0io -CD L0Foo o o o o o rnrn o N, .-44 00 CO (0 C) / co co C14 CD 7 co m L6 4- O (D O I = (D O �' CD N^ m v CD n �� �tii i m0� V �mto a co r �V MOON Cl) co mm� W N N COm V O N L6N W Cl) o •� v rho °r v • CLINT W. mo j mo,ov? m`+°�°v N�+I,- maM�v mom04 co x+�Nvv :,�i22S F .LET a� oQaO oQaz O oQaz O oQaz O oQaz z O oQaz O �¢az> O ` • io F 0 > v F O > > i i > > o > > ao > > > io > > v > > . �o Lic. N SIJf! 4 • �U�z �0) Z Z m�z z �U)P z mF-zz z m�z z mFz- z iG �r0 �O 0H0 off off O z • 455 455 911012020 �%* 450 \ 450 1> lss OF \ 445 �/Dp T MIN. PROPOSED 445 0% 7�3 GRADE 4 S�pF 440 1 1 1 1 440 SANITAR \ 186 117 %435 PIPE 33-3 1S -� 9' 435 SANITARY S pF PIPE 32-31 \ 1.5' MIN. / \ EXISTING \ / \ GRADE \ " WATER \ 430 LINE / 430 / y2 6 N 8" WATER \ LINE \ 425 425 107 '� \ 420 30,,E F 1.5 420 @2.$0oF 60910S 30„ 6 SAP ITA @40pp PE 6-5 415 415 410 410 9+50 10+00 11+00 12+00 13+00 14+00 STR 116 - STR 104 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 15+00 16+00 16+50 425 420 9+50 ¢moo 0 N M00 p r O W V C6 V F- a z z p H_ Z 103 80.72' OF 30" HDP @ 1.30/� COm o �- � (D �m CD coCR 7 m +teCO a Iaz 0 �0> z 10 37.07' 36" HE @ 1.5( 100: EW-1 for 27" or 30" Pipe STA 11+17.79 TOP 412.33 INV IN 409.00 (101) I�:Zi]lib9q�7 \ %rEXISTING GRADE 10+00 11+00 STR 104 - STR 100 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 N, 41 12+00 212: DI-3B 6 ft Throat 234: 24" Basin - Circular Grate ¢ m 216: DI-3B 6 ft Throat STA 10+87.17 STA 10+56.94 2 N o N o N ca ¢ N B M Q N STA 10+ TOP 442.12 rn N NOVP 4 4 .8 20 (213) TOP 449.97 t M04 t N 222: DI-2B 6 ft Throat N °`c N c' N NN N zl� INV IN 444.71 235 m V m H N ro INV IN 438.17 (217) o INV OUT 435.09 (211) INV OUT 444.61 (233) o °R o or' STA 12+46.99 m m m m m m N 0 222: DI-213 6 ft Throat 222: DI-2B 6 ft Throat 214: DI-2A Cl) 232: DI-36 6 ft Throat x � m ( ) STA 11+43.98 N N v N m °4 v TOP 445.35 rp m w v cD N o 7 g v m v N rn v STA 12+26.17 STA 10+00.00 INV OUT 436.72 (215) r N co 220: DI-3B 6 ft Throat STA 11+14.11 m m 210: DI-3B 6 ft Throat mooN v m 1°O INV IN440.06 223B NN�� m�cDLDa v c��eD�o v ¢�v co co v 236: 24" Basin - Circular Grate TOP 448.71 N + � v N + LO r ( ) 226: DI-3B 6 ft Throat + N r N + o v - r v F- TOP 445.35 TOP 445.35 STA 10+30.71 TOP 442.43 218: 12" Basin - Circular Grate N N m F STA 11+19.21 v N INV IN 440.08 (227) STA 10+00.00 m ° N ° "' Z v z INV IN 440.06 223E INV IN 440.06 2236 o v � STA 10+00.00 INV IN 442.87 (233) 5 v z 0 0 z O a r z 0 p v z- O m z 0 ( ) ( ) TOP 445.62 INV IN 436.11 (215) STA 10+00.00 0 a z z O TOP 441.83 TOP 450.14 INV OUT 442.77 (231) 5 CL > > N F > > INV OUT 438.80 (221) TOP 453.32 N F O > > ¢ a > > > N O z > > INV IN 440.08 (227) INV IN 440.08 (227) INV IN 438.50 (221) INV IN 436.32 (219) TOP 443.90 4 ¢ a > > > INV IN 434.45 (211) INV OUT 445.71 (235) N m H- ? ? N m H z z INV OUT 447.26 (225) N rn H- z z N U)OF z z z N m - z z INV OUT 438.80 (221) INV OUT 438.80 (221) INV OUT 438.40 (219) INV OUT 436.01 (213) INV OUT 438.90 (217) c� v~i z z z INV OUT 434.35 (209) 455 455 460 460 455 455 450 EXISTING GRADE -PROPOSED 450 GRADE 450 3' -- MIN.445 ;18 44523556_51, DPE 33@ 1.75vj 'PE 440 @ 2.0 % 229 440 231-1 18" HDPE 34.83' OF 18AT OF @2.00% tellHDPE 18" HDPE @ 2.00% @ 2.00% 435 435 430 1 1 430 9+50 10+00 11+00 12+00 STR 236 - STR 222 455 455 PR OSE GRADE 8" WATER LINE / EXISTING 450 GRADE 450 1 \ MIN. \ / 445 225 01'42'OF / / 445 SANITARY1225 15"!.{DPE ' MIN. PIPE 43-42 @ 21 00 % ? 23 98,0o, OF 15 HDPF 29.79' OF @3'00% 440 15" HDPE 440 @ 2.00% 40. B F 15„ r) @ 2. 0 0 435 435 13+00 9+50 10+00 11+00 12+00 STR 226 - STR 222 EXISTING GRADE - 450 \ 450 PROPOSED GRADE 445 445 8" WATER LINE 1, T MIN. 440 440 221 30.71' OF 2.1 t' 219 24" HDPE 83, 0, 435 1.00% 4" OF 435 2.50 (SANITARY PIPE 42-41 430 1 430 13+00 9+50 10+00 11+00 STR 222 - STR 214 0 50 PROFILE SCALE m r ° rn N H N N r 0 . mMtog v CO p"vz 0 O CD N inPZ Z 450 210 DI-313 6 ft Throat STA 1+74.63 TOP [INV 440.35 i INV IN 433.24 (209) 445 \ IN 433.97 (209A)l 445 PROPOSED GRADE 3' MIN. g" EXISTING 440 WATER GRADE 440 LIN 8" W TER \ LINE \ 217 1 16.12' OF 1' 12" HDPE @ 4.50% 435 435 215 1.5' OF 30.60' OF 24" HDP 15"HDPE @200 0 @ 2.00% 20 9@ SANITARY 8 20 211 OF 430 PIPE 41-7 430 24" HDPE 209 2.00 SA ITARY IPE 9-8 @ 2.00% 24" HDF E @ 2.00o 425 1 425 12+00 9+50 10+00 11+00 12+00 STR 218 - STR 208 13+00 t7 L N 0 L z O W Z W C) 0 U 2 O U w a 0 u w w N DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN 1� LU ( V J I -I I W > w a w J J LL 0 < 0 w m WJ Q > LL O w O Z 0 LL 0 0 0 2 ,0 V / JOB NO. 40919 SHEET NO. C7.02 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 co 9 m r0 CU O m O N t N p N � N (V N00 M NLO o oFD CO co to (0 CD m� a0 OD m0 to�V + cli CO O It N (li qt Z) ZZ ❑aZK cocoNFz m 0 z NN�?NrnF Z C(nPzZ 44F 44.ri 440 440 EXISTING GRADE PROP SED GRACE 435 RAIKI 435 430 430 07 2078 53.99' OF 67.67 OF 24" HE iPE 24" HppE, @ 2. 0% @ 2.00% 425 425 420 1 420 9+50 10+00 11+00 STR 208 - STR 204 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 202A: DI-2B 6 ft Throat a STA 10+89.90 d o m o TOP 433.06 L N INV IN 427.38 (203) SN op 0) -CO INV OUT 427.28 (203A) m o co CY) 6 N CO 202: MH-1 o cn r� o 206: DI-36 6 ft Throat m+ v 04 f F CO STA 11+26.50 + o STA 10+00.00 E z_ ? TOP 432.79 w " v z TOP 435.09 v Q a > z z z INV IN 426.55 (203A) o ¢ o INV OUT44429.13 (205) N U)i O INV OUT 418.37 (201) N c~n z aan 435 435 8'� WATER \ LINE 1 430 430 205 11111111 1' 20� 29.79' OF 60. 11 OF\ -03q 15" HDPE 24" \ 36. 425 0 @ ?HDPE 0' 425 SANITARY @ 2. O�E PIPE 7-6 �' \ 420 420 \ ti 415 4 ' 415 p0 F 1.5' MIN. 410 410 STORM PIPE 121 405 1 1 405 12+00 9+50 10+00 406: 24" Basin - Circular Grate STA 13+05.13 TOP 436.91 m a INV IN 432A7 (407) v v v N INV OUT 432.37 (405) o v r- M Cl) 408: 24" Basin - Circular Grate 414: DI-36 6 ft Throat + v M _ OT � v H- STA 11+32.24 STA 10+00.00 E 1,4 z z p 2 0 v z z � TOP 445.65 TOP 446.04 i`i F O Z > > o F O > > > INV IN 438.95 (409) INV OUT 441.80 (413) v 0 - z z t to H- z z z INV OUT 438.52 (407) 4RR 11+00 12+00 STR 206 - STR 200 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 302: DI-3C 6 ft Throat STA 14+52.70 TOP 432.77 INV OUT 431.01 (301) 44R 300: ES-1 for 15 inch Pipe STA 14+49.97 TOP 432.29 INV IN 430.91 (301� 4R 440 440 PROPC SED 435 GRADE 435 430 430 301 9.50' OF 15" HDPE EXISTING @ 1.00% 425 GRADE 425 420 420 415 415 o m y U v v CO v ~ �� It 00 �..� °'? COCO 0 m m r N� U DI-3B 6 ft Throat 416B: MH-1 420: DI-3B 6 ft Throat mo F) + vF[416A: STA 11+09.12 STA 11+63.07 STA 10+00.00 E v zO E a z 7pTOP 458.06 TOP 456.80 TOP 458.43 vrnH O > > zCO i6> >INV IN 451.06 (417A) INV IN 450.42 (417B) OUT44��2.35 (419) z v zINV m _ _INV OUT 450.96 (417B INV OUT 4A 38 (415) 465 465 XISTING GRADE PROPOSED 460 \ GRACE 460 8" WATER 8" WATER LINE 'NNE 455 \ 455 419 1' 1.5' 33.58' OF MIN. \ 15" HDPE @ 1.00% \ 1.5' 417 450 KAIKI 43 is, nc 450 15' HDPE 53.95' OF @ 1.00% 15" HDPE T MIN. SANITARY @ 1.00% PIPE 34-33 417A 32.38' OF 445 445 @ 1.00% rS�627oF �Q S p0% 0 440 440 435 435 13+00 9+50 10+00 11+00 9+50 STR 302 - STR 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 vi `m 402, MH-1 m a STA 11+33.41 E co 2 U M TOP 437.62 U7t Io INV IN 431.31 (403A) 402: MH-1 o th w m o ? INV IN 432.07 (405) STA 13+15.18 o rn to N mCO INV OUT 431.21 (401) TOP 437.62 00 ++ W � v r, v 400: ES-1 for 18 inch Pipe CO INV IN 431.31 (403A) 00 o m � Q a z p STA 11+72.31 ¢ a INV IN 432.07 (405) ¢ > v > > TOP 432.58 INV OUT431.21 (401) au~i0z a �z z INV IN430.91 (401) 4R5 Min 4Rn EXISTING 450 G RACE 450 \ 445 445 \ PROPOSED 413 \ GRADE 440 MIN.\ 440 511HDPE 6.Sg 1 409 2.00% 1 "HDPF 3 E .46' OF � Is @ 2.00% 435 r \ 435 289, ill •.HD OF @3S0 AE D 430 405 430 15" HDPE @ 3.00% 425 425 9+50 101-00 11+00 12+00 STR 414 - STR 402 13+00 13+50 \ \ EXISTING 445 GRADE 445 440 PROPOSED \ 440 GRADE 3' \ 435 MIN. 435 403 430 106.66' OF HDPE 403A 401 430 38.92 OF @ 0.70% 15" HDPE 18 HDPE @ 0.70% @ 0.77/° 425 425 420 420 _ 9+50 10+00 11+00 STR 404 - STR 400 510: ES-1 for 24 inch Pipe STA 10+01.90 TOP 485.95 INV OUT 483.70 (509) 4A.ri 12+00 -410: MH-1 STA 12+10.69 TOP 448.38 INV IN 444.00 (415) INV IN 439.82 (411) INV OUT 4M, 2 (409) 10+00 11+00 12+00 12+50 STR 420 - STR 410 506: DI-36 6 ft Throat STA 10+70.28 o m TOP 487.37 F U-)INV IN 483.26 (507) L M INV OUT 483.15 (505) OMvt+i v M + ao H 504: ES-1 for 24 inch Pipe E o a Z_ STA 10+86.79 o O > > z TOP 485.23 rn to H- ? INV IN 483.07 (505) Rnn 490 490 / PROPOSED \ EXISTING GRADE GRADE 485 485 1.5' 509 507 480 29.97' OF 38.41, OF 480 24" RCP 24" RCP 505 @ 0.50% CLASS B 16.51' OF @ 0.50% 8" WATE 24" HDPE LINE @ 0.50% 475 475 470 _ 470 9+50 10+00 11+00 11+50 STR 510 - STR 504 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 0 m is r o m� m L , W mCNw0�q N +O 0)'I V oV_ZZ_0 (fig»> � U) z Rnn EXISTING GRADE 495 495 PROPO ED GRADE 490 490 3' MIN. 8" WA7 ER LINE 485 485 1.5' 6012 01 480 6 480 24" HDPE @ 2.00% 475 475 9+50 10+00 11+00 11+50 STR 600 - STR 168 0 50 PROFILE SCALE �64pLTN pF 00y C' Z CLINT W. :-,9S F LET a, • • -o Lic. Nw. V43219 40 • 0 6. 9/10/2020 ^� E o O u N � N C > E w v E u N w 3 Q L-,tj 3 LL W 0 m j U 00_ .. rn C7 W N V v � z F „ x oQ �"r ti = N N F U Q m <Lr; rn w N � M a� o w am O oc t7 L w N DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN 1� W > W a w J J LL 0z 0 w m W Q LL > O W� z 0 0LU O 0 0 2 ,0 V / JOB NO. 40919 SHEET NO. C7.03 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ��6*04040 pLTN pF 00a C, Z CLINT W. ss :�d//2S F LET a, < m m L)i ni f0 m `, L ems- L M v In W M L M W �'0� Lic. N SIJf! 4� 7 00 911012020 °o rn CO m a �i mo(07 mNNaM V ci �07co V �MW(OM CD V ��NLo � V m�co V 00�00NAL��G� + +oi4 $H- m+. F- m+ovv�- =+� r N+<07�H 000"# fff Oo C]od'z o�� o� 7 loco Z p�coz m Q �O v-z O O�vO p�vZ Z O az O v—z O O r- �FO> mH0> > > m 0> U) 0> > > �Q0> > m¢ d> > > N. Hz ��n l--z z ���z �c~iJ�z z z. �c~i)�z z ��0? z z d. M 455 455 475 475 0 0 c9 208B: DI-2B 6 ft Throat 0 °M° o 'D v STA 10+29.71 ^� " EXI DING o 0+ M H TOP 436.33 ¢ o GR DE Q d p INV IN 430.13 (207) v E PROPOSED EXISTING o p> INV IN 430.13 (207A) _ - GRADE GRADE N m F z INV OUT 430.03 (207B) u w 3 450 450 470 470 445 445 ¢ LL o 3 LL W O `mom GRADE a Lu z 3'MIN w.J.-� 0 8" WATER U W N a 445 1' 445 465 LINE 465 1- � x N MIN. T MIN. 4d v 0 " WATER Ln _ N z 2 143q LINE _ u > � O w 2.70, 1.5' ¢ mLr; N 5" HDPE 57.0 30 w p 440 1.0 ° 440 460 1 " 6' OF 1$3 460 r�i o U 155 @'2Sp 0 1 J 2 OF 00 � r 37.80' OF HDPE O SANITARY 15" HDPE SANITARY ca 2'S0j V PIPE 11-10 @ 2.00% PIPE 14-13 � a 435 435 455 455 O W x ti c� > w x H 430 430 450 450 o w N _ ¢ o z O 0 n DATE 425 425 445 445 > 61412020 0 } DRAWN BY C. GAYNER • DESIGNED BY 9+5STR 144A - STR 144B 00 9+50 10+°°STR 156 - STR0154B 2+00 9+5STR 208A - STR 208B 00 • C. SHIFFLETT • CHECKED BY HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • C. SHIFFLETT 5 • • SCALE AS SHOWN 0- 0 50 PROFILE SCALE Lu (p i0 M N Q _ V O O O N O M Q in o N 210B: DI-3B 6 ft Throat (D o ry 224B: DI-2B 6 ft Throat (D o u Ln o m�vr�i STA10+32.00 mqc� STA10+29.79 m�MN Nr-0vv J � o F TOP 440.35 `L o TOP 446.84 c' + o + Lo 4 � H Do Dov] Dove CD I� d O INV IN 433.24 (209) d 0 INV IN 442.37 (223) v p v_ z oQ O > INV IN 433.97 (209A) N F O > INV IN 440.98 (223A) N a0 O> i\ H O z > > c� INV OUT 433.14 (209B) 04 m z INV OUT 440.88 (2236) v m F Z T m F- z z 450 450 455 455 455 455 LI 1 z 450 450 W Q U) EXISTING > w GRADE ^ uj J_ T MIN. 0 Q � T° 445 445 O w 0 PROPOSED ED t 1' GRADE w Q C a LI EWATER LL O G IL 440 440 Lu Z Q oSANITARY 00 U) PIPE 42-41 223A `0 29.79' F 435 435 a @ 11.00° O w O 0 430 430 a 5 U 'o U 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 co STR 210A - STR 210B STR 224A - STR 224B STR 412A - STR 412 a HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' 'm VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 a 0 JOB NO. 5 40919 g SHEET NO. a� C7.04 445 445 EX STING GRADE P POSED 440 GRADE 440 3' MIN. " WATER LINE 1' 435 435 SANITARY PIPE 9-8 430 n3C 209A 32.00' O 15" HDP @ 1.00% 425 n25 440 440 EXISTING GRADE 435 435 PROPOSED 8" WATER GRADE LINE 1' 430 1 430 SANITARY PIPE 8-7 207 425 29.7 ' OF 425 15" DPE @ 240% 420 420 PROPOSE 450 GRADE 450 � EXISTING GRADE 445 3' MIN. 445 440 411q S�'26' OF O 440 DpE @2.00% 435 435 430 430 L ��6*04040 pLTN pF 00a C,: CLINT W. ss 9S F LET a, 04A " Luc. N seaee :0 911012020 ^� E o O N u STA 17+70.26 MANHOLE ¢ o 12 TOP 463.93 11 STA 20+22.71 > E TOP 456.89 v E INV IN 453.09 (13-12) MANHOLE MANHOLE EXTERNAL DROP MANHOLE MANHOLE INV IN 440.65 (12-11) H- W 3 STA 10+00.00 STA 11+14.60 STA 13+18.99 INV OUT 452.89 12-11 STA 23+92.61 N ( ) INV OUT 440.45 (11-10) � w a 16 TOP 492,72 15 TOP 491.81 14 TOP 483.49 STA 17+17.17 TOP 446.22 10 ¢ LL 3 TOP 464.88 13 INV IN 435.83 (11-10) U. o wO INV OUT 486.37 (16-15) INV IN 484.91 (16-15) INV IN 473.27 (15-14) INV IN 454.35 (14-13) INV OUT 435.73 (10-9) a z 500 INV OUT 484.71 15-14 INV OUT 471.27 (14-13) INV OUT 454.15 13-12 500 w ,�, -u r- rn (L v� zF? v 30V)< w u U) U-) S ry z Z 2 U > 0 W F i N > Q vM L U 00 ow 2 O � a 0 O O W x ti c� > W F w H N U a z O n DATE 0 61412020 } DRAWN BY C. GAYNER • DESIGNED T • C. SHIFFLE7T • CHECKED BY • C. SHIFFLE7T SCALE AS SHOWN • • 1�cQ V1 k QTQPRA I -I I JW w Q w a -i J a O z O w m t ui Q a U W za IL p Q u = 0 0 7 0 o Qa N O w O J 0 a o U 0 9+50 10*00 11+00 12*00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20-L00 21+00 22-L00 23+00 24+00 24+50 STR 16 - STR 10 3 HORIZ SCALE: 1 "=50' 5 O a VERT SCALE: 1 "=5 f� m 0 a 0 5 0 JOB N0. PROFILE SCALE 40919 g SHEET NO. a� C7.05 495 495 490 8" WATER \ 490 3.5' MIN. LINE \ 8" WATER 485 �c LINE 485 114.60' OF 8" SDR-2g pVC STORM @ 1.28% PIPE 163 1.5' MIN. \ PROPOS D 480 GRADE 480 STORM 7 �•. PIPE 167 8+?AS74 S ORM S 39� PIP 165 Qq 26p'c Bp t/C 475 ° 475 STORM PIPE 470 470 >WATEZ STORM PIPE 155 LINE 465 � 465 1.5' STORM \ lq MIN. PIPE 153A \ 8" 981T�3 � OF 8" ATER 460 �'26 LIN 460 \ EXISTING G 'DE STORM PIPE 1536 455 455 PIPE 153B \ \ \ 12 53.13 STORM \ STORM 8" SDR �s P PI E 151 � PIPE 1 / \ @ 2. p0o VC 8" WATER \ 450 450 STORM PIPE 147 \ STORM \ PIPE 14 445 445 12-11 \ 252.45' OF 1.5' STOR STORM � \ 8" SDR-26 PVC MIN. PIPE 1 7 PIPE 14�A JJJ \ @ 4.85 /o ST RM 440 PIP 137 1.5' 440 MIN. 1-10 36 .89' OF 8" SD -26 PVC ` 435 435 430 430 � 425 425 L OSTA 23+92.61 10 TOP 446.22 INV IN 435.83 (11-10) INV OUT 435.73 (10-9) 455 MANHOLE O9 STA 11+22.89 TOP 442.62 INV IN 433.27 (41-7) INV IN 433.27 (10-9) INV OUT 432.44 (9-8) MANHOLE 8 STA 12+56.57 TOP 438.95 INV IN 430.43 (9-8) INV OUT 430.23 (8-7) MANHOLE 7 STA 13+56.86 TOP 436.36 INV IN 428.71 (8-7) INV OUT 428.51 (7-6) EXTERNAL DROP MANHOLE 6 STA 14+83.18 MANHOLE TOP 433.19 STA 15+86.03 INV IN 425.33 (31-4) 5 TOP 425.31 INV IN 425.67 (7-6) INV IN 418.56 (6-5) INV OUT 419.59 (6-5) INV OUT 418.36 (5-4) EXTERNAL DROP MANHOLE STA 18+67.94 4 TOP 421.06 INV IN 412.99 (21-4, FUTURE) INV IN 415.54 (5-4) INV OUT 412.79 (4-3) MANHOLE 3 STA 19+24.66 TOP 419.14 INV IN 412.22 (4-3) INV OUT 412.02 (3-2) MANHOLE STA 20+99.53 2 TOP 408.51 INV IN 402.62 (3-2) INV OUT 402.42 (2-1) DOGHOUSE MANHOLE 1 STA 21+46.95 TOP 405.04 INV IN 399.10 (2-1) INV IN 398.70 (EX-1A) INV OUT 398.70 (EX-113) 455 450 450 6" WA rER 445 LINE 445 440 / / 8" ATER \ 440 STORM\ PIPE 11 \ PROPOSED STORM \ GRADE PIPE 133 \ 435 10-g 122.89'OF \ 435 I STORM PIPE 209A STORM g" WA ER 8" pVC PIP 207A STOR \ LINE @ 2.00% PIPE 2 5 \ 7' 9 8 \ 430 1 MIN- 5' MIN- 430 8„ S DR-26 1 . 1.50% VC 10STORM MIN.@ SD 7PV \ PIPE 107 @ 7_6 126.32' 425 8" pF �nn- \ - - - - - 425 V 2.P8% C 1, ' EXIS ING 420 GRA E 420 \ 65 102.84' OF 8" SDR-26 P C 4 \ @ 1.00% 5 415 281.91, OF i \ 415 PVC \ @ 1.00% \ I 4- \ 56.73' F T410 410 8" SDR- @ 1.0 % a"so z \ \ 405 405 0 400 8" `/� 2� 400 @�60 A`C 00 0 395 395 390 390 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STR 10 - EX 1 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 17+00 18+00 19+00 20+00 21+00 21-75 ��6*04040 pLTN pF 00a C,: CLINT W. ss 9S F LET a, Lie. N 54380 4? 0.6. 911012020 ^� E o O rn U N � N C > E w a E �. LL i 3 Lu U. � W o m j U cq M ULu N V 013. x a oQ �v ur) _ N = U > F cm rn i N � M a� 00 J O W N Z O f H L DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN W O Lu uj W 0L Q w J CC Q W m J Q LL O z O U JOB NO. L 0 50 PROFILE SCALE 40919 SHEET NO. C7.06 ��6*04040 pLTN pF 00ay C,: CLINT W. ss 9S F LET a, 04A " Luc. N seaee :0 911012020 ''0 0000Ni�iN�G',: ^� E o O u N � N C > E W v E � w w 3 Q LL 3 LL W o m < _ j 00 z w — r O 00 C7 Lu a zF?v � v 30V)Q w oR m"r 0 v1 � S ry U > z Z W 2 ~ 0 EXTERNAL DROP MANHOLE o N j OU MANHOLE MANHOLE MANHOLE 6 STA 16+04.30 TOP 433.19 MANHOLE STA 11+73.36 33 STA 13+03.73 32 STA 13+89.06 1 + INV IN 425.33 (31-4) r STA 10+00.00 34 TOP 451.54 TOP 5 31 TOP 441.18 INV IN 425.67 (7-6) j 0 TOP 459.97 INV OUT 450.89 (34-33) INV IN 445.32 (34-33) INV IN 438.07 (33-32) INV IN 433.66 (32-31) INV OUT 419.59 (6-5) INV OUT443.88 (33-32) INV OUT 437.87 (32-31 INV OUT 432.66 (31-4) 465 4B5 0 O O W x ti 0 W 2 F w N U a z 0 DATE n > 61412020 0 } DRAWN BY C. GAYNER DESIGNED BY • • C. SHIFFLE7T • CHECKED BY C. SHIFFLETT • SCALE AS SHOWN • • 1� (W� V J I —I I w/ z li WQw a Lu J � LL a O O w J m a t WJ Q W U a LL `J O `} / W z L J IL Q0 0 u D o 1 1 I LLJ c 0 o Qa 9+50 10+00 11+00 12+00 13+00 14+00 15-+00 16+00 17+00 17+50 w STR34-STR60 HORIZ SCALE: 1 "=50' O o a VERT SCALE: 1 "=5 ` 5 5 o U D co 0 O a 0 50 PROFILE SCALE it it a 0 0 JOB NO. 5 co 40919 g SHEET NO. a� C7.07 460 _ 460 � EXISTING � GRADE 8' WATER � 455 \ 455 STORM � PIPE 419 \ 6" W TER LINE \ 450 STORM 450 3.5' IN. � PIPE 111 \ 1j�33 8 Sp 6�0 R 8'�WATER 445 2g �' @ LI E _ 445 o \ R LINE \ 2.2' 440 r 1.6' _ 440 SOR'26 OF 1.9' PROPOSED GRADE 435 435 PIPE 111 hSOR26_r / \ \ 6" WATER 430 \ LINE 430 3� \ 8^S �S.p3 DF � 1.8' @ 416 VC 1.5' 425 425 STORM PIP 119 420 420 415 _ 415 410 410 L it a \ I I I I I \ I I I I I I 1 I I I I I j I I I I I I I I I I I I — I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I \ I --- 495 O � -0 Q r 2 C) CV 0 W O W W O � + coD F + L X � 1 co co cn NEW HORIZON DRIVE INTERSECTION STA 13+46.20 495 / a EXISTING II ` > GRADE PROPOSED _ _ _ Q J / GRADE (n W 131% 8"X8" TEE 490 > > 490 3.5' STORM MIN. PIPE 507 STORM --\ 485 PIPE 171 485 PIPE 19-18 1.5' 1.5' STORM PIPE 601 480 480 8" CLASS 52 DIP WATER LINE 475 475 co o p m(o �co m m v( � rim W co mc co �co m� ,;r v v v ITv v 9+50 10+00 11+00 12+00 13+00 14+00 14+50 HICKORY STREET HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE r \ - \\`tea - \ \ •\4 \\ ,r , / , \ \ I I 1 I I I II \' I II 1'(\4y.+° , , 'I p u �,rOP •�1.h� --�� - - _ 00 \\ 1 O�--- / \. / / I \ \ \ . \ 1 \ \ \ \ / , \ \ I I I I I - - -- - - - ' I r' ' F'�• �� /� \ — a - _ -- - _ �I II I Lo / ► I Ill I q ' I \ � \ ` � I ,' \ I O I I,—,�� I 1 1 I / / 11-UGP � I I I ' \_ ro I / /- I 0• 1 O\ �AN 1 I I 1 1 \ \ I ' + �v + V ' L- / \ 1 \ l � I I 1 _ 1 -\ \ ,1 1 / / / I I i \ \ \ I I I I \ ( / / /�/ / �'i — \ w � \\\\1111\I'IIII� I I \ 2 I I v / \ \ \ \ 1 \ , \ I j- �II \ II' p /I, ' I Q \ \ \ \ \ ` / , � , I \ \ \ \ I \ \ \•A I , � I I tl I I ^, \ / /\/ , \ 491 \ \ , I I I - -',,� / ,,, I I - S�j., \ 11 I �.\ Cro, \ 9 II I h I 1 ,\ C T \ '//, c 1 \ 1�'i / I P� \ \ \ 1' 1 \ \ \ \ `. / , ' ' , ' j III ' , S, I 1 I ` �Q �.� 1 I I , 0 \ \\\\ \ \\\1 I\ I \ p V \ \ \• \ \Q/ 111 \ \ 1\1\ I\\ 490 -c \\\\ I-` l,' �\ ) • A89 .... - - _-- 1 \ `- 1 1\ \ III I'IIII I I I If,1�11 I /I 1�I �,_ \ 043 I I 10+ I I a 10+50 g - - - - II IIII ' I B I f I I I > 1 I I I I 1 \I I_ ---- 4$ +00 j' I 'III „ 490 4 \11\\\\\ I\I _ _ _ \\• - \ •a$9. fl/(,+KO 88 �' I 1 I 1 rt I , ; I I,I I I B \ I j 1 11 \ \\ \ \ rl c 1R% I I I I III I I \ I \ \ \C \ �\N ill\\\ I � \ .'�\\I 4g0. 2+O�TREFj I III II I \ \l ��PN �1� \ 1 \ 1 1 11 \ NX ��`b \ \ q97 r I I / / / / 11 I \ E I 46tI ��� 4s1 ' ° 12+5 / �' ,� / / / / / � i tl 1 I N II I \ \ � �� +� 466'/ \I IIII\1 \ o �- I / /f , �, l IIII \ \ \fib\� , , /✓ / II 1 \ ' , / / �•�/ \ \\ \ \\ \249 :.: +. _ /' //�.l / / / r / , I II III \ \ / /� /�,tJGP' // �. \ III I it\\1\ /�' /I r I II I 11111 \ \ 4g2 ,� / / / /, /, I I I I I / 6p I I I \ II 1 1 1 1 \ -I- W I W I III II,I^\\ -_ - � •i �1 1 � �\ \ \ \ \ \ \ ---- �-_ _. \ \ \ \ 1 � �� 1 \ SAN-� ' -IIII', \ I', I-' \ i\' \\�?\ \\ \ \ \ \ \____/ / -�\ \ /$$$ `"y I1 IIII 1 +0'41 I I11, 111 I \ \ ' y i 1 I \ \I\I`"•" w \ \ \ \ / r_____-- l I II I `1 I \ -rN ' \\ I, \ / If I \ I \ %\z\ \ \ \\ \ \ -.\/'', �I�III i it I \� I If -/ uG,\�' ' I\I I \ \ 1 '/, 'I \\�,YI '\ 11I6I1I LU T— \ , I —UqT- \ \ - 1t\ i i•r I / / \ 1 1 1 \ \ \ \ \ \ 1 r \ / / \ =40' / I UGP // \ ��- , ,I11 II I 0 �l //80' ��6*04040 pLTN pF 00a C, Z CILI T W. ss 2S F LET a, Lie. N 54380 4? 0.6. 911012020 am L DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN r—I LU J I LU �¢C/) > W a -i J_ 0L 0- m � LLJ o a LI_I z Q C) o L.I_ LU 0L 0 0 0 ,0 V / JOB NO. 40919 SHEET NO. CO.00 L Lot HIGH PT STA = 10+64.99 w HIGH POINT ELEV = 491.24 wSTOPPING SIGHT DISTANCE = 267 Z PVI STA = 11+10 PVI ELEV = 490.34 wA.D. _ -3.00% Of o K = 30.02 o rn 90' VC � + 0) d 0 O N Y + rn U� v GQ, r rn u u i� O LOW POINT STA = 16+68.93 LOW POINT ELEV = 463.97 PVI STA = 15+95 PVI ELEV = 466.10 A.D. = 2.11% K = 70.00 148' VC AQ5 > > ~ co 2 00% m m _ 00 I- (n "r I 11 \ U 490 490 \ LU \� L O 485 ce) It 485 \ > Q Q \� STORM 3.5' 480 PIPE 163 MIN. 480 00 SANITA Y PROPOSED PIPE 15- 4 \ 3.0' GRADE r EXISTING 1/0 0 475 GRADE — — \ + Oj 475 SANITA Y u u PIPE 15 14 STORM — U U PIPE 159 470 \ °D � 470 CD-1 \ d \ II II co 8" CLASS 52 DIP U) U c+i WATER LINE > + 465 Cu LU\ \ 465 Q \ IX CD-2 \ Q U) STORM 1 \ 460 PIPE 155 CD-1 460 STOW PIPE 163A 3.0' SANITARY 1 455 PIPE 14-13 455 STORM PIPE 111 \ \ SANITARY P113E 13-12 2' \ L �'450 450 STORM PIPE 501 SA ITARY PIP 12-11 445 445 U v u� O et t1') N v M CD� coM LO O � LO coM LO W 00 to M N LO �O . LO COM . LO O O — � M O coM It to O In O N M CO CD m f0 I� N o M r N 00) r O r r- LO M � O r c6 or- CO t` O N O CD 0 O r- V "r M C14 m O "r O vrn vrn v vo v vo v v� v vco v vo v yr v yr st yr v yr It v It v v v v v v v v 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 NEW HORIZON DRIVE BEGINNING - STA 19+50 _-�N971r., Q o —ion do — ' — — — —den— — �/ �- { r ---- - - - - -- -- - -- a _—�,\\ \\\1- / ', �\ \�\; Ijl' 1 II 1J I, - - -- \E\y' I /I'� /I u V p�� I v ALA/ 490 - u L r\ r >\ r r\ r t r r r r / HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 17+00 18+00 19+00 19+50 r ,max_`— /r I J \ \ \ 0 50 PROFILE SCALE a® 1 � I I ..L , J ' �I �t�n'\ ' i/ I i _ - _- _ _ - - _ - \ \ - , 1 ,, VI/ �I sl d 450 • \� \ \ -- - - - - -\ 1 I � - - \ / ti� 4, 1 ► \ �\ - �- - - - - -- _ - II 1 1 1 \ ffI - - - � � •' y0 452.,TI 1 11 \ \ \ \ � \ ` L�I \ \ \ \ I I �� - - - -- -,, \ I I I I \ \ ` \ \ 4$ I I I I I I I I I 1 1 1\ 454 cI- - - - - - - _ _ _ _ / -- - -- v —966- / SCAL f"=40'/ ,VA� ��pLTN pF �0, CLINT W. 0Cd 9S FFLET a� -off Lic. N 543110 40 9/10/2020 NAL to ^� E 0 rn N � N 0 > E LUa E —� F- w w 3 ¢ LL 3 LL � U m^y j U cq J —u M 00 C7 N LU zI- °'� �x oR �v ti = C N = U j F ¢ c �^ rn i N � M 00 J wr In 0 z O W U W � U 2 O W a W ti W Q; DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN W > �LL! LU 0 z ILL LU 0 LU o a I.I_I z Q C) 0 � WL/ LL I) O O 2 (O V / JOB NO. 40919 SHEET NO. C8.01 L 0 0 U W W U Lu N � N � � W �Lr) °+' U) U) Of 1-- z O O + + N NU) Lna un¢ >< Z J M /n w C) 460 N fn N fA ¢ fn i� U 460 Z + J + ON Lu1- Q¢ L W POINT ST = 25+69.95 Q Q / _ \ \ U Oq LOW POINT E EV = 438.26 455 / \ + + rn rn 455 CD-1 -2.89% \ \ co N N PVI ELEV w 0 w 440.13 3' \ =i 00 > ¢ A.D. _ .38% H 1� n \ cp Iw- c+n N 0 (1) K = 39 .00 bo 2' / X Q � 150' C x ¢ H > ¢ H 5IIl 3.5' _ bo U) 10 U) 450 1, MIN. 8" CLASS 52 DIP p oM 3' \ WATER LINE + N STORM CD-1 N It IPE 145 11 II 445 U) w 0) 445 STORM > > m > co N co + PIPE 501 N N ��5�STORMPIPE 143A3' — Lll PROPOSED Of I-- MIN. i y GRADE ¢ 440 CD-1 ; 440 STORM / / 1 3' PIPE 137 CD-2 / SANITARY / 1' \ \ IPE 11-10 _ STORM 435 PIPE 133Ir 435 TORM CD-1 \ EXISTING PI 3E 211 \ ' GRADE STORM 1 \ PIPE 209A 430 1' 430 STORM - PIPE 207A \ STUB OUT FOR STORM \ FUTURE PHASES PIPE 205 425 \ 425 \ STORM PIPE 107 420 420 O co r M O"t tp 0 v M LO N O O tD V to O N M CO r N co m r 00 V r O (O CO N 0 O O I'? LO r M O LO r LO CO V L0N �� N �O (h O 00�O r O N N O 'IT co M (0 r MM M N M ( LO NM m NN LO LO d. LO LO v LO v LO v� v V v 7 v 7 v V v V v- It M It � V M � M � co � co V V V V V V V V V V V V V V V V V V 19+00 20+00 21+00 22+00 23+00 24+00 25+00 NEW HORIZON DRIVE STA 19+50 - END / / I I l 44 F, �1AM h4� 21+00 a� AAv -- II''II445 1 LI I I I 9 If 440 \ / I r / 1 IIp A - 140 /I..J. 00 5( / / V / m� ME �Ur�1 � iii / I f• emelC NelmlIC 29+00 0 50 PROFILE SCALE •,=•�64pLTN OF00aI� r, i CLINT W. ss 2S F LET a, ;-off " Lic. N s4320 4; p 911012020 NAL ^� E 0 �8 N N � c > E v E w —� F- 3 w w Q LL 3 wLL o mom. _ j 000 z - — an .. O 00 o (L v� zF? v 30V)Q w 0 L U-) S ry U > z Z W 2 ~ 0 i N > Q vM L U 00 > ow 2 O tri a 0 O O x ti c� > 0 W F ry � w � N _ ¢ o U a z O n DATE 61412020 O ,. , / ,/ r l o —``/� CL �/i,////,'-�'l—���\� � ����\\ \\\ \��\\\�\ \\\\\ /\—�—�\� � �\�'•,� \tea--�\ I Ln 440 104 ___��� ' — 0 \ \\ \ / \ \ — — — — — / i/ / / I I I I I 1 0 \ \ \\�y6\y\� \\ 43IJ`\——— — — — —'� �-------- � / / l Sol 1 / I I I l 7 I,d I \ to 0 to 10 � 1 \\\----___--`----`, NbS - - - - - - - - - - - - - - - - Nvs 0 SCALE 1"=49% / / / / /0 g 0 ' 0 �q �415416 -416 _ /O 0 0 / DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN rLu V I Lu < > w a -i J_ O� J m � LLJ < 0- w Z Q C) 0 Q. LJJ C) O O �T i ,O V / JOB NO. 40919 SHEET NO. C8.02 L - - - - - - ' •l J i o O �I O � \° \ \ \ al \ \ \ \ \°\� I- W Ix Z 10' VC — K = 2.00 Q% A.D. = 4.95% 0 PVI ELEV = 442.48 Z PVI STA= 10+27.99 OIV O LOW POINT STA = 10+27.04 LOW POINT ELEV = 442.54 O �+ BVCS = 10+23.04 _ BVCE = 442.58 IEVCE W¢ EVCS = 10+32.94 ARC z (n = 442.62 27' VC K = 30.00 A.D. = 0.92% PVI ELEV = 446.08 PVI STA= 11+50 LOW POINT STA = 11+36.26 LOW POINT ELEV = 445.67 BVCS = 11+36.26 BVCE = 445.67 EVCS = 11+63.74 EVCE = 446.61 H U W U 0' W HIGH PT STA = 14+84.36 z HIGH POINT ELEV = 458.04 STOPPING SIGHT DISTANCE = 151 w PVI STA = 14+72.23 U co PVI ELEV = 458.54 _j 0 LO A.D. _ -5.87% W Lo K = 13.00 < 76' VC L < � fD u ARS (h a) T7 co 0 r� in V) N M L N + v+' Lo Lo U') W M 11 II II > W Q i Q II II U W ¢ ~_j W 460 _~ Q� U W U U 460 °0 U W — m m \ 2.00 j ,D_ PRO OSED G E CUA / 455 3, 1 455 0 3.5' / p MIN. / °I° p off¢ g� oo m U / \ 450 / / 450 O \ u / u \ < Lu 1.3• SANITARY U) W / \ / 8" CLASS 52 DIP STORM PIPE 34-3 445 > > D-1 3' / STORM WATER LINE PIPE 417A 445 29 �o 1. EXISTING CD-2 3' GRADE 440 rl--J 440 STORM PIPE 223A 435 PIPE 221 435 PIPE 215 SANITARY PIPE 10-9 430 1 1 430 C:00 ) CO c- O� N� V CDOp)j V 00 to00 O� 7Lo Np�j Mp) v v v v v v vLo v vL vL vL vLo v v v v v v v v v v v v 9+50 10+00 11+00 12+00 13+00 14+00 CARDINAL LANE 0 50 PROFILE SCALE •VA=•��pLTN �jF•00 C, i CLINT W. St :COS 9S F LET a, 0-0 Lic. N 54320 4� 9/10/2020 NAL ^� E 0 rn N � N C > E E LUv F- 3 w w Q U-o 3 LL W 0 m U _j 00 z w —L O 00 rn C7 LU a v v zF? v 30V)Q w U-) S ry U > z Z W 2 ~ Q N i Q LU vM U o_ ow w 2 F- O ui a M 0 O O x ti c� > W 0 2 F ry � • • HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 • \ (\ \ / \ I\ \� \ \ \ \ \ �► \ \ \ ,\ \ \ \ \ \` \ \ \ \ \ \ \\ \ \ v _ - - - - - _ - G � \ \ al 1 b `' ,. \� :�; •`'.�.•..4... • :'.•.\'�'�':'.•'.:.';'.:;� �,`��' -rn :• 462 7 d .Ia, p I I \ \ \ � � \ \ \ \\ \\ \\\\\ \� \\ � \ \\ \ \ \ \ \ \ �\ \ � _ _ _ _ \ \ \ \ \ \ I : ° �. s .' `\ �.• . ..�.`. T . 11 I I � I I I 1 \ \ \ \ \ \ \ \ \ \ \ \�AL� 1 �-4d' \` \ � \ LU N _ ¢ o U Q z O n DATE 61412020 0 15+00 16+00 16+50 � 10\\\\ \ \ou \ \ \Jill I I .. AA I I I �I ` \ 'co � ". \ \ ` ��•\ .^ � I I I \ \ \ \ \` \ 1 \ \1 \ \ \ \ \ \ \ I 1 / \ I i I I \ I I I I i //�\ \\ • v \ s\���� \ \\ \ \ \\\ \\ •��.: I \ \\ �\ I I I I I I I II \ \\\\ 11 I I I 1 111 11 \\\\\ \\\ \\ \ \\ \ 1 ` \ I 1 I I I I I I �— ..\ i I I I I I 1 I \ •F'S S� \ n\ \ 1 \ \ \\ \\ \\ \ 1•., •/ � I I I I I I \ \I I I\ III I I I I II' I� 1 1 1 1 1 I I \I \ \I \\ \I \ I I\°.. o o\ 44744... _ ,...,,,.: i..r:. .:.: \. / x,'..'., �.•. ' .•. 456 ;/.`.\ .:,,.., \`..\,\ � �4 58 I II III I III I I II I I °o 445 \1 I Z �'• / / I I I I I I I I I I I I I I I I I I 4--- o QS SA so NARDINAL LANE ss �p \ � W I I I / aI.•' bh . I 4 \ \ :� 4$ .4456 ' 1I / / ( / l l r � I I I Ill !I I / / // / \ p 4G \ \'456 455 4S 1 / I//Il / �l // / / // // /// o 444 44$ \ \ \ \ 7 \ \ / .'c..).. • 'a.. [, .....: 'r:... ,'.:... -7T.. t....... tt '.t.a;:....:: .'.. ^ n ,'.r • // / / / /.�� � n � Q '--^*•n •-`.mod.-1 '' \ \ _ � / / , / l l 1 / / // / / / / / p, \ \\ .. LP�,�,. .. ��: ..•:': /Lp� O .... d. ...x.:.�': .. ':.. n�: �.� p,.l .. ns�. .. d.. ... •� \ \� � 00. 4S / �V./ / /l /r / l/ //� / / / l I \ \ \ \• \ \ \\ \ - � 1 I 1 1 I I \ \ \I.O �� \\ � - \ \\-` - _ - h0 / / / l / / / � / l/ 1 /I l / /lI/ 1 /III I I I l l \ (/ -/ \\ \ \ \ \ \ Rp,O _ l , / / 1395. o91 AV of DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN (LU V JJI-i I Wrr^^ v! > I_LI a LU J_ 0z ED W o a w z 0 O W IIm 0 0 O �T i 0 U) JOB NO. 40919 SHEET NO. C8.03 L NEW HORIZON DRIVE - INTERSECTION STA 10+00.00 U W U) W Z 465 n in 30' VC 48' VC K=5.00 K=49.78 A.D. = 6.00% A.D. = 0.96% PVI ELEV = 432.52 PVI ELEV = 435.12 PVI STA = 10+33 PVI STA = 10+98 LOW POINT STA = 10+28.00 LOW POINT STA = 10+74.10 LOW POINT ELEV = 432.72 LOW POINT ELEV = 434.16 BVCS = 10+18.00 BVCS = 10+74.10 BVCE = 432.82 BVCE = 434.16 EVCS = 10+48.00 EVCS = 11+21.89 EVCE = 433.12 EVCE = 436.30 K = 105.00 A.D. = -0.96% PVI ELEV = 457.78 PVI STA= 15+54.92 HIGH PT STA = 16+05.41 HIGH POINT ELEV = 459.80 STOPPING SIGHT DISTANCE = 742 BVCS = 15+04.44 BVCE = 455.27 EVCS = 16+05.41 EVCE = 459.80 U N N 00 w N CID o p W IT W (fl (o N W LO IL LO Ln CID II Z >H=xH>H II Q > 50 W (7 fn fq J 1 W 465 N o > > J N + � Z + Lo >0 Lu Q Q / vv 460 Z < cj 460 STUB OUT FOR /00 FUTURE PHASES 3 0' 455 - 455 0') m 1.0' M N / N N PROPOSED STORM 450 GRADE CD 1 PIPE 419 450 W U) 0 � / Lu + / RY SAPII olo / 8" CLASS 52 DIP E 34-33 00 g6 WATER LINE 445 o o LA / 445 L+m C) cNi 0 0 o >� Qa / o (h (D U) / 440 + M U 440 _o n / SANITARY < J 3.5' / PIPE 33 32 In W MIN. / 435 > > / 435 �0°l0 / \ AN ITARY / .00 % IPE 32-31 / EXISTING / \ GRADE 430 �-- � 430 / / 425 425 STORM PIPE 119 SANITARY PIPE 6-5 420 420 415 415 O r� r N O (V N CO (♦I M W (p N r� <- N In ((\ I- M <- 0� (D 7 p CD I- LO cO LO O V V O M LO O 00 LO N C6 m N C6 n m LO � M N c") O M N C° It m LO N h 7 O N U N LO co r O 6 N 7 M 'IT 7 M M V 7 V't 7 LO D LO V LO 7 LO 7 LO (O 9+50 10+00 \. .. 1 0 I 1 \ \ \ \ \\N. T of \ \\\ \ \ \\\ `\\\ ♦ \` \ \\ 1 0l \ o 1/ `I d I I ot 111P\\\\\\\\I \ \\`��\•., �\\_\` 1 \ o 0 \I\ I tI I 11111bo \ \\ \ \\ \ \ \\ �•� \ `� \ �� I \ \ o f 1 1 I\ I d \1\\\\\b\\\\\ \\ \ \ \``••��• ` \ 1° 1 1 1 o % \414.7\ \\\\11-I 111 - 11 �I I I Olbo II I I II II 1 \ \ \\\\\\\\\=`\°III I I 1 0l IIf \ \\ \ \\\\ \ \\`\` �Q \\\\\ \ \\\\ \ II I // I I' III/I I LII / 1 Qo V I i \ \ Q 1 \ _ Ni \ \\\\\\ \\ \ \ x / \\\\\\\\\\\\ i r \ 1 1\ \\ \ \\\\IIIII 1I1 '�• ,( II\ I'll'I'1111111111',I' II11' I 1Illllp1 1 / 4152 / ///// / / 11 I I I I II II I IIII I 111111�1 / / /! IIIII II I ,y 1 II/ x o O\ o // // / ,I - ( I I I I I �• I� ° \ 00 00 00 00 WARDELL CREST L ` 438 ' - - (( o ♦rid �--- - - - ®ligm 1 15+00 w A a ��� •�� �MI����� E,W0100 r�r� 1IWO 16+00 0 50 PROFILE SCALE ��6*04040 pLTN pF 00ay •, i CLINT W. ss 9S F .LET a, • • -4 Lic. N $4320 40 ZG g/ lo/ zozo ��v1k ^� E 0 rn N � N C Q O > E v E W -� F- 3 w w Q a o 3 LL W 0 m qjUcq Z w -L O co rn WN v zF? v 30V)Q w L S Iry U Z Z W 2 Q F i N > Q vM L U o00 w 2 LD I- � O a 0 O 0 x ti Lu 0 F N w N _ ro U � Q z 0 n DATE 0 61412020 CL 17+00 17+50 riiiiilillyll, I11II\.\ \ \ \ \IIII g / / • h I IIII IIII III II IIII \1 \\ \ \ �� , \ \ \ \ \ \ `\ \\ \ \ \ q6 �/ / / , ( I 1 11' 1 III \\ \ 1 111 I I I I , I//IIII ♦ \ \ \ \\`\\`\ ♦ \\` � 4 / / / / // h 1 I j11 IIII \ \ \1\ \\ I I' I I 1 1 / I ♦� \ \ \ \ \ \. \ � so / // // / / / /v. /) II 11` ` \\`\\\\\ \III IIII I / //(�I 1 ♦ \\ `\ \ \\\\\\`\ \ �.. / , / / , , \ \ 1 I III I / II \ \ \ ♦ \.�\ .; / / " / � / / / / I 11 \ \\ 1 1 1 1 11 III 11 / ,// III � \ \\ \\ \\ ♦ \ it �,r ,l I I I I // //ll IIII I II I IIII IIIII IIIII V A V A A ♦\ \ `/S I I I / / / I I 1 I \ � � � \ ♦ \ \ 8 / / I I I I I / / // /I I II \ 1t II\ \ \ N. \ \ IN \ / 9S):. hh // / / I 1 /l llll/l l/l I 1\\���\�' \♦" \ \\\\ /�j / / / / / 1 / / / / / / �\� •�\ \ \ \ \ / r 1 I 1 I \\ \ I \♦ ♦ \ 4' 1 I s 8d♦ / / / I I III 1 \1 1 I ' I 11 ♦ � ` ♦ :,.5 , � I I IIII I I , 1 \ 1- I 1\ 1 I I I I I \ I� ' � `♦ \ 5 I r �.,/ r /// / // / I I I j11 I 1\ ` \\\ \\ 1 \I I 1 I AI I - '\ `\ \ \ \ ♦ Fir , I \\ '' III \\ � ♦♦`♦\ Y N ♦ ♦ ♦ \ sQ , , ,/, .//, /,, , / , //,/ , II II , IIIII IIIII I , I \\\�., ♦ `�. , //,/ //� //` / /,/,//�/// , //// 1 II III IIII III I I I I \�P`.� ♦ \ / / / / ,' /// // ' // // /// I I IIIII II I 1 I , ♦ \\��\\\�\ ♦\ \ \�\\\ \ \ \ 1111It I \\ , \ If I II \ of Ih 10I I I o / I of I o DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN Lu ( V J J WQ vrr^^ ! > w a -i J_ J m 0 W o a Q w z C) O W C) O O Z O JOB NO. 40919 SHEET NO. C8.04 L \ 1 BLOCK 2 BLOCK 10 / BLOCK 8 ' H-5/ / ^ti / Q ' J-9 Q \ \ / i-.1 o Q' BLOCK 1� \ �ro BLOCK 3 J-11 Q 1 1 ' A ` BLOCK 6 ' BLOCK 4 J-1 BLOCK 5 A 0 -0 A i p.20 BLOCK 7 00-0 \o / \ �0 \ p\ m a / -- --------_- _ -- --- AD ---SOONp— — — — NG W " Opp LY04 _ ® a0000 ' 0000 - _ J2 BLOCK 12 /� ' BLOCK 11 a — BLOCK 9 H_2 ' ' swum— 1 ^ r O O / 1 J4 ip5 I _� G�0 / 1� � 11 2 J-6 H G/ �� ❑ J 5 p-g _ �0 I c- gn\\�\ I I In 1 1 1 Q,o _ J_;'o`-- �I NUT LA \ R - -� o� v/%� �y \ U _aVl 1 I J o G `\` - -J n u r / \ \ \ cn VA I/ R q �N DRIVE � v � � / � ! � G I --- WHg1T C\ FUTURE In —� RESIDENTIAL L1 <\ I / G UNITS C I I \ \ V In ve C\ U J-1 />O PIPE LEGEND / \ \ NEW PIPE /© EXISTING PIPE BRUCE Lti 0 0 0 0 W w U Q Z 0 0 OF "2312020 ZONAL i Z O u U Lu W 0 Z O > W W a 0 DATE 3/23/2020 DRAWN BY A. CHIODINI DESIGNED BY S. HARVEY CHECKED BY B. STRICKLAND SCALE N. T. S, ui Q J H\� O i z Lu �' z awa J < U a F� J w J m ui J a 0 Lu r Q M o 2 Lu lcl� Lu O O w � a JOB NO. 40919 SHEET NO. C9.0 L DESIGN CRITERIA • FLOW INFORMATION WAS OBTAINED FROM A FLOW TEST PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) ON 12119/2019. THE FLOW TEST NODE IS THE EXISTING HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 FT NORTHEAST OF THE INTERSECTION OF OLD LYNCHBURG ROAD AND HICKORY STREET. THE AVAILABLE FLOW CURVE IS SHOWN ON THIS SHEET. • SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER MODEL LAYOUT. • THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120. • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. • THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR ALL FIRE SCENARIOS. FLOW DEMAND CRITERIA • AVERAGE DAILY DEMANDS: •• RESIDENTIAL UNITS: ••• FLOW FACTOR = 400 GPD / UNIT ••• DURATION = 24 HOURS ••• AVERAGE DAILY DEMAND = 0.28 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK •• BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT •• BLOCK 3: ••• RESIDENTIAL UNITS = 22 ••• AVERAGE DAILY DEMAND = 6.11 GPM AT J-11 •• BLOCK 4: RES AL ••• AVER AGE (DAILY UNITS DEMAND = 2.78 GPM AT J-12 • :•. BLOCKRESIDENTIAL UNITS = 71 ••• AVERAGE DAILY DEMAND = 19.72 GPM AT J-16 • :.• BLOCKRESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.67 GPM AT J-11 •• BLOCK 7: ••• RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.67 GPM AT J-14 •• BLOCK 8: ••• RESIDENTIAL UNITS = 5 ••• AVERAGE DAILY DEMAND = 1.39 GPM AT J-8 of BLOCKS 9-11: ••• MIDRISE APARTMENTS = 69 UNITS •••• FLOW FACTOR = 250 GPD / UNIT •••• TOTAL DEMAND = 17,250 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 11.98 GPM ••• TOWNHOMES = 32 UNITS •••• FLOW FACTOR = 300 GPD / UNIT •••• TOTAL DEMAND = 9,600 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 6.67 GPM ••• STUDIO APARTMENTS = 32 UNITS •••• FLOW FACTOR = 100 GPD / UNIT •••• TOTAL DEMAND = 3,200 GPD •••• DURATION = 24 HOURS AVERAGE ••• •• DAILY BREEZEWAY UNITS 1DEMAND S 2.22 GPM 116 UNITS •••• FLOW FACTOR = 250 GPD / UNIT •••• TOTAL DEMAND = 29,000 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 20.14 GPM ••••• AVERAGE DAILY DEMANDS FOR MIDRISE APARTMENTS, TOWNHOMES, STUDIO APARTMENTS AND BREEZEWAY UNITS WERE COMBINED (41.01 GPM) AND SPLIT EVENLY (13.67 GPM EACH) BETWEEN JUNCTIONS J-5, J-6 AND J-7 • : BLOCK 12: •• ONE BEDROOM RESIDENTIAL UNITS = 15 •••• FLOW FACTOR = 150 GPD / UNIT •••• TOTAL DEMAND = 2,250 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 1.56 GPM AT J-2 ••• TWO BEDROOM RESIDENTIAL UNITS = 65 •••• FLOW FACTOR = 250 GPD / UNIT •••• TOTAL DEMAND = 16,250 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 11.28 GPM AT J-2 ••• COMMERCIAL KITCHEN = 5,000 SF •••• FLOW FACTOR = 1 GPD / SF •••• TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS PADAILY •• 0 SCE 5DEMAND = 6.94 GPM AT J-2 ••• RETAIL S •••• FLOW FACTOR = 250 GPD / 1,000 SF •••• TOTAL DEMAND = 1,250 GPD •••• DURATION = 12 HOURS ••• •• PHA LEAS AVERAGE DAILY = G ANDCOMMUNITY SPACE3 200 SF •••• FLOW FACTOR = 175 GPD / 1,000 SF •••• TOTAL DEMAND = 560 GPD •••• DURATION = 8 HOURS •••• AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 •• FUTURE RESIDENTIAL UNITS ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 69.44 GPM AT J-3 ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 69.44 GPM AT J-15 • MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 CONCLUSION • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. • THE MINIMUM NEEDED FIRE FLOW IS UNKNOWN AT THIS TIME. AN AVAILABLE FIRE FLOW TABLE WAS PROVIDED WHICH SHOWS THE CALCULATED FLOW FROM EACH HYDRANT, FLOWED NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. THE ALBEMARLE COUNTY DEPARTMENT OF FIRE AND RESCUE SHALL DETERMINE THE ADEQUACY OF THE AVAILABLE FIRE FLOW RESULTS. • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE REQUIREMENTS. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE STORAGE CAPACITY. RESIDUAL PRESSURE RESULTS (PSI) AVAILABLE FLOW CURVE Instantaneous Flow Test Curve for the Fire Hydrant Located Approximately 350 FT Northeast of the Intersection of Old Lynchburg Road and Hickory Street 70 HYDRANT FLOW TEST Test Date: 12/19/2019 Test Time: 10:00 a.m. 80 Static Pressure: 62 PSI ` aaae \ Residual Pressure: 59 PSI \ \ Observed Flow: 1,313 GPM \ Note: Flow test results were provided 50 \ by Albemarle County Service Authority. \ \ ao aate us \ a 30 \ Observed Flow ` - -Projected Flow \ zo DISCLAIMER: The flow test results are based upon Information gathered at the time the test was performed. The 10 variability of the water system due to changes in usage, demand and operating conditions precludes guarantee that expectations regarding available pressures and flows will be exacting. Projected flow beyond the observed flow is only an estimation. 0 0 1,000 2,000 3,000 4,000 5,000 6,000 Floc (GPr•I 301 5$ us Legend PBq. %CSA Hydrant + a o S mw o \ nService, OwnersMp r:l Not In Service, ACSA Ownetl mm w ¢ Net In Service, Pervade Owererahi 0 ♦ In service, Private ownership ' T In service, ACSA Ownetl - Static Residual Hydrant So° ACSA Fire Line weer We O' zwp $' h 12031 duly Type 1203 Pobable water $ Raw winner $ 7 / a 492 g Flow Hydrant ( o-�. e 6,- w •o b f / 9 V a - � � R {ya 2 99f �4B-lI a S - b StffiOrl ry e °C a r C O N a � �r IVY � ,4r'4 •tie q�.�R� Y f P U.,'. a..1.aq llpymlananms lMuase p mLLndad(n 9e. er Ifi'ufalerMmen Ice ISID p oN rot mMMalk YWw Nan rwpral re0. q '..' II[v4e pa". ili II ztlw'am MN Gel Wla'.e a ruxaer rx.n, lM imp ms w mlemuard.amay m.aeeen w�daad 1 hmaaln5prm,oN nm na a fmydepl qp ri N w E g�-��J- A6=6r Gvd woagrvswma.e nnpr uprop.rryl do,l�da , pena.l'a,rmn Ham anan mlu 1,ma 5 Service Authlililrlty xaian nenneaden,a�n„n AC$ w m.aleel dF=asbmlbM peN dare,me,mon. CVMaCPC59tlretl YlPrsaweed,. i ren.e nenasMapeO ®Com,eMxeannarNyala 0 f00. 200 300 e0F SaYN9•Ca^,vw9 clmunmr tiara vsueaddep. Mabmnana ACSA 51ffi MMN0r1nVY Feet FLOW SCENARIO JUNCTIONS HYDRANTS J-1 J-2 J-3 J-4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-17 H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 ELEVATION (FT) 487.0 490.2 492.1 476.7 470.4 460.3 456.0 440.9 441.9 437.0 423.8 431.0 434.0 457.7 461.8 453.1 452.0 499.4 491.4 472.3 450.7 443.5 429.1 452.7 446.6 STATIC 67.3 65.9 65.1 71.8 74.5 78.9 80.7 87.3 86.8 89.0 94.6 91.5 902 80.0 78.2 82.0 82.4 62.0 65.4 73.7 83.0 862 92.4 82.1 84.8 AVERAGE DAILY DEMAND (ADD) 66.9 65.4 64.5 71.1 73.7 78.1 79.9 86.4 85.9 88.1 93.7 90.6 89.3 79.1 77.3 81.1 81.5 61.8 64.8 73.0 822 85.3 91.5 812 83.9 MAXIMUM DAILY DEMAND (MDD) 66.2 64.4 63.4 69.9 72.3 76.6 78.3 84.7 84.3 86.4 92.1 89.0 87.7 77.4 75.6 79.4 79.9 61.6 63.7 71.7 80.7 83.7 89.8 79.6 82.2 PEAK HOURLY DEMAND (PHD) 64.9 62.3 61.1 67.4 69.5 73.6 75.2 81.4 81.0 83.1 88.7 85.6 84.3 74.0 72.2 76.0 76.6 61.1 61.5 69.0 77.7 80.5 86.5 76.2 78.9 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 ELEVATION (FT) 499.4 491.4 472.3 450.7 443.5 429.1 452-7 1 446.6 AVAILABLE FIRE FLOW" 2,000 1,756 1,599 1,398 1,280 1,195 1,172 1 1,187 'AVAILABLE FIRE FLOW IS CALCULATED, NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO AT A SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. FLOWAT H-1 WAS LIMITED TO 2,000 GPM. PIPE REPORT LABEL LENGTH (FT) DIA (IN.) P-1 399 8 P-2 281 8 P-3 94 8 PA 84 8 PA 84 8 P-5 194 8 P-6 202 8 P-7 194 8 P-8 187 8 P-9 102 8 P-10 151 8 P-11 161 8 P-12 185 8 P-13 96 8 P-14 141 8 P-15 105 8 P-16 54 8 P-17 215 8 P-18 77 8 P-19 174 8 P-20 94 8 P-21 123 8 P-22 164 8 P-23 115 8 P-24 167 8 P-25 127 8 AbomM Hydrant Flow Date of Report ServiceAuth�rity Y 12/20/2019 "°�"9 ' Test Report tfilS�p Poop GYMM1b. W II91a (ana19]]16r1 Location OLD LYNCHBURG RD Date and Time of Test 12/19/2019 10:00:00 AM Minutes of Flow 2 Pipe Size (inches) 12 Pressure Hydrant 12032 Static Pressure (psi) 62 Residual Pressure (psi) 59 ❑ Q20 Looped ❑ Q20 Multiple Inline Hydrants i Q20 Single Flow C Sprinkler Test Single Flow Flow Hydrant #1. 12030 Pitot Pressure r1(psi) 62 Yellow 1 V Test Flow 1 1313 Flow Hydrant r2 Pitot Pressure g2 (psi) Yellow 2 El Test Flow 2 0 Flow Hydrant p3 Pitot Pressure #3 (psi) Yellow 3 El Test Flow 3 0 Total Estimated Flow (gpm) 1313 AW WA Q20 Calculation (gpm) (Na value In g201ntl1[ams insu�Uml pressure tlmp br q]n OP a sale sprinNler Iesl.( Comments Hydrants opened all the way. One pump running at Mosby Mountain pump station. farm, arearobuleave pint, wun a red Ponad dart a we ze.13,,wand and mlAanrtle Iwatetnwl AYnwealeniand op.,a,ran1e.1ID, Yellow Ponem dt-1a anrn rMre ond.,P°IYnomial lr..uM4Ide Powrd...elWien ae aa-Ie e,a Estimated Consumption (gal) 2626 For use for water audit Signature of Tester: J Dr • IA m E O Coto N V N C > E E W 3 LL t oa o O i j L Q U Z w-J- O rn a in (D W a vm 3:O nx < (n LL oaJ W .V.X �N Z O FU¢ C E° Ivy > LU 11 � IMP Tr Z O DATE .U. 0 312312020 DRAWN BY Y A. CHIODINI • DESIGNED BY • S. HARVEY • CHECKED BY Be STRICKLAND • • SCALE N.T.S. IL(Wi V Q U, J J I\� / LU I I I�1 w/ z li W J >a �wz J if OU JLU H m J W J Q D > O UJ LU LL LU laaC) Ln O U) O w Q Fee- L2 � I Z) O V/ ofC L JOB NO, 40919 SHEET NO. C9.1 Project Numbs Designed by: A. CHIODINI 'roject Name: _ Checked by: BWS OD SEWER Date: 5-Ma r-20 SANITARY SEWER HYDRAULIC ANALYSIS SOUTHWOOD REDEVELOPMENT MH # FLOW DETERMINATION MGD PIPE RUN PIPE CAPACITY (FULL) ELEVATIONS c c s c Std. Manning's 'n": 0.013 PIPERUN See"Predicted Average . 3 r c �0 Fall Manhole Peak Dia. Sloe P DESCRIPTION From To Wastewater Flow' Table (This Incr. Total Peak MGD CFS Vel. o o a w ° a s o o a m Upper (Pipe Lower MH Depth REMARKS Sheet) Avg. Flow Length (FPS) o o a o > (Inv. Out) Run) (Inv. In) Top Factor (in.) (%) a` a` n- rj 19 18 BLOCK 12 0,025 0.025 7.0 0.177 95.93 8 2.00% 1.11 1.71 5.6 16% 2.2 3.6 488.11 1.92 486.19 491.77 3.66 18 17 BLOCK 11 0.020 0.045 6.3 0 283 82.34 8 2.50% 124 192 63 23% 26 4.4 486.09 206 484 03 491.77 5.68 17 16 0.D45 6.3 0.283 161.43 8 4.25% 1.61 2.50 8.2 18% 2.3 5.4 482.73 6.86 475.87 491.35 8.62 16 15 0.045 6.3 0.283 282.62 8 5.75% 1.88 2.91 9.5 15% 2.1 6.0 475.16 16.25 458.91 482.16 7.00 15 14 0.045 6.3 0.283 164.64 8 2.25% 1.17 1.82 5.9 24% 2.7 4.3 458.71 3.70 455.01 468.02 9.31 14 13 BLOCK 9 0.020 0.065 5.9 0.380 157.28 8 1.50% 0.96 1.48 4.8 40% 3.5 4.0 454.81 2.36 452.45 462.31 7.50 13 12 0.065 5.9 0.380 135.95 8 1.50% 0.96 1.48 4.8 40% 3.5 4.0 447.35 2.04 445.31 457.86 10.51 12 11 BLOCK 10 0.020 0.084 5.6 0.471 20.72 8 1.00% 0.78 1.21 4.0 60% 4.5 3.6 445.11 0.21 444.90 454.05 8.94 11 10 1/6 FUTURE DEVELOPMENT1 0.033 0.118 5.2 0.618 265.23 8 2.00% 1.11 1.71 5.6 56% 4.3 5.0 444.70 5.30 439.40 453.78 9.08 10 9 BLOCK8 0.002 0.120 5.2 0.626 122.89 8 2.50% 1.24 1.92 6.3 51% 4.0 5.5 439.20 3.07 436.13 446.15 6.95 9 8 0.120 5.2 0,626 133.68 8 1.50% 0.96 1.48 4.8 65% 4.7 4.5 432.44 2.01 430.43 442.60 10.16 43 42 V2 BLOCK 5 0.014 0.014 7.8 0.111 188.30 8 3.00% 1.36 2.10 6.9 8% 1.5 3.6 450.36 5.65 444.71 457.73 7.37 42 41 0.014 7.8 0.111 215.10 8 3.50% 1.46 2.27 7.4 8% 1.5 3.8 444.51 7.53 436.98 451.24 6.73 41 9 0.014 7.8 0.111 63.75 8 6.50% 2.00 3.09 10.1 6% 1.3 4.8 436.78 4.14 432.64 443.68 6.90 8 7 BLOCK 3 0,009 0.143 5.1 0.722 100.29 8 1.00% 0.78 1.21 4.0 92% 6.1 3.9 430.23 1.00 429.23 438.87 8.64 7 6 0.143 5.1 0.722 126.32 8 2.25% 1.17 1.82 5.9 620% 4.5 &5 429.03 2.84 426.19 436.28 7.25 BLOCK 7 & 1/6 FUTURE 35 34 DEVELOPMENT 0.036 0.036 6.6 0.235 73.32 8 1.50% 0.96 1.48 4.8 ° 24/° 2.7 3.5 450.85 1.10 449.75 459.36 8.51 34 33 0.036 6.6 0.235 98.36 8 4.50% 1.66 2.57 8.4 14% 2.0 5.2 449.55 4.43 445.12 456.00 6.45 33 32 0.036 6.6 0.235 81.59 8 5.00% 1.75 2.71 8.8 13% 2.0 5.4 444.92 4.08 440.84 450.91 5.99 32 31 0.036 6.6 0.235 138.40 8 3.50% 1.46 2.27 7A 16% 2.2 4.8 438.50 4.84 433.66 445.66 7.16 31 6 0.036 6.6 0.235 186.48 8 3.50% 1.46 2.27 7.4 16% 2.2 4.8 430.66 6.53 424.13 439.61 8.95 0.96 13.12 5 4 I 1!2 BLOCK 5 I 0.014 0.193 4.8 0.922 I 281.91 8 1.00% I 0. 8 1.21 4.0 11118% 8.0 4.11 I 418.29 2.82 415.47 425.31 I 7.02 24 23 BLOCK 4 0.004 0.004 9.9 0.040 233.64 8 2.61% 1.26 1.96 6.4 3% 1.0 2.5 426.49 6.10 420.39 430.01 3.52 23 22 0.004 9.9 0.040 77.78 8 3.44% 1.45 2.25 7.3 3% 0.9 2.8 420.29 2.68 417.61 421.91 1.62 22 21 0.004 9.9 0.040 77.78 8 3.17% 1.39 2.16 7.0 3% 0.9 2.7 417.52 2.47 415.05 419.14 1.62 21 4 0.004 9.9 0.040 79.90 8 2.45% 1.23 1.90 6.2 3% 1.0 2.5 414.95 1.96 412.99 416.57 1.62 4 3 BLOCK 6 0.002 0.199 4.8 0.947 56.73 8 1.00% 0.78 1.21 4.0 121% 8.0 4.2 412.79 0.57 412.22 421.06 8.27 3 2 0.199 4.8 0.947 174.87 8 5.25% 1.79 2.78 9.1 53% 4.1 8.1 412.02 9.18 402.84 419.14 7.12 2 1 0.199 4.8 0.947 47.42 8 7.00% 2.07 3.21 10.5 46% 3.8 9.0 402.64 3.32 399.32 408.51 5.87 O 0 O \ O O O \ ° O ° / ° /ao°/ / 6 - OHP- - -pry o PROJECTED AVERAGE WASTEWATER FLOW SOUTHWOOD REDEVELOPMENT BLOCK 3 TYPE UNITS I GPD/UNIT I FLOW BLOCK 4 NOTE: DUE TO THE PREVAILING TOPOGRAPHY, IT IS ASSUMED THAT Y3 OF THE FUTURE RESIDENTIAL UNITS WILL BE SERVED BY THE PROPOSED SANITARY SEWER. THE REMAINING WILL BE SERVED BY A FUTURE SEWER THAT CONNECTS TO THE EXISTING TRUNK LINE AT A LOCATION FURTHER UPSTREAM. BLOCK4TOTAL1 4,000 BLOCK 5 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 71 400 28,400 BLOCK5TOTALl 28,400 \ BLOCK 6 TYPE UNITS GPD/UNIT FLOW (GPD) \ RESIDENTIAL UNIT 6 400 2,400 \ BLOCK 6 TOTAL 2,400 BLOCK 7 \ \ TYPE UNITS GPD/UNIT FLOW (GPD) \ \ RESIDENTIAL UNIT 6 400 1 2,400 A BLOCK 7 OTALI 2,400 \ i BLOCK 8 TYPE UNITS I GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 5 400 2,000 BLOCK8TOTALl 2,000 BLOCK 9-11 TYPE UNITS GPD/UNIT FLOW (GPD) \ \ \ \ MIDRISE APARTMENTS 69 250 17,250 \ \ TYPE UNITS GPD/UNIT FLOW (GPD) TOWNHOMES 32 300 9,600 \ \ i - - - - - - - - - - / TYPE UNITS GPD/UNIT FLOW (GPD) / / - - - - - - _ - - STUDIO APARTMENTS 32 100 3,200 - - - - - - - - TYPE UNITS GPD/UNIT FLOW (GPD) BREEZEWAY UNITS 116 1 250 29,000 BLOCK 9-11 TOTAL 59,050 *NOTE: BLOCK 9-11 DEMANDS SPLIT EVENLY OVER BLOCKS 9, 10, AND 11 \ / BLOCK 12 \ TYPE UNITS GPD/UNIT FLOW (GPD) \ \ 1-BEDROOM UNITS 15 150 2,250 TYPE UNITS GPD/UNIT FLOW (GPD) 2-BEDROOM UNITS 65 250 16,250 I TYPE SQUARE FT GPD/SQ FT FLOW (GPD) I \ 1 COMMERCIAL KITCHEN 5,000 1 5,000 \ I TYPE SQUARE FT GPD/ 1000 SO FT FLOW (GPD) I RETAIL 5,000 250 1,250 TYPE SQUARE FT GPD/ 1000 SO FT FLOW (GPD) I _ PHA LEASING AND COMMUNITY 3,200 175 560 BLOCK 12 TOTAL 1 25,310 FUTURE DEVELOPMENT \ Ic- - - - - - TYPE UNITS GPD/UNIT 1 FLOW (GPD) - ----------------- - FUTURE RESIDENTIAL UNITS 1 5001 4001 200,000 J _ J �'' " TOTAL FUTURE DEVELOPMENT 200,000 \ I OLD LYNCHBURG ROAD _eQ \___ -t -- -� l ` ° ° O /1�I/ \/ / o �\ °°/'.--- _° � W'i tp /I \ O 17, It 16 -15._/'� JI I t \ \ \\\\\ !/ 1 I / /lf /J/1///'/' \�\\' F464 - - -o_ - - -- Il / ' f 486 488 _ \ q - - f 470 \ DO- - ' B ' C v \ \ 472-474 476 478 -4808 =482 / / / ! / \\\\ ) r1\I 11'��U�'_ /�'/// // vv 10 448 \\ Ik J cT - - - - / %, / l ITTEL.NUILAND /� / I moo- toof 66 � 1 / \ �/ � o / // �2%ti III /• S7� ___ r 6° r Il _-0- _L.71.�1ii� / vw. (�' I �u \� , \I° ,' 0- 10 , \P �l 1.-I/I\70/11//o t4, ,/ / - /,/ / I I /-- / / l o I I / / _ f i o / /II III I I I I Id / 3 / o / /I :III I�I T I I lol I / /' (� / / (/ \. \ °q \ Ir \ \ \\\I \ \\ \ \\ \ \���`�I >\ ,\, \\ I 1,33 r y o f \ \ \\ 1 \\\\If \ \ I I 1 �I II \ 1 / /p II t \ \ \ \ \ \ \ \ I 171 I I I (f I as \ Illl I I \\\\ 1 \ \ \I° l/ J \\,o \ o \ \�\ \\ \�lo \\a\°b\\\\\\\\ n 'II YI � 13 Ln 41 - - - '� ,, II ;�.-/�_� , , ,��ti(� �yJ�.` 1 \\Oj ____/ __-•___ -�_ T___, /I ,�' � �./' , I;�I I - --- __ -\\\ \\ \\ \\_J $Pl � / `1 I1'\\(�\\\ \\\\ 1 _'.:\\\'////�'/'�-\\\\\ \\1 CI�,p IV // - //i // ////J/// If FUTURE/ \� -`_ -'ice _ RESIDENTIAL 1\�'P- / UNITS L__ / / / / / / I / l 1 ///// // /�//,/ �/ �// - _ �- / /� - _ ' l i'> / �/_ i�i// /i/, ���/ I l f / I A( - _\ �p✓ / / l \� 1�, \V /` / Aii% C3 Al f ,/ / / / \/ / ,' _��✓ _ -(D.-_ ///�i�i/i'��i/'/i'%i/i/r////������� �/i/i'��/i/iiH i� ✓% // /' /' //� h -��� / / /i %/i j y��%� %%�/////////ice'/ //� �5f///ii////// / / j //,/ / l \ �\ I�i� ` �, \ � / i / ` \ \-1 J_� BRUCE Ok "2312020 ZONAL z O U U (n w 0 Z O (n > w w DATE 3/23/2020 DRAWN BY A. CHIODINI DESIGNED BY B. STRICKLAND CHECKED BY B. STRICKLAND SCALE NTS (W V H� U) Hi � J Q Q LU v �I > J ^ LU I.L J O; W 0 J m W<_ LU w Q 0 Lu W LU U V) Q I- O Q O < 2 D O V) JOB NO. 40919 SHEET NO. C9.2 L L / I 3 \ I �— —don on = — j.sn I _ > E BITTERNUTLAN —NVS—� >t-- I ---------- - \ �� — I �� �� O�, a z z VS d w � O _era m—C—�____-------- --� __ _ __________ ¢_ PLINEYRO —x— zWyM ., o don _ _ Uj _ 1L _ _ X - - -— — — — - — — - _ - -- --- ,din---- _Mn -- �� — — — — _ — �� l I I i 1 i a" l�n d�7Ll F— l�n n _ W - ---- -- _ - �►--------- ----- -- _ o __ - J / I I I �O - - - - - -_ _ _ / W W W tea' / / � a a a -- ---- a / tl� wIA U NNnI i - - Ln DATE N a - s \ j\ - - _ - > o} ODROA6WN820 " VS '4S y - \ / - - - `� COSTANZO . '� � R. ' , d • - 0 SLb� _ - ` �_ \ _ / ib , / DESIGNED BY _ _ N -' • °h. .. //- �Odb - •- __ _ _. � ,' _ i - -_ _- - _ N�- gyp°' \ — •• 06� - Sa - - , _.. - \ _' ) d - : SHALLENBERGER CHECKED BY • — - — I I \ \ \ r � I i - " - --- SCALE \ ' _ / (7) QP v (8) QB V (8) UA (8) QP (8) QB v ' " < (8) UA - — _ ()7) QP ( (8) QB v �,� = 40' �'— — \ _ _ - _ _ _ _ - - - / f Alboanarle Comery atlue Plan Checidlat County-Te be placed oa Laadaeape Plae. \ \ (Handbook, _ - - _ _ -_ - - k. PP Ill-2a4-I11-297 for eospkle sPedlumtloas) /.. ' • / i I — _ MOS IO b Items shell 6e ah - LU Troos to ba saved; V / / A - A / ® Limits Of clearing P trees to be .,,W type (outside dri lior of ); �t1on and typo or protective forcing-. • y/ I _ - _ _ _ _ _ - - - - i dtangrs requiring tree well. or wells; J trenching or tunneling beyond the limits ofelearing. J 2- Markinn- a I I ® Ali heft to be saved shall be marked with print or ribbon m a height clearly v11ibl'to equipment operators. Z Hq I _ ng begin until the tree marking has been inspected and approved by a County Inspector. > / ^' EXISTING MIX OF ' I ' � 0 NngrotJ+ an.11 (17) PA / / / HARDWOODS ARID 3. Preca�- .t is n. / i I I la, 7'rea psestrvation and protection measures shall be reviewed with the contractor on site. O � EVERGREENS TO REMAIN r � � , I , 0. Eshihmeaf Ooentioa sect tonne• Heavy equipment, vehicular traffic and stomp of construction materials including soil shall not be permitted within the dripiines of trees S. coil E:t sect Sto—water Delta :h Devl e=• Such devices shall not adverse) affect trees to be saved. W EX. OVERHEAD Y Q UTILITY Fires: IIIIII� > Z • I / / _ Fires are not permitted within 100 feet of the dripline of trees to be saved. EX., -OVERHEAD / / / / — - CL -j J k7TILITY / ' % " _ , , , 7. Toxic / / / / < O acl� a / / / � / � / / _ � Toxic materials shall not be stored within 100 feet of the driplirc of trees b be saved. � • �� - _ ,i / " : / I l _ " " - ' - & Protective Fencing: j co — d / / — - dH0 Trees to be retained within 40 feet of a proposed building or activity shall be fencing- 1H0 dH - �— — HO — — - ® �Po r grading aC ty protected to g by B Q O �-d dHO — — - / HO - — ® Fencing shall 6e m place and shall be inspected and approved by a County inspector poor to grading or construction. Lt_ L �-Iy0 -- - HO-�- ` O� ®—_ —d ................... ® dHO - dHO — — gro P f _ / / HC��/�� ' \ _ - _ - - ' 9• ® Witted fortmd kmast be raised within the dri line of a tree to be saved, a tree wall O Z SS\ / - i that{ be provided and a construction dctar7LU �H .� lift)O— _ / approval.z ----\ ---------- \__---- --- / _ — — — / - -- - - -�- - - - - - - - - - 'C \ I \ to. Tree walls: _ o a - When the gmund level must be lowered within the dripline a tree to be saved, a tree will shall be provided; and a construction detail W submitted for approval 11. Trenching and TnnneliOt: /�' D F l - __ =-�i - - Qa What bmdung is required within the limits of ckenn& it shall be done as faraway from the trunks of tree[ as possible. T®eling v CHBURG RO / __ _ — _ \ \ \ OLD LY N ' _ \ / I tmtler a large tree shall be considered av an alternative when it is anticipated that neassarylrenchiug will destroy feeder roots. (PUBLIC) _ — I �T - , 12. Clean_nh: O / -� ® protective fencing shall be the last items removed daring the final cleanup. w O " G / / \ _ / _ / 13. D mated Traa: in fatiliaetion or other methods recommended by a tree specialise / - - _ i , - - _ _ _ - / - / Damaged trees shall be treated immediately by l & > - -- ' THE CONTRACT OR ON TREE CONSERV ATION a L / / / / / NOTE. PI• yS THE LOPER'S RESPONSIBILITY TO CONFER WITH � b�o> - i REQUIREMENTS .(� a' / \ Elf. BMP a� / 20 3j _ f OWNERSI Ln ATU v - - - - S_ a -------------------- _ - - i - (DATE) ,^ /� I �A 511106 Page 1 of 1 �--I V J , / I I CONTRACT PURCHASER SIGNATURE V L MOSBY MTN SUBDIVISION I �} MOSBY MTN SUBDIVISION II 0 1 NO. 7 40919 I > ` 0 20 40 80 - i w I O II `� m co SHEET NO. L 1.02 L 5�� / ' ' - \ \ \ (35) VD-B _ _ \ \ �cP\ (35) VD-B iGP — UGP LOT 12 �� (4) FG ' (4) FG V o� . 1 V A V A P .KING LO _ - CONDO #3 C_ ONDO\#4 \ �ARKI� SLOT \ I \ \ \ \ 1 \ - \ 3) CF ff (4) HP (2) CF \ N o(6) PICNIC LOT1 f (39) IVV " LOThO i Lbb a 09t, r ., . `ci i0 \ 6Sb :C1 2 °S I \ \ w C cn S m , \ jj I M` ao v > o N g t- g I ' L T9QP - CONDO # 1 F \ G �x�N a J(2) CF (9) FG QB Lu za Ln aW �W aoocnticn 11CA (2) (4) OT8 u �ooUUQ x in :: Z " (2) QB P RSE TI / 2 \ \ o I I Oaaa () -- - o.•- qa (8) AR - - — — - - s (5) AS ' (5) LS W I; / / � w w w i w w 6AS � v I SA 2 � , NT�I�SE ION SIGHT LI � \cz Am\ � / / // o o > j U www o s � t° 1 IV-LH - - \ " \ \ ..... ' ::..= �78) F LM s g ::`.:.:':''..' ; > w o o — \ \ (3) NS 1) H I• ..:_ 1 4) GB 5 CF � DATE LM (6) AR \ \\ 1 d OSb \ 5 / o= 0410612020 DRAWN BY (2) P (2) P (3) P / A A � \ A I \ �.\ \:.• \ I OU D D �M (10) RA LM- o/sd� \ 10) (3) CIFl R. COSTANZO (2) QB / DESIGNED BY SHALLENBERGER � / (5) JV _ y \ \ (�t).. i4....................................' . ,.� -_ ah / CHECKED BY _ \ \ k a 16 VD -CLOT d \ [ > 600 SF • / -LOT 3 IS LOT 31 - " — / (4) AS SCALE \ 'TR.. 130 \' L:::::>;:..: as / / I ,1 = ' LOT 30 AR D � \ ti 4 _ / (5) AS P, - o.�, � O CF � - s > �� bo / / JI \\ o \ \ o LOT 7 2 CF \ \ C \ �� g � \\ a ro \ M ,... ........ __ O - \�ti \ `$° LOT 3 (3) AR s \ 3� TA.B ('LOT 2 SEE LARGEMENT -SHEET LOT 27 �a •s \ s�y / = \ \ o / LOT 26 LOT 25 EXISTING TREES TO REMAIN \ \ BETWEEN OLD LYNCHBURG ROAD \ " LET 4 / -i \ ~ AND THE PROPOSED TRAIL, AS A � � �- \ LOT 5 • • � / � � r, _ OT 2 \ . .// ;,/ BUFFER. SUPPLEMENT BARE AREAS, \ \ \ \.; \ \ \ ' WPO BUFFER, TYP / \ INCLUDING REGRADED AREAS, WITH A MIX OF EVERGREEN AND P / DECIDUOUS TREES. A \ � �v\ ��- _ � \ \ \ � (2} AS • v � x 9Eb Lu o. - - - - - - - / Q m 5 - - - -- - ---- - - - - -- \, - - --_ . / Q z - \ o \ \ \ I � \ \ \ \!K� P / \ Ago \ i / R \ _ - " SEE ENLA GkMENT \ \ — 0�a ` - __ ° / N \ \ \ \ /42� / I I \ Lu Z ION SHEET1.64 \ \ \ _ - 5 = I \ \ \ \/ / 1 1 Z \ \ Al Lu \ I i Legend - Groundcover Grass Juncus effusus (JE) I I \ \ \ ass o. \ RESIDUE #2 I I I I \ \s2 r ®Hemerocallis fulva oeoeo oao Rhus aromatics I I \ ALL LANDSCAPING PLANTS AND TREES WITHIN AND ADJACENT TO SIGHT (HF) 'Gro-Low' (RA) { II II \ \° / I I \ \v, \ o DISTANCE TRIANGLES SHALL BE MAINTAINED BETWEEN 2 AND 7 FEET ABOVE o I \� F\\\ GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE \ / / / / 1 ' T I Liriope muscari Iris sibirica I I I \ \ '^ ^ o Szv \ PEDESTRIANS, TYP. N >•>: Perennial garden Amsonia l I I \ \\ / \ \ \ \ \ \ \ \ I I �1 \ % 9 (PG) tabernaemontana \ \ \ Panicum virgatumCL \ I I I I \ \\ n,\ 2 \ \ \ \ I \ \ \ �►\ \ \ 1 �r V) 3 'Cape Breeze (PV-CB) v ( I I \ WPO BUFFER, TYP \ \ \ a JOB No. , l Panicum virgatumIl I I \ 1 \\ \\ I\1 �\ 40919 'Shenandoah' O I$ 30 60 SHEET NO. L PLANT SCHEDULE QTY. I SYMBOL I Scientific Name ICommon Name ISize ISpacing I Root (Notes 110 Yr Canop�Canopy Tota STREETTREES 22 AR Acerrubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 8,734 28 AS Acer saccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 5,460 7 GB Ginkgo biloba 'Sentry' Sentry Ginkgo 7" Ht. As Shown B&B Matched specimens 14 98 17 PA Platonus acerifolio 'Columbia' London Planetree 2" Cal. As Shown B&B Matched specimens 254 4,318 48 QB Quercus bicolor Swamp White Oak 2" Cal. As Shown B&B Matched specimens 299 14,352 28 QP Quercus phellos Willow Oak 11' Ht. As Shown B&B Matched specimens 370 10,360 16 UA Ulmus americana "Princeton" Princeton Elm 10' Ht. As Shown B&B Matched specimens 397 6,352 SITE TREES 17 AC Amelanchier canadensis 'Autumn Brilliance' Service berry 7'-8' Ht. As Shown B&B Mutli-stem specimens, 3-5 stems 130 2,210 2 AR Acer rubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 794 4 AS Acer saccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 780 9 BN Betula nigra 'Heritage' River Birch 1.5" Cal. As Shown B&B Matched specimens 464 4,176 30 CF Corn us florida'Appalachian Mist' Dogwood 2" Cal. As Shown B&B 124 3,720 14 GB Ginkgo biloba 'Sentry' Senty Ginkgo 7" Ht. As Shown B&B 14 196 5 JV Juniperus virginiana Eastern Red Cedar 4' Ht. As Shown B&B 16 80 5 LS Liquidambarstyraciflua 'Ward' Sweetgum 2" Cal. As Shown B&B Matched specimens 249 1,245 5 MV Magnolia virginiana Sweetbay Magnolia 8'-9' Ht. As Shown B&B 113 565 3 NS Nysso sylvotica Blackgum 2" Cal. As Shown B&B Matched specimens 123 369 21 PA Platanus acerifolia 'Bloodgood' London Planetree 2" Cal. As Shown B&B Matched specimens 368 7,728 9 QN Quercus nigra Water Oak 1 V Ht. As Shown B&B 130 1,170 8 TD Taxodium distichum Bald Cypress 5' Ht. As Shown B&B 36 288 10 TO Thuia occidentalis White Cedar 4.5' Ht. As Shown B&B 10 100 Total = 73,095 SHRUBS 44 CA Clethra alnifolia 'Hummingbird' Sweet Pepperbush 3 Gal. As Shown Cont. 22 CO Cephanlanthus occidentalis Buttonbush 3 Gal. As Shown Cont. 226 CS Corpus sericea 'Cardinal' Red Twig Dogwood 3 Gal. 4 O.C. Cont. 104 FG Fothergilla gardenii Dwarf Fothergilla 3 Gal. As Shown Cont. 15 FM Fothergilla major Witch Alder 3 Gal. As Shown Cont. 28 HP Hydrangea paniculata'Lime Light' Panicle Hydrangea 3 Gal. As Shown Cont. 37 HQ Hydrangea quercifolia Oakleaf Hydrangea 3 Gal. As Shown Cont. 17 IV-HG Itea v irginica 'Henry's Garnet' Virginia Sweetspire 3 Gal. As Shown Cont. 97 IV-LH Itea v irginica 'Little Henry' Virginia Sweetspire 3 Gal. As Shown Cont. 29 VD -A Viburnum dentatum Arrowwood Viburnurr3 Gal. As Shown Cont. 70 VD-B Viburnum dentatum'Blue Muffin' Blue Muffin Viburnum 3 Gal. As Shown Cont. 26 VD-C Viburnum dentatum'Christom' Christom Viburnum 3 Gal. As Shown Cont. GROUNDCOVERS & PERENNIALS 29 HF Hemerocallis fulva Orange Daylily 24" O.C. Bulbs 8091 LM Liriope muscari 'Big Blue' Big Blue Lilyturf 1 Qt 12" O.C. 1700 PG Perennial garden 12" O.C. 90 PV-CB Panicum virgatum 'Cape Breeze' Switchgrass 1 Qt 24' O.C. Cont. 448 PV-S Panicum virgatum 'Shenandoah' Switchgrass 1 Qt 30" O.C. Cont. 210 JE Juncus effusus Soft rush 1 Qt 1Z' O.C. Cont. 40 RA Rhus aromatics 'Gro-Low' Gro-Low Sumac 1 Gal. 36" O.C. Cont. 97 is Iris Sibirica Siberian Iris 1 Qt 18" O.C. 83 AT Amsonia tabernaemontana Bluestar 1 Qt 18" O.C. Legend - Groundcover 0 Grass Hemerocallis fulva go (HF) Liriope muscari (LM) Perennial garden (PG) Panicum virgatum 'Cape Breeze' (PV-CB) Panicum virgatum 'Shenandoah' Juncus effusus (JE) Rhus aromatica 'Gro-Low' (RA) Iris sibirica (IS) Amsonia tabernaemontana (AT) 2 L 1.04 B10-FILTER PLANTING PLAN JCALL : F = 2U vi C! M 0 x U D 0 a! x 0 w W U u a z 0 in 0 0 y Z 4 z w o a g U Q w o ti�Q o W W V) LU ooOj O O O U U U K (X Z aaa Woo >;L wu,w DATE 0410612020 DRAWN BY R. COSTANZO DESIGNED BY SHALLENBERG0 CHECKED BY SCALE AS SHOW 1� LU J J aw J 0� Q Jm LU a 0 0 LU 0 0 W " 0 0 `0 2 D 0 V) JOB NO. W J d Z ZZ J a a m W 0 V) 40919 SHEET NO. L1,04 L O �cC Ufa 0 0 0.0 m.0 a a.a 0.0 a b.0 0.0 b.a 0.0 0. b.0 0.0 a. a.a a.o b.0 O.D b.0 0.0 I.a a.o .0 b.0 .0 b. b.a b.o 0.0 0.0 a.D �a. a.a b.0 b. a.0 'b.0 b.a b.o b.a b.0 %.a I.a Im .o O.a b.0 b.0 0.0 b.0 b.D b. b.0 1.0 b.a I.o b.D b. b.0 b.o b. b.a b.o b.a o 0.0 a.a a 0 .0 b.o b. o 10.9 b.0 � 1 e� b.o b.o o b.o t.3 b.o b.0 *010 b.o b. o 1.0 0.o b o 0.0 0.a %.0 3.0 1.0 1.0 b.o b.0 ' o b.o j I I 0 i b.o o.o 0.0 b.o %.a b.a b.o 0.o 0 m o b.a ]I. 1 jbOl S b.l q b o .o 0.o b.o b.a b.m b.a b.a b.o 0.o 0 0 b.i .2 o b. b 1 mb3.. O.a b.o b.0 b.0 10.0 1.0 b.o b.o b.o b o .01.0 a.0 4.5 Y. %.0 b.0 10- a 0.0 b. b.0 b.0 a o.o1.0_ Via_ _a.a -1, 3.4 0 :4 .4 b b. b.o a.o b.o b.0 b.D b.o 0.a a.o a.o a o b.B .0 b.o b.o b.o b.o b.0 b.a o.o b.o %.a b o 1 1 1 1 1 10 b a Lumi®.ire Schedule Symbol Oty Label Arrangement LLF Lum. Lumens QMANUFAC) Description 2 V9-HS SINGLE 1.000 13328 O.S. ARCDIITECPURAL LIGHTING VLL-F1ED-IV-FT-80LKD-525nA-NH-HS 4 MM3 SINGLE 1.00m $075 U.S. ARCHITECTURAL LIGHTING &2R-NMI-PLED-III-M-20LMD-200mA-NM l2 1 NH4 SINGLE 1.000 4942 U.S. ARCHITECTURAL LLGHTIIM REA-NMI-PLED-IV-FT'-20LED-7DONA-NN Calculation Seeest, Label Cal.Type, Unite An Max His Avq/Tlin Max/Min East Property Line Illuxinance Fe 0.17 0.5 0.0 N.A. N.A. North Property Line Illuminance Fc 0.17 D.4 0.0 N.A. N.A. Parking Lot 1 Illnxi... F. 2.04 4.2 1.0 2.04 4.20 Parking Lot 2 Illuminates To 1.95 3.7 1.0 1.95 3.70 y.a 1. .4 0.0 0.0 0.0 0.0 0.0 0.0 .0 .O 0.. O.G Prepared by: LIGHTING VIRGINIA CENTRAL 4 i.fi i.7 0.0 'a.0 S.0 '0.0 0.a 0.a S.a 0.0 IS.p 0,0 4GOG-2 Somthlake Blvd. R3chNond, VA 23236 Te1: B94-379-7777 _ li vex.ligAtiagvirgiaia.CaM 1,9 S.o b 0.1 ba, b.m o.m 1.0 1.0 b.o 0.0 b.o o 0 4 MH mounting height in FEET 3 10.2 10.1 0.2 b.0 b.a 1.0 10.0 10.0 0.0 0 0 NOTES! ♦4 tea' 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE. MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA Y.9 ' � '. 10.2 %.1 b.I b.o 10.0 10.D 10.0 1.0 a.0 a 0 CEMITRAL, ARAM. FARWELL, LL°• y_ 2s Parkin, LCt 1 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG MEMBERS LISTED IN F 4 THE LUHUX RE SCHEDULE. SUBSTITUTIONS OR IEVIATIONB MON THIS PLAN MAY MEAN SIGNIFICANTLY DIFFERIDIT 52.1 52.1 ~- .4 0.2 1.1 b.l 0.0 10.0 0.0 0.0 0.0 0.0 0 0 RESULTS. ANY SUBSTITUTIONS HEST RECEIVE EARETAT'.R AM ARCEITCT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AR) A BULL SST OF III REPORTS HILL SOLELY BE THE RESPONEIRILIT'Y OF ANY CONTRACTING FIRM WANING A SUBSTITUTION, RED MOST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE 12.2 12.2 2``1 O.Il 0.1 b.0 0.0 10.0 0.0 0.a 0.0 10.0 0 a JURISDICTIONAL CODES. 3. SIM DETAILS PROVIDED HEREDN ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEYIATIONS MAY SIGNIFICANTLY .3 3.3 r b.P b.0 0.D 0.a 0.0 0.a 0.a b.0 0.a 0 0 AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, d MOUNTING HSIGHT, ETC.) SHOULD BS COORDINATED WITH THE CONTRACTOR MD/OR SPECIPIER RESPONSIBLE MR THE FRAIL�CT. 7 2.5 2.5 3 2 ii b.1 b.0 0.0 0.0 b.D 0.0 0.0 0.0 a.0 0 0 4. LUNINAIRE DATA 15 TESTED TO INDUSTRY STANbARDS UNDER LABORATORY CONDL'TIOME AND SUPPLIED BY OINK" TO t LIGHTING VIRGIMIA. OPERATING VOLTAGE AND NORMAL MANUFACTURERS TOLSMANCES OF LAMP, SALLABT, AND LUMINAIRE MY AFFECT FIELD RESULTS. 12.9 .9 2�� 0.1 b.o b.m o.o b.o b.o b.o b.o b.0 o m 5. CON10MM8NOE TO FACILITY LADE ADD OTHER LOCAL REQUIREMENTS I8 TWA RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. b.9 .2 0.o b.O 0.0 b.0 b.0 O.o b.0 0.o b.0 b 0 g CHECK GRAPHIC SCATS. DOCUMENTS PRINTED OR PLOTTED PROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE - M f DESIRED OR ASSUMED GRAPHIC RCALES. IT 13 THE RESPfNISINILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR II 2 PLATTED -TO -SCALE HARMING IS PRINTED TO SCALE. o-m3: 1 b o .o' b.o b.m b.o b.m b.m b.o b.o b.o b.o am f ]. EACH LQMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MAST HE FELL CUTOFF. 0.0 0 P tid 0.0 b'.0 0.0 b.0 %.0 1.0 b.0 b.0 0.0 0.0 u G p tl.D b 1 .0 0.o b.a b.a O.tl b.a 1.0 b.tl 0.0 1.0 o m 4 o.a b .0 'a. 'a.o b.o b.o o.m b.o b.a b.a b.o b.o b 0 a t 0.D .0 0.0 0 a 0.0 0.0 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 0:0 1 10.j b.0 10.0 IS.0 b.0 b � c.0 0.0 b.o b.m 10.0 b.o 0.o 0.0 o.o b.o b.o 0 b.a b.o b o .o b.G b.o b.m ' m b.o b.a b.a b.o b.o % o T D.m .0 0.0 me".o b a 4o b.a 'a.o b.m b.o b.o b.a b.a a.o a.o b o 0.0 b a .0 0.0 %.0 10.0 b.a 10.0 b.D b.a b.o a.o b o I o tl. o a o.D 0.0 1.0 10.0 10.0 10.0 a.o 0.0 10.0 a.o a o . 0 0 b0.0 b.D 0.0 a.0 a.a b.0 0.0 0.0 bA a.0 a 0 b 7 'b".2 0.0 b.o 0.0 0.0 0.0 0.0 b.D b.0 b.0 0 0 3 7f 1.0 z b.n 0.o b.m 10.0 0..0 b.o b.o b.o a.o IS o 2.1 1 .9 Y.e Y ba3 b.i b.o b.o b.o b.m b.a b.o b.o b.o b o p 2 '1.7 Y.6 11.5 04.3 0.I b.0 10.0 0.0 b.0 b.D 10.0 b.m a.m b o .2 .9 .E 11.6 '1 6 b42 10.0 b.o b.o b.o b.o I.a b.o a.o a.o b o Y.9 Y.7 Y.7 *1.0'1"08.2 b.0 b.m b.m b.o b.o b.o b.o b.o b.o IS 2 .1 12.0 '1.9 12.1 Y -_ b.1 b.l b.1 0.0 b.0 b.m 0.0 b.a b.0 1.0 b o Parking Lot 2 .5 4 2 12.0 12.1 0.1 Y 6 bZ2 10.1 b.1 10.0 10.0 10.0 a.o 10.0 10.0 1.0 'D.0 a .I $. z.D 12.3 `2.0 s 0.4 a.z b.l 0.1 o.D b.D 0.0 'a.o b.m 0.0 b m 4-H93 5 -s .7 .4 i.o 12.3 i.o 1 3 ' 44E�- 10.2 b.L 0.1 a.o o.o 0.0 0.0 a.o a.o 'o.o 1i- .5 12.1 '2.0 12.1 .3 b.1 b.l b.2 b.o b.o b.o b.o b.o b.o o o .T 'e 1 Y.9 '1.9 12.2 1 1 b.1 b.I b.o b.a b.a b.a b.a b.a o.o b o .7 Y.5 Y.6 Y.E *1 31 b.o b.m b.m b.o b.o b.o b.D b.m b.m b m D.0 0.0 .0 0.0 b.0 b.o b.o b.a '';.o0 1 b.o b.0 b.o 0.0 b.a �I 10.0 10.0 a.o 0.0 0.4 1.0 0.0 '>a b.0 f,0.0.o b. b.0 o.o a.o 0 U: b .0 o. Da3: 4. a.l a.z 10.3 .31 b. b.1 b.1 b.I 'a.1 b. •�b.o O.o b. .1 \{.0 o b.1. .01b.o b.0 0b.a o.o ro o� 00 �o 11 o � 1 0 0 I .3 .1 0.o 'a.o a.m b.o b.0 a.o 0.a a.o a.o b o 'al b.o b.m b.a b.0 b.o b.a b.a b.a b.0 b m .3 .3 0.3 b.2 .0 b.Q 0.0 0.0 0.0 0.0 0.0 b.a b.0 b.0 b o b .1 0.1 1 'o,o b.o a.o b.o o.o b.o a.o b.a b.o 'a.o 0 e .1 b.1 1.1 b �D0 b.D a.o I.o b.o b.o b.a b.a b.o b.o a m b.a .o 0b.0 b.0 %.0 b.o a.o 0.0 b.0 10.0 b 0 a.m b.o �b,�o b.o b.o b.o b.o b.o a.o I.a b o .0 b. .o b.0 a.0 0.a b.0 ' b.0 0.0 13.0 t.a b.0 0.0 b.0 b m 0 b.a b.0 0.0 0.0 10.0 0.D b.0 �' .0 0.0 b.a a.0 0.0 b.0 1.0 0 0 b.o b.o b.o b.o b.o b.o b.a b.o ,o b.a b.o To.a 'a.o 'b.o b.0 b m NOTE: EACH LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MUST BE FULL CUT OFF. SCALE 1 "=30' 0 30' 60' AA4 LIGHTING VIRGINIA 9 9NE�v j�� pLTH nFoil IF CLINT W. 7 a/7S FFLET Lie. N 54311O 4; pro 9/10/2020 G ,•,,, S1. 0 i♦iiNtS � ; • AM DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' (W V J mammal lam" I I- W Z > J O� Jw [0 Lu a W LL > O O W 0 0 O Lau o _ 0 O O T� i I- D �O \I MOB NO. 40919 SHEET NO. E1.00 6 2: L Date: May 28, 2020 Page 1/1 ITO Transmittal LIGHTING LIGH VIRGINIA Lighting Virginia -Central A46,NEvv 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project Southwood Subdivision Quote# LV - CENTRAL20-30857 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part V4-HS US Architectural VLL-PLED-IV-FT-80LED-525MA-NW-1- XX-HS-PLED WM3 US Architectural RZR-WM1-PLED-III-W-20LED-700MA- NW WM4 US Architectural RZR-WM1-PLED-IV-FT-20LED-700MA- NW 25' POLE American Lite Pole RNS-25-40-11-AB-DM19 FF00009 Liqhtinq Virginia - Central phone 379-7777 fax 804-379-7778 Pace 1/1 Submitted by Lighting Virginia- entral lCataloa Number: VLL-PLED-IV-FT-80LED-525MA-NW- Type: PaAMy Job Name: LIGHTING Southwood Subdivision 1-XX-HS-PLED V4-HS Architect: TIMMONS Notes: RVIRGINIA 4RNE LV - GENTRAL20-30857 VALULUME SERIES - PLED LED/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS-L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE 4000K 3000K 5000K THAN(HR) TEMP. WATTS VOLTS INPUT AMPS 40 LED 40 PLED Opfical 5,585- 5.306- 5,864- 85,000+ 40°F 43 120 0.36 Module -35OTI 6,408 6,088 6,729 277 0.16 347 0.12 40 LED 40 PLED' Optical 8,059- 7,656- 8,462- 85.000+ -40-F 65 120 0.54 Module-525mA 9,246 8.784 9,709 277 0.23 347 0.19 40 LED 40 PLED-Opfical 10,240- 9,728- 10,752- 85,000+ d0•F 87 120 0.73 Module -700mA 11,749 11.162 IZ337 277 0.31 347 0.25 40 LED 40 PLED" Opfical 13,642 - 12,960 - 14,324 - 85.000. 40-F 128 120 1.07 Module -1O5OmA 15,652 14,870 16,435 277 0.46 347 0.37 80 LED 80 PLEW Optical 10,824- 10,283- 11,365- 85,000+ -40-F 86 120 0.72 Modue-350MA 12,419 11.798 13.040 277 0.31 347 0.25 80 LED 80 PLED"Optical 15,587- 14,808- 16,366- 85,000. -40-F 130 120 1.08 Module-525mA 17.884 16,990 18.778 277 0.47 347 a37 80 LED 00 PLED°Opfical 19,767- l8i 20,755- 85,000+ d0°F 174 120 1.45 Module -7DOmA 22,680 21,546 23,814 277 0.63 347 0.50 80 LED 80 PLED Optical 26,255- 24,942- 27.568- 85,000. AO-F 257 120 2.14 Module - 1050mA 30,124 28,618 31.630 277 0.93 347 0.74 NOTES: 1.Max Input Ampsisrrehighestds Mng,ope ing.oropendmOcun s 2. Lumen values far LED Modules vary accordlrg to the distribution type 3. System Wars indutlea the source Warts and all driver cdnponerlls. 4. Fuse value should be suMclentto protect all wiring components. For electronic ddlmr and LED component plotecibn,use 10KV - 20KV surge suppressors. S. V0(9K)-TME216x rub applied WARNING: All fdums must be installed! In acewtlarxxs WHh boar codes or the National Electrical Code. Failure to do so may result in serious personal injury. Naxs.w.w.°runem..a,vaam U.S. ARCHITECTURAL U.S. Architectural Lighting mma(mi)2ssamrmx4)a.R © JUUIV IAA, ° Lm I rrl Vl' ""a- JIyNe. Job Name: VLL-PLNW-ED-IV-FT-80LED-525MA-LE LIGHTING Southwood Subdivision 1-XX-HS-PLED Vii VIRGINIA Architect: TIMMONS Notes: R4RNEw LV - CENTRAL20-30857 PROACr NAf4E: SOLID STATE AREA LIGHTING PE VALULUME SERIES -PLED S P E C I F I C A T 1 O N S OPTICALHOUSING Heavy cast low cap ep r aluminum (A356 alloy: <0.2% copper) assembly wilts Int�eparot cooling ins me Optical Ponel mounting eurtace b mnktl Aat (surface variance cm 003' over 12') ta tadlHafe fiermol transfer of heat to housing antl cooling flog. Sol' banbr wall separates optical and elactrncor compatlmenfa.IDe optical antl no,11I compodmenfa ore integrated to crente one assembly. MInlmum wall Mlcknwa d .188'. ELECTRICAL HOUSING w/ INTEGRATED ARM Heavy cost low copper aluminum (A356 alloy: <0.2% copper) aMembly with Integral cooling ribs surrounding the electrical comportment and a AM sumpce on the top dthe arm to accoormotlam a photocell receptacle.Saint barrlar wall separates opflcal and elecirlcal camportmenh.The optlwl comporhnent and elecMcal omparlmenf sutra the Integrated support arm combine (o cleattee one assemNy.Minimum wail tthickness Ig.1Be'. Cast and hl=4 orlvar onembly.1 is Integrated with WIHW compis ..Mo., FUPR OPTICS Emitters (LSD's) are arrayed on a metal core PCB panel with each em fire fi.dr an a copper thermal transfer sltle an tie a9 a acrylic Each LED mfracfor is gaoled to Me PCB over an raavp emMer and all refractors are retained by an aluminum forma. Any one Panel, or group of Panels In o luminolm, have the same Oprael Potfam. LED ashol produce standard sitelated distributions. Panels are field mplaceable and Held rotatable In Po' Increments, LED DRIVER(S) Constant current electronic with a power taobr of >.W and a minimum opem8np temperature of 401140'C. D4ver(a) Ia/are UL and cal mcagnlzetl antl mounm dlrecferogolndf the by unWlHouslamps to llHaiffam as transfer, held dawn Clamps to easy �teav� s{• on„4 ne�a in l brocial Wring removal. IMlne terminal Macke PoCIIHate wlxng between the tlriver and 120-277V.optical attooyyaa Ddvem accept m Input of 50/60Ha or (0 - 10V T rd. DrI8rh sa mina. dimmable tlrlver is standard. Driver hags minimum of 3KV dimmable sue• 'Vl Intemral surge prMectlon. Luminalm suppllatl with 20KV J_ surge protecMrrorAerd accegalble installation) now,. v q LED EMITTERS High o u11ED's am will.cl with drive currents ranging Irom 35 mA to 1050mA. 70CR1 Minimum. LEDp's are tonal CooIIable in standard N.O.1 I White (5000K1 or Warm WM1He (00010. aConsult FactaryforotherlED options. NISH F cl ins fallcally applied TGIC Polyester powder Coat on substrate prepmed with 20 PSI power wash at 140-F. Four step media blast and Iron phosphate pretreatment for Rrotectiot and point adhesion. 400-F bake for mo rimum ardnesa ancidurability. s I1L us us& 2010214 U.S. ArpMtecfural Lighting-„-,�'-'�'°���'" m' © U.S. ARCHITECTURAL 1 ADr3.2020 y°7"MS .too Name: LIGHTING Southwood Subdivision VIRGINIA Architect: TIMMONS R4RNE SOLID STATE AREA LIGHTING BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2%copper) assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <t .003") to facilitate thermal transfer of heat to housing and cooling fins. The Optical Housing bolts to the Electrical Housing forming a unified assembly.The minimum wall thickness is .188". ELECTRICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2%copper) assembly. Minimum wall thickness is .188'. Fixture Mounting Plate affixes to mounting surface over a recessed j-box. Electrical Housing anchors on the top edge of the Mounting Plate and stainless steel recessed socket head screws tighten the Electrical Housing to the Mounting Plate from the bottom. PLED" OPTICAL MODULES Emitters (LED"s) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, have a micro -reflector inside the refractor which redirects the house side emitter outputtowards the street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor Is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels In a luminaire, have the some optical pattern. LED refractors produce Type 11, III, and Type IV site/area distributions as well as other specialty asymmetric distributions. Panels are field replaceable and field rotatable in 9W increments. LED DRIVER(S) Constant current electronic with a power factor of >.90 and a minimum operating temperature of-40"F/-40•C. Driver(s) is/are UL and cUL recognized and mounted directly against the Electrical Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V. 50/60Hz or 347V-48OV, 50,601 (0 - IOV dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV surge. protector forfield accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from 35OmA to 105omA. 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. AMBER LED's PICA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to UPS lamps and have a slight output in the blue spectral bandwidth. IRA (True Amber) LED's utilize material that emits light in the amber spectral bandwidth only without the use of phosphors. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 1411 Four step media blast and iron phosphate pretreatment for protection and paint adhesion. 400"F bake for maximum hardness and durability. 1/3 RZR-WM1-PLED-III-W-201- D- PROJECT NAME: PROJECT TYPE: Index Pace XTURE A B C RZR-WM1 PATENT PENDI NG A 1 16� T 1 C FIXTURE A B C RZR-WM2 PATENTPENDING �I r. �i. 1� FIXTURE A n C RZRWJ 29•, 72° 8• fxw= wossro usm.. RZRWJ-Ent r 1ro r�m+.m RZR-WM3 PATENTPENDING D UL U8 MADE IN THE uan LOS© 2019093 "°"°""' •°'"°°•°"R'�' © U.S. Architectural Lighting U.S. ARCHITECTURAL �n Baal www.Haan, �® Submitted by Lighting Virginia -Central ICataloa Number: VLL-PLED4V-FT-80LED-525MA-NW- Type: PDAmy Job Name: LIGHTING Southwood Subdivision 1-XX-HS-PLED Vii VIRGINIA Architect: TIMMONS Notes: R4RNE_ LV - CENTRAL20-30857 VALULUME SERIES - PLED POLE DRILLING TEMPLATE WALL MOUNT PLED'" MODULES rm (387mm)01!i•R • • 0•i Vim( e- a,, mM A '- :•0•i i•0•: L25-(s2nm) Tsui usii + II_` 7VLLPLED WIFIEWAY OXrn) xOx 8OLEDArray (,;rAi (2ARmr6 EXTRUDEDALUMINUM ARM AND CAST iALUMINUM ��O�t 0(3)HOLES ') WALL BRACKETASSEMBLY valabein: Ulu PROVIDED WITH BUILT IN GASKETED WIRE 80&40 LED Array •••• ACCESS FOR FIXTURE/SUPPLY WIRE CONNECTION. 40 LED Array WALL PLATE Drive System HID No. of LEDs Current Watts Equivalent -� 360MA 45 70-1DID 40 525mA 66 IDO-150 s.S•7ODMA 91 175 OTermU 04uTmJ 078ma 705050mA 142 200-250 1 JI- 35OmA 92 150-175 �6.8"-� b0•DIA. O3mm) 80 525mA 136 200-250 041hm) (4)HOLES 7001TIA 184 400 1050mA 266 450 5pet/ofds: Vu-LED/Puays6UBOLEa700MA/NW/277/1/RAL9oo5 x • � 4 • PLED" DISTRIBUTION No. LEDs DRIVE COLOR APM-MOUNT STANDARD CURRENT TEMP OCT TEXTURED FINISH ❑ VLL LED ❑ TYPE II PLED41. ..... I� ❑SOLED ❑ 1050mA Cl NW (4000K)• 'pPN°AFO ❑ 1 ti- ❑ BLACK RAL-9005-T ❑ HIGH -LOW DIMMING FOR HARDWIRED SWITCHING OR ❑40LED El700mA cyy (500g� 2-180... H NONINTEGRATED MOTION ❑ TYPE II FRONT ROW PLED-IFFR...., ® ❑ 525m ❑ WHITE SENSOR............ HLSW O WW (3000K) RA49003-T E] INTERNAL El TYPE IMEDIAN ❑ 2.90 _ _ Y HOUSE SIDE SHIELD HSPLEO ILLUMINATOR ❑350MA ORIEP LED COLORS PLED41-ML..... AvurnsU EJ GREY ❑ PHOTO CELL+VOLTAGE 00t6ULT FACTORY ❑ 3-120 V RAL-7004T (EXAMPLE PCI 20V). PC+V ElTYPE III VIED. ifiAL71Bn ❑ PLED -III M ... TWIST LOCK ,,�rALLNFt�,�.. VOLTAGE ■ ❑ DARK RECEPTACLE ONLY .. TPR ElTYPE III WIDE (OIu11I1 3A0 "' H BROIL El 7-PIN TWIST LOCK PLED -III W ...44uuI1 0120 RAL-8019-T RECEPTACLE ONLY TPR7 ❑ TYPE IV �208 PLEASE QA0' - -' or ❑ SINGLE FUSE PLED -IV .... ■ GREEN ❑ TYPE IV SPECIFY �240 El 114,66005-T ❑ UNIVERSAL POLE (I REV, 277V, 347V).. SF ❑ DOUBLE FUSE PLED -IV -FT ❑277 ADAPTOR, .. UPA PLEASE (208V. 240V, 48OV).. OF 0 TYPE VNARROW 11347 SPECIFY ❑ STEP DIM MOTION SENSOR PLED-VSQ-N.,. WALL MOUNT (PROGRAMMED 50/100) ❑ TYPE V MED. ❑ 480 ❑ WM .. .... - ................ MSF211 PLED-VSH-M .. sEL uE4LTaf/JM roR aponar4ucaolrs El REMOTE MOTION SENSOR ❑ TYPE V WIDE - CONFIGURATOR PLED-VSH-W ..... MSFC10 maWa.rAwm,•°wledd..�,Pzml U.S. ARCHITECTURAL U.S. Architectural Lighting ma.(mry zvzns0 raa(mn 24aamr © _® Submitted On: Apr 3, 2020 2/3 Index Page Submitted by Lighting Virginia -Central Catalog Number: type: PDAN, Job Name: RZR-WM1-PLED-III-W-201-i LIGHTING Southwood Subdivision 700MA-NW WM3 RVIRGINIA Architect: TIMMONS Notes: 4RNEV r v - r-�nrraer en_nnnnv BAZAR WALLMOUNT SERIES -LED Emergency Back Box (EM) 3/4" Surface Candult(So) EM Back Box IF2'teeper than standard housing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2- BEYONDTHE STANDARD HOUSINGAND CONTAINSTHE EMERGENCY COMPONENTS (EC) INCLUDING BATTERIES OR CAN BE USED FOR SURFACE CONDUR(SC) APPUCATION&THERE ISTO BEAN SCLSC2.AND $0OPTION FORME DIFFERING HOUSING SUES. SC SHIPS WITHTHREADED CONDUR PLUGS. THE EM-LED SYSTEM PROVIDES POWERTOALL LEDs INTHE ARRAY (20,40, or60)TO MEET THE FOLLOWING LIGHT LEVELS PORA MINIMUM OF 90 MINUTES. WM1-45%0350MA WM2=36%0350MA WM3=24%0350MA 'MUDIPLYTHE %ABOVE BYTHE LUMEN OUTPUT 0350MA WALL MOUNTING Mounting Bradmf wan plark, Manledfow®, set screw, ll E Bet Scmwlpck €'°'rdcT E;((a11Rp9e: RZR-WM2/PLED4V/40LED-700mA/CW/277/RAL PLED® MODULES o 0 o 60 LED Module• RZR-WM3-LED E.P.A.=.69 Available in: 60 LED Module :�: :�� 40 LED Module RZR-WM2-LED E.P.A.=.47 Availabledu PI 40 LED Module a o ® o 20 LED Module RZR-WMI-LED E.P.A.=.33 Available in: 20LED Module MAX INPUT WATTAGE #OF DRIVE CURRENT LED's 35OmA 525mA 7DI 105OmA W 68W VWV 131W 198W 4D 45W MW 87W 134W 20 23W 33W 44W 66W 8019S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED* DISM&MON TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD EI HIGH -LOW DIMMING FOR TEMP -CCT TEXTURED FINISH EXTERNALCONTROL.. HLSW ❑ R2R-WMl ❑ TYPES PLED41 =111 Rift-WMI ❑ 20LED ❑ 350MA ElNW (40DIK)' aro ❑ 120 ❑ BLACK RAL900ST ❑ HOUSE SIDE SHIELDING .... .......... HSPIFD ....... El 525mA ❑ 208 EL ❑PHOTOCLL +VOLTAGE ❑ TYPE II FROM ROW ❑ cw(wooK) ❑ 240 ❑ WHITE (EXAMPLE: PC12OV)... PC+V PLED4I-FR..... ® ❑ 700mA' ❑ Wily (3olow) ❑ 277 RAL-9003-T ❑ SINGLE FUSE ❑ RZR-WM2 ❑ TYPE III ® AtA-WM2 ❑ 1O50mA1 El 347 [1 GREY (120V & 277V) . , ..... SF El PLED411 ....... [I40LED CON9JLT FAcrom wRolxeluooxoas El480 RALa004-T DOUBLE FUSE (208V & 24M ....... OF ❑ TYPE III WIDE ❑ DARK BRONZE ❑ STEP DIM MOTION SENSOR PLETD4I1-W.... SELECT RAL-6019-T (�RAMMED50/100) AMBER` MSf211 ❑ TYPE IV ❑ PHOSPHOR VOLTAGE ❑ GREEN ❑ REMOTE MOTK)N SENSOR ❑ RRzR--wm3 PLED -IV, ...... ® RZR,WM CONVERTED RAL-6005-T CONHGURATOR AMBER ..................... MSFCIO ❑ TYPE N-FT LIEl D PICA r�OICE �M Bull El EMERGENCY BACKUP 1..FMI PLEDIV-FT.... U ❑7RUE AMBER' Wlnl WRINr ❑ EMERGENCY BACKUP TRA (IXAMHE.RN-0ODSB) (HOUSING ONLY)..... EMHI ❑ EMERGENCY BACKUP 2..EM2 SELECT 1'1'1ap16AMA°Tim05EW1TXTM FINISH ❑ EMERGENCY BACKUP 3. EMS z-x4F»awMNOweEeslwWmDERxaaE ❑ SURFACE CONDUIT 1... sal CLTEWrvA1FM 4-av�Es x�saM4ms.4Bens WNURNOMCTDFf roecwTOM caoRs ❑SURFACE CONDUIT2.. S02 ❑ SURFACE CONDUIT 3.. SC3 6°OWe""`9tlBOP`4i"ga CA"�' © U.S. Architectural Lighting U.S. ARCHITECTURAL Plrawcmq za;am For(ml)zar2rol w.w.�amg:aom �® LT -r CLINT W. S F LET �� Lic. N " S4320 o 9/10/2020 s s e M E CD an O N N N >E W E < LL a ILL. - Lu 0 �u ti < j U m W J -Lri of N W O N a �x Of _J � < 0 Q 2 2U N =u>U) Lri H < C O � N �a _ M a� W J (n 7 O UD 0 O IY S H > W_ U U < Z O > K O } t7 N Z 0 f Z O P a- U Ln W O U) Z O W uI > O W U Z C) U V) Lu W K DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT- SCALE N.A. I- z H w a LLJ > LLJ Ills) a � O2 J m W a U > O 0 Z Wz O 2 LU C9 J 0 O O T� i I- 0 V / 30B NO. 40919 SHEET NO. E2.00 Submitted On: Apr 3, 2020 L O Submitted by Lighting Vir inia-Central ICataloa Number: RZR-WM1-PLED-III-W-20LED- Type: pOA40 Job Name: LIGHTING Southwood Subdivision 700MA-NW WM3 Architect: TIMMONS Notes: RVIRGINIA RRNE LV-CENTRAL20-30857 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS- L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE THAN HR-TM21 TEMP. WATTS VOLTS INPUT AMPS 20 LED 20 PLED'Optical 2,706- 2,571 - 2,841 - 60.ODG+ -20'F 22 120 0.19 Module -3501 2,993 2.843 3,143 277 0.08 347 0.07 20 LED 20 PLED'Optical 3.897 - 3.702 - 4,092- 60,000+ -20T 33 120 0.28 Module -525mA 4,310 4,095 4.626 277 0.12 347 0.10 20 LED 20 PLED'OpHcol 4,942- 4,695- 51189- 60,OOD+ -20-F 44 120 0.37 Module -7OOnGA 5,466 5,193 5,739 277 0.16 347 0.13 20 LED 20 PLED'Optical 6.564- 6,236- 6,892- 60,000+ -20T 65 120 0.55 Module -105OmA 7,260 6,897 7,623 277 0.24 347 0.19 40 LED 40 PLED Optical 5,585- 5,206- 5,864- 6D,OD0+ -2D°F 43 120 0.36 Module -350mA 6,178 5.869 6,487 277 0.16 347 0.13 40 LED 40 PLED'Optical 8.059- 7,656- 8.462- 60,0DO+ -20"F 65 120 0.55 Module -525mA 8,914 8,468 9,360 277 0.24 347 0.19 40 LED 40 PLED -Optical 10,240- 9,728- 10,752- 60.00D+ -20T 87 120 0.73 Module -7OOmA 11,327 10,761 11,893 277 0.32 347 0.26 40 LED 40 PLED'Optical 13,642- 12.690- 14,324- 60.000+ -20T 129 120 1.08 Module -105OmA 15,089 14,335 15,843 277 0.47 347 0.38 60 LED 60 PLED'Optical 81 7,712- 8.524- 60.000. -201 65 120 0.55 Module -3501 8,979 81530 9,428 277 0.24 347 0.19 60 LED 60 PLED'Optical 11.690- 11,106- 12,275- 60,000+ -20T 98 120 0.82 Module -525mA 12.930 12,284 13,577 277 0.36 347 0.29 60 LED 60 PLED -Optical 14,825- 14,084- 15,566- 60.000+ -20-F 131 120 1.09 Module -7001 16.398 15.578 17,218 277 0.47 347 0.38 60 LED 60 PLED'Optical 19,691- 18,706- 20,676- 60,000+ -20"F 193 120 1.61 Module -105OmA 21.780 20,691 22,869 277 0.70 347 0.56 NOTES: I. Max Input Amps is the highest of starting, operating. or open omut currants 2. Lumen values for LED Modules Vary acco ding to the distribution type 3. System Wads Includes Me source wafts and all drner conponents. 4. Fuse value should be sufficient to protect all wiring camporsenls. S. 00(1 OK) -TW21 6x rule applied V0(1OK)-Calcukaled=24A0000 700mA =1 OL000®1050rGA WARNING: All fide. must be Installed In accordance with local codas rthe Notional GeoMcal Code. Failure W do so may+esutt in serous personal Injury. 66ow°eAauo.wwaacAPssl U.S. ARCHITECTURAL U.S. Architectural Lighting <N„)Lt9LCe Fe (N„I1913aI © Submitted On: Apr 3, 2020 3/3 Index Page Submitted by Li htin Vir inia-Central IDAMs Job Name: LIGHTING Southwood Subdivision VIRGINIA Architect: TIMMONS RRRNE�O SOLID STATE AREA LIGHTING Catalog Number: Type: PLED-IV-FT-20LED- 700MA-NWWM4 PROJECT NAME: PROJECT TYPE: BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S A OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy: <0.2%copper) 1 assembly with Integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <m .003') to �- B facilitate Thermal transfer of hear to housing and cooling fins. The Optical Housing bolts to the Electrical Housing forming a unified assembly.The minimum wall thickness is .188". C a ELECTRICAL HOUSING 1 Heavy cast low copper aluminum (A356 alloy; <0 2%copper) LV - FIXTURE A B C RZRWI 6.75' 12" 6" .1 I' 1 OSznml RZRWI-EM cit"I 11. 4"' S.W. assembly. Minimum wall thickness is .188". Fixture Mounting Plate affixes to mounting surface over a recessed ]-box. RZR-W M 1 Electrical Housing anchors on the top edge of The Mounting PATENT PENDING Plate and stainless steel recessed socket head screws tighten the Electrical Housing to the Mounting Plate from the bottom. PLED' OPTICAL MODULES Emitters (LSD's) are arrayed on a metal core PCB panel witheach emitter located on a copper thermal transfer pad and _. enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, have a micro -reflector inside the refractor which re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a B luminaire, have the same optical pattern. LED refractors produce Type It IIh and Type IV site/area distributions as well el /I 1 other specialty asymmetric distributions. Panels are field ��nJ(L�JII a replaceable and field rotatable In 90' increments. 1 LED DRIVER FIXTURE A B C Bill18 (-IT 12- Is+M.I 6" oea",n RZRW2-ENT 1m 8�m 11a4nI S Constant current electronic with a power factor of >.90 and a R Z R- W M 2 minimum operating temperature of-40"F/-40'C. Drivers) is/are UL and cUL recognized and mounted directly against PATENT PENDING The Electrical Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V, 50/60Hz or 347VA80V, 50,60Hz. (0 - IOV dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installaYon.) 9 _ LED EMITTERS High output LED's are utilized with drive currents ranging from A 35OmA to 1050I 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. AMBER LED's PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to UPS lamps and have a slight B� output in the blue spectral bandwidth. IRA (True Amber) LED's utilize material that emits light in the amber spectral 1 bandwidth only without The use of phosphors. c 1 FINISH FIXTURE A B C RZRW3 23" 12" 6" m.N"o wN�I n� RZRW3.EM 23" osA�ml Iam..I 6'S" nex=.e substrate prepared witPolyester h 20 PSI power at 40 F. Four step RZR-W M 3 medla blast and iron phosphate pretreatment for protection and paint adhesion. 400OF bake for maximum hardness and PATENTPENDING durability. D®DB MADE IN THE uual us& 2019093 U.S. Architectural Lighting U.S. ARCHITECTURAL PNMe(641)Nsmaorm(64n�xan 1/3 Index Pace y°A"HS Job Name: RZR-WM1-PLED-IV-FT-20LED- LIGHTING Southwood Subdivision 700MA-NW WM4 VIRGINIA Architect: TIMMONS Notes: R 4RNE LV - CENTRAL20-30857 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS- L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE 4000K 3000K 5000K THAN(HR)-TM21 TEMP. WATTS VOLTS INPUTAMPS 20 LED 20 PLED' Optical 2,706 - 2,571 - 2,841 - 60,000+ -20"F 22 120 0.19 Module -35OmA 2,993 2.843 3,143 277 0.08 347 0.07 20 LED 20 PLED'Optical 3,897- 3,702- 4,092- 60000+ -20'F 33 120 0.28 Module -525mA 4.310 4,095 4.526 277 0.12 347 0.10 20 LED 20 PLED'Optical 4,942- 4,695- 51189- 60,000+ -20"F 44 120 0.37 Module -7DOmA 5A66 5,193 5,739 277 0.16 347 0.13 20 LED 20 PLED Optical 6,564- 6.236- 6.892- 60,000+ -20"F 65 T20 0.55 Module -105OmA 7,260 6,897 7,623 277 0.24 347 0.19 40 LED 40 PLED Optical 5.585- 5,206- 5,864- 6CLOI -201 43 120 0.36 Module -350mA 6.178 5,869 6,487 277 0.16 347 0.13 40 LED 40 PLED'Optical 8,059- 7,656- 8,462- 60,000+ -20"F 65 120 0.55 Module -525mA 8,914 8,468 9,360 277 0.24 347 0.19 40 LED 40 PLED-Oletical 101 9,728- 10,752- 60,000+ -20"F 87 120 0.73 Module -700mA 11,327 10,761 11,893 277 0.32 347 0.26 40 LED 40 PLED'Optical 13,642 - 12,690 - 14,324 - 60,000+ -20"F 129 120 1.08 Module -IO50mA 15,089 14.335 15.843 277 0.47 347 0.38 60 LED 60 PLED' Optical 8,118 - 7.712 - 8,524 - 60,000+ -20"F 65 120 0.55 Module -351 8,979 8,530 9,428 277 0.24 347 0.19 60 LED 60 PLED'Optical 11,690- 11,106- 12,275- 60,000+ -20"F 98 T20 0.82 Module -525mA 12.930 12,284 13,577 277 0.36 347 0.29 60 LED 60 PLED -Optical 14,825- 14.084- 15,566- 60,000+ -20"F 131 120 1.09 Module -MONTW 16,398 15,678 17.218 277 0.47 347 0.38 60 LED 60 PLED'Optical 19,691- 18,706- 201 60,000+ -20"F 193 120 1.61 Module -105OmA 21,780 20,691 22,869 277 0.70 347 0.56 NOTES: 1. Max Input Amps Is the highest of starling, operating, or open dreult currents 2 Lumen values for LED Module; vary according to The distribution type 3 System Wafts includes the sou@ewaMs and all ddver components. 4. Fuse value should De sufficient to protect all wiring components. 5. V0(IOK) -i 21 lox rune applied L70(10K) - Calculated = 244,000 0 700n k = M2.00001050MA WARNING: All fixlsues must be Installed In accordance with local codes or the National Electrical Code. Failure to do W may resat In serious personal injury. Submitted bv Liahtino Vir inia-Central Catalog Number: Type: POAMro Job Name: RZR-WM1-PLED-IV-FT-20LED- LIGHTING Southwood Subdivision 700MA-NW WM4 VIRGINIA Architect: TIMMONS Notes: 44RNE_� LV - CENTRAL20-30857 BAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION Emergency Back Box (EM) 3/4- Surface Conduit(SO) r EM Back Box Is 2'deeper than standard housing 0 THE EMERGENCYOPTION BACK BOX EXTENDS 2- BEYONDTHESTANDARDHOUSINGAND COWAINSTHE EMERGENCY COMPONENTS (EC) INCLUDING BATIERIEs OR CAN BE USED FOR SURFACE CONDOR (SC) APPLICATIONS.THEIRE ISM BEAN SCI. SC2.AND SC3 OPTION FORTHE DIFFERING HOUSING SIZES. SC SHIPS WITH THREADED CONDUITPLUGS. THE INFLECT SYSTEM PROVIDES POWERTO ALL LEDs INTHE ARRAY (20,40.or 60) TO MEET THE FOLLOWING UI LEVELS FOR A MINIMUM OF 90 MINUTES - WM1=45%IF 350MA WM2 = 36% 0 350MA WM3=24%0350MA 'MULTIPLYTHE %ABOVE SYTHE LUMEN OUTPUT 0350MA WALL MOUNTING Mounting.&aalait MINPIde Mcuto.l. Set Strew-fL 1 Set Screw Lock RZR-WM2/PLEDIV/40LED-700mA/CW /277/RAL PLED® MODULES s.• s..o i Q e ••60 LED Module•• RZR-WM3-LED E.P.A.=.69 Available in: 60 LED Module o®� � 8 40 LED Module RZR-WM2-LED E.P.A.=.47 Available in: 40 LED Module s 9 ® 0 20 LED Module RZR-WMI-LED E.P.A.=.33 Available in: 20LED Module MAX INPUT WATTAGE W OF DRIVE CURRENT LED's 350MA 525mA 700MA 1050MA 50 68W 99W 131 w50 68W 131w 1� 40 45W 66W 1PV1 134W 20 23W 33W 44W MW B019S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED' DMMBMON TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑ HIGF4LOW DIMMING FOR TEMP-OCT TEXTURED FINISH EXTERNAL CONTROL.. HLBW ❑ RZRBA MI ❑ TYPE II PLEDII ® AZR-WMi ❑ 20LED ❑ 350MA ❑ Nyy (400l -SrAFaN@ ❑ 120 ❑ BLACK RAL-9005I [1 HOUSE SIDE SHIELDING .................... HS-PLED ....... ❑ 5251 ❑ 208 ❑ PHOTO CELL + VOLTAGE ❑ TYPE II FROM ROW ® ❑ CW (5000K) ❑ 240 ❑ WHITE (EXAMPLE: PC12M ... PC+V PLEDIFFR ..... ❑ i00 ❑ will (3000K) ❑ 277 ��3-T El SINGLE FUSE ... (120V & 277V) .... BF ❑ RZR-WM2 ❑ TYPE IB �irRP)Inn RZIRA Mx ❑ 1O50mA' El 347 [1GREY El DOUBLE FUSE PLED411....... ❑401ED CVNSLITFACTORY ra6onw+lEocoLol6 04T RAL❑480 (2C8V& 2401n....... OF ❑ TYPE R WIDE ❑ DARK BROPCE El STEP DIM MOTION SENSOR PLEDIIHW .... RAL-WI9-T MGRAMMED50/100) AMBERS SELECT MSF211 ❑ TYPE M ❑ PHOSPHOR VOLTAGE ❑ GREEN ❑ REMOTE MORON SENSOR ElRZR-WM3 PLED4V....... ® Rat-vm13 CONVERTED RA46005d CONFIGURATa1 ❑ 60LED AMBER PCA r�aNTsx ... MSFC10 ❑ EMERGENCY BACKUP 1. ❑ TYPE IVfl ® .EMI PLEDIV-FT ... ❑TRUE AMBERS ❑ EMERGENCY BACKUP TRA (�E�R41'0OR (HOUSING ONLY)...., EMHI Melee.ussAsn01050in"XOf SELECT [I EMERGENCY BACKUP 2..EM2 m^ FINISH El EMERGENCY BACKUP3..EMS 2-lNBFaYB.WO�MVENODMN6 ❑ SURFACE CONDUIT I... SC1 CCr E-0NVALFM s-Avuua.ElxsmP.saszse%oRVE rwcinioxica ❑ SURFACE CONDUIT 2.. SC2 MENTS ONLY ❑ SURFACE CONDUITS.. SC3 U.S. Architectural Lighting O4O WeS gi�n1eO""""°M'CA935J1 °°�° 61)�zaOP Fm(66p 231Aat © U.S. ARCHITECTURAL Omitted by Lighting Virginia -Central Catalog Number: FOAM, Job Name: RNS-25-40-11-AB-DM19 LIGHTING Southwood Subdivision RVIRGINIA Architect: TIMMONS Notes: rrRNE� LL tAIL 3 POILE HEIGHT 25' (FT) 3"x5" REINFORCED HANDHOLE ® 0' W/COVER, BOLT,BACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC 18" ETAIL 2 DETAIL 1 - BASE COVER 0 VIEW ❑ T20 (2.38" OD X 4" TALL) ❑ T25 (2.88" OD X 4" TALL) ❑ T30 (3.50" OD X 6" TALL) ❑ DIG DEt2161 ❑ D28 W° D FR ❑ D29 m z7D ❑ D39 fro° m 27D ❑ D32 ❑ D49 era T I o ro zm asE Irumlwlc a a m"TOK DETAIL 3 POLE TOP CUTDOWN TO 22.5' WITH 30" CONCRETE BASE BY OTHERS FOR OVERALL HEIGHT OF 25' PAINTED TO MATCH LUMINAIRE D19 - DRILLED FOR SINGLE LUMINAIRE 8.00" 90', Index Pace 25' POLE 7.50"-8.50' 150, BOLT CIRCLE BOI 0 SLOTTEL' BOLT HOLES P) .75" A . r ABT 080-4 HEX NUT 6: WASHER (X2) A.B. 17.00" PROJECTION L� 37T ' 1 3.00" I ..._ . HARDWARE TO BE GALVANIZED TO: ASTM A153 ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTM A153. ALL WELDING TO CONFORM TO: AWS 01.1 MOST RECENT EDITION. FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUADTY CERTIFICATION. PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. TRADON DISCLAIMER: ALTHOUGH RARE µBRAPONS SEVERE ENOUGH TO CAUSE DAMAGE CAN OCCASIONALLY OCCUR IN STRUCTURES W ALL TYPES BECAUSE HEY ARE INFLUENCED BY MANY INTERACTING VARIABLES, µORADONS ARE GENERALLY UNPREDICTABLE. THE USERS MANIENANCE PROGRAM 94M INOUDE BSERVAPGN FOR EXCESSIVE VIBRATION AND EXAMINATION FOR ANY STRUCTURAL DAMAGE ALP WARRANTY EXCLUDES FATIGUE FAILURE OR SIMILAR PHENWEN RESULTING FROM INDUCED µBRAPON, HARMONIC OSOLLA➢ON OR RESONANCE ASSOCIATED WITH MOVEMENT D AIR CURRENTS AROUND THE POE LOADING DATA DESIGN CRITERR: 2009 AASHTO LTS-5 VEND SPEED(Mph) 90 100 110 120 130 140 150 3 SEC GUST EPA FT' 3.8 2.3 1.9 0.8 - - - YlEIGHT (Ibs) 40 40 40 40 - - - FINISH TEND MATERIAL DATA COMPONENT ASTM POLE SHAFT A500 GR.B III BASE PLATE A36 ANCHOR BOLTS F1554 GR.551 MISC. STEEL A36 POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGHT TYPE DESIGN LENGTH DIA. '(IN) DIA. OR THK (LBS) (FT) (IN) (IN) RNS-25-40-11-AS 1 25 4.00 1 4.00 111-GA 145 Will op pLTH 0�00 C �% CLINT W. S F LET �� Lic. N . S4320 0 9/10/2020 ss •••4 S�QNAL Stail;' M E 0 � O N vt N C o > > E w a) E LU Q LL o 3 � LL � w Nu m ti Q j U m O_ J -L� N O N 'r Z H ° V ~ ._ x Of 1 0 a U) 2 v N =u>On H_ C On OON N Ou M Q_ 7 a0 J u H Ui 0 O (0 0 O C S H L w_ M U Q z O to O Z O a- a K U ur) L o 1- Z O LLil - Z > c) L U of I- C) W 4 O W Lu W K L N Q O� DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT- CHECKED BY C. SHIFFLETT- SCALE 1"=30' W Q PJ J ICI I z I- w < UJ > UJ LLI O a J m � WUL a /Ufa > O V Wz 0 0 2 UJ 0 J 0 O O 2 0 \I 6 C 15 L U.S. ARCHITECTURAL U.S. Architectural Lighting (AD) sOxxao rtm)ascxm v+"� COm IDENNaLL"° LESCRIPTION. oa-%•xN�x"� .L Na" ROUND STRAIGHT STEEL ANCHOR BASE DPA""` "EEF' rnxxna+w n�sssw�"no"arT�mruxsxru RNS-25-40-I I -AB wrnvPsoxprtPo wnw.r Pxl°Nvmmerxmla 25' X 4.0" X 11 GA art Pax 30B NO. 40919 SHEET NO. E2.01