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SDP201000029 Letter of Revision 2010-04-06 (3)
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E/0=527-45 c < 06 to z < .. . ..... .. LAJ 1j, 00 < LLJ L0 1714 :c U*) CA 0 C-1 to 'ARKIN U j W w < 3 Q- BurFER "D x 5, 1 U LIJ -lot I5 o E/PF52�,�2%j u "till o \, a " % \ - 0 j 11 C l0k- 0 L17 T/C 5 2 8. co to so 06, > �3 \ - (v 1, q"o, I C. ES� F, E/ P 5�2 oo co ES! k'4 % , 0 1p• I Vc A cp Lr) 0 0 • 0 s) oj C-1 11 C*4 A c - I I i co \,j) i ?" I V 5 2 < 0 0 F/L �,\91,91 T LLJ 19 v =5/28 FB -t L 0 0 LLJ Z LLJ 0 CQ . ..... :t�40 X. LLI < 00 z `52 -31 1 8�7co 6.96 A to C4 E/ A n T 4 C313 0 LJ m /C=,5�27.00 0 Ab 0 Lo /526.50 N "7:;; E/P,= z < m 0 V %U p. -rr Q, 4 v 01 CA v v C1 I LAJ I d? "o - N% V /C=528.-)U 69 w\, VD, 0\ (3 U E/P=526.45 A .0 T/C=526.95 0 %M/ (o 1�0 0 0 v G roc 52\ 0 5 2,'�x 4 0 1— 28.50 E: r 0 Lv z .. ... ..... .. El z a. v (O:v IV�\ A 1 U 'E� UD6 UD6 �Nr,& I\- 526 V "N' . . . ............ ,1 - < --i-1 —71 -b DZI, I 525,X50 4 to Q) u. . ...... 7 \r m 2— 0 Q) LL�Ll L A L5 & IY "IS 177 <11 T— —111. " 7 _� q " <\\" , ' M %— -77-1-775 ------- o/ -2 ;r 4 .......... 0 go N H MARK - ----- ME IN BASEX)l . . .. ..... ..... ..... ..... ..... 286.1 7' EAS�MENT OW ER PO[-E 'U R B dc 11 'u lb" -c D 8a 661 -� �:71 N --- -- — <-v LEV.: 5,39 911 — - - ------ SZ oj v co 0 E X 2 0 S VVI E R, 20 30A EASEmENr TN c t) O'B 5 C-A C) — ------------ R) Ll o A 01 \x LIN Lr& (51 lr'%.o ZLAJV NOTES CO rUM r1%.AJr LMALA=n CONNECTION 1. LEADER MATERIAL SHALL BE PVC (SDR 35) 2- F::rMNGB SHALL BE PVC (ASTM1.2464, D2466) 3. LEADER SUE IS 6- + WITH SLOPE AT MIN. 2087. 4 ALL JOKI78 AND CONNECTIONS SHALL BE WATER TIGHT/ SEALED PER STD. PVC PIPING INSTALLATION NOTE: "AN, THE ROOF DRAINAGE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL PLUMBING CODE. ALL CONNECTIONS SHALL BE OF THE SAME STANDARD 524.00 LEVEL SPREADER RID2 INN/.@523*50 Bmp C RIP-RAP . ..... .... 'T' %? EX 2 N-` G0- -t \,� �� - R 0 tp lo 528 AA116 N A Q) 00 .. ..... ... N, IN R sk. t6 \h� v V� 110- Ap 81 7` LU 1XIV co 0 5�- \ � r.` ' c-, as � � � � 0) 'S .2 20 0 20 40 b;"b V, SCALE IN FEET BMP 'C' SECTION A -A STRUCTURE` SDP 2009-00034 w 0/1 Opt ,.;, _ 4 I - _ ._._. _.. e s dB' o SA � 6 .�.�• ^i °gr �? - a r a, S � `i '"Y' _" _.. _... y. .. e P�'°j7v�a w..,_.w,+ -�,,�' �•+,.sq+�w� ✓ 'p` P � �y 881 09' l 1 -r f . 77,61 O� i 74 y #� �`"R• p ..w'. ♦ t ,,,.,,o« Y � 3 it Ole 'a,` C 4 \ , / } ➢ D ,t 1.. 9 1M , , 1 ` ° sea K � 1 a/J ..t„ �'i. �' t 'd�°' � I ^>' ,� i3w✓%�"� � >+'"`. "✓ � O' \ g P� 1 : , ° 1 � t jr, '. � •. $'. 5'•i `'r� 3 �,aJ ° � � 5� i G \ ` J �,} :. e& E E `q, E�i� R',a Y ( . ► I W\ �-"'•- 'a a ..-✓ "� l,.r°•" r' l� ,.0. �.a . >j .,i� &y` F- } 1 .„ € • } 7s E} �,ti 0. °` i�s�3° r l O l7j ? } i �.Ejj �Q$.�'y r' �;,. „�,�✓' 0. , �;r^.�. �`•mt °, f �• �3, �` -:4 g,.�'e? - a����� ` �( \`I(� ', ,J .,.. E�,.�., • ... 1.�- -- li . '• 3 r,s� aka} '\ f i �, (j," i x a _ b t• 3 y q^ /�/ , € b1 °',z?' �,�� i,',' `�s i" �C � di, Zia. ✓' � �, �•� 1 LJ jj € t ,�. � yip <q� ✓ ''. ' � � / x: °a - i I I (n „f E i : ter^ i a ��$�; ' ", "�»,,.. �:.."'..R. � ,. 1 `5 t x - 1 ti 4 , , t� .,,�• ' \t� ��. y� � `•. '" � ,.�. ia. '` ,;.i3 �'�.,.'"w�.. `^^L�:`, '�` '�a „��•'';: °° „'\ � �-... .iii sv� '3' �'s. � ':� ` �' "• .. S j( � .'.,E '`i` �'' i �y„.r"".F -a. ,t ��\ t ��°'� `,.� 'a ;s'' '�i P ' =C a '•� .r c,3t� ,��h 1 q 1171 ) ', i �.. -- i } �� � "4 D �� �• .e + •y J„ ?a..,�'"� � \�'•, , �� ^;�'�`� t` � /f � I • CCE€ DES : 1` r' \5 r 'S i ✓ 3i. laai 1 1 fA € t ' 1 , J' X, ,r J EE } 527X40 •s ,i` MP B p , +; : �.` >• Si !t t �? `, s e - °� ,,.�' �,�� �' uy l f,,. ✓ .;# �v� t €3,.w I , I 17 d+ r ! H A. �a, e, .+ i � 1r Awe' • k b e l r r l DRAINAGE DESCRIPTIONS X. EX. MH -1 (TO REMAIN) 66 L.F. OF 15 "0 RCP CL III PIPE TOP - 534 INV.IN = 526,00 INV.OUT = 521.23 f 20 N N f _ 40A .95 S= 7.23% X. 145 L.F. OF 36 "0 RCP CL III PIPE X. EX. DI -3A (TO REMAIN) 20A INV.IN = 523.70 , INV.OUT = 522.60, 5 TOP = 528.44 S- 0.76/ X, EX. DI -3B, L =12 (TO REMAIN) X• 53 L.F. OF 24 "0 RCP CL III PIPE 1 TOP = 528.99 5A INV.IN = 521.18, INV.OUT = 520.83, S =0.66% 71 L.F. OF 18 "0 RCP CL III PIPE CONVERT EX. DI -3A TO MH -1 1 A INV.IN = 522.50, INV.OUT = 522.27, fi ' TOP = 527.93 S =0.32% CONVERT EX. DI -3A TO MH -1 94 L.F. OF 24 "0 RCP CL III PIPE 2 ' TOP = 527.27 6A' INV.IN = 520.67, INV.OUT = 520.05, S -0.66/ DI -7, GRATE TYPE III 14 L.F. OF 24 "0 RCP CL III PIPE 30 W /IS -1 6B INV.IN = 520.05, INV.OUT = 519.95, TOP= 526.50 S =0.66% (PROVIDE OPENINGS FOR 6" UD'S) DI -7, GRATE TYPE III 54 L.F. OF 15 "0 RCP CL III PIPE 50 W /IS -1 OA INV.IN = 522.79, INV.OUT = 522.52, TOP = 525.00 S= 0.50 O O (PROVIDE DE OPENING FOR 6" UD 33 L.F. OF 18 7f 0 RCP CL III PIPE X. 49 L.F. OF 15 "0 RCP CL III PIPE 2q INV.IN = 522.25, INV.OUT = 521.92, OA INV.IN = 519.42, INV.OUT = 519.10, S= 1% S =0.65% X. CONVERT EX. DI -3C TO MH -1 MH -1, 3 TOP = 529.49 7 TOP = 527.00 69 L.F. OF 24 "0 RCP CL III PIPE 43 L.F. OF 24 "0 RCP CL III PIPE INV.IN = 521.89, INV.OUT= 521.78, - X, 7A INV.IN 519.00, INV.OUT 518.50, 3A S -1.16% S= 0.16% DI -7, GRATE TYPE III, W /IS -1 X. EX. DI -3A (TO REMAIN) 8 TOP = 524.00 4 TOP = 529.16 (PROVIDE OPENINGS FOR 6" UD'S) 62 L.F. OF 24 "0 RCP CL III PIPE 214 L.F. OF 24 "0 RCP CL III PIPE 8A = 4A INV.IN = 521.74, INV.OUT = 521.22, INV.IN = 518.40, INV.OUT 517.33, S -0.5% S= 0.84% DI -3B, L =20 X. EX. DI -3A (TO REMAIN) 60 W /IS -1 TOP = 532.29 TOP = 525.80 j3 i S a6 H „ x r i . ° , . P t >.. r °... _ O SSD 56 L.F. F. 0 F 4"0 0 PVC INV.IN 525.60, INV .OUT 519.44 4 l AgN d S= 11 00 % ` g aZ� h a 4� =1 r ,a iii r �p ■ 0 3 a �°' 58 L.F. OF 8 "0 PVC i INV.IN 525.60 INV.OUT 523.5 1 5 i ,✓ aka.' ':` Pi r !1 ✓ w �$ }° , Z yrt s $ >. i) ";s °> ✓, ,(1S�p G l S 3.62 Y '} 3y., lam✓ ,, >ii .. /= S 4 '�3� „/ �- t �. cs d 5 l r c3 ' a . } Q e : , __.. t `_ 92 L.F. OF 4 "f� PVC „ i'O' :1,.......,,,�° RD2 INV.IN = 525.25 INV.OUT = 523.5 I., <,�" S= 1.90% '" �`'1�� 40 0 40 80 101 I i av, ' a1S Wt •till r3YE SCALE IN FEET T5 NOTE: HDPE OR APPROVED EQUAL MAY \ BE SUBSTITUTED IN LIEU OF RCP CL III gdOo p . w.00 DRAINAGE AREA MAP PIPE FOR THE STORMWATER SYSTEM. HOWEVER, CULVERT #80 MUST REMAIN RCP CL III PIPE AS SPECIFIED. 10' „M� A DA= 0.42AC. OB1 DA= 0.26 AC. Do DA= 0.29 AC. G DA- 0.77 AC. 12 DA- 0.19 AC. I C= 0.60 C= 0.60 C= 0.56 C= 0.90 C= 0.59 T = 7 MIN T = 5 MIN T = 7 MIN Tc = 12 MIN Tc = 7 MIN I C C C 000 A 1 DA= 0.23 AC. H DA= 0.67 AC. J DA= 0.35 AC. I �� �•. B2 DA= 0.03 AC. E DA= 0.13 AC. C= 0.90 ( C C= 0. 78 C= 0.85 = 0.90 C= 0.72 TIC= 5 MIN T = 7 MIN - 6 MIN T = Tc = 5 MIN T c= 5 MIN c c C DA= 0.91 AC. _ 0.20 AC. 11 DA _ 0.50 AC. D K A B DA= 0.22 AC. F DA= 0.11 AC. C= 0.65 C= 0.75 C= 0.78 C= 0.80 C= 0.75 Tc= 5 MIN Tc= 8 MIN T = 5 MIN Tc= 7 MIN Tc= 5 MIN C _ °..W... _ .. _ _ ___ _ m_ _. L DA= 0.3 6 AC. ! Rummel, Klepper ,& Kahl, L .. Computations 'Consulting Engineers � j ( C= 0.52 I a 801 East Main Street ProjectNrame. MARTHA JEFFERERSON HEALTH SERVICE Date 614120 R r i € € c L iOt1: CH LOTTESV[ ` b : K ' Riclinioiid, A Dc AR ompttetl Y . A i f Tc 7 MIN t s 4 ': MIS '.0:3. 6' a• 93 >> 0 00: ,93 0:029 0:053 .3:80 ,2'• 0:526 0 083 1.566 :QO ti 9 0 QI-.1 .35 .$ r � ; , . `1' :93. 0 0 7, _ 4 0 46 0 9 22 :' 27: 4's 5 0' 82 63 7 0; 7 4: O':69 0, 1 1 3.3, 0.1.39 :166 6 5 6 9 68 ,0 1 1 -2 .23 0.7 1 Q 0 Q 0 0 2 O Q 3 0 0 0.9 0. R B. 0 0 1 = _ 6 5 1' 0 00 1 A 1 0,013 0:049 3: 0 53 0,013 0.265 _X40 Cil 3A 2,5 0:29 0,59 0.1 1,1 77 2' 2.5 1,11 0.00 0.18 0 :46 0,39 3,76 60 1 D 17213 1 20' 0.69 0.74 0.51 1 6,5 3,32 1 0.00 332 0.013 10.0221 9.38 2:. 0.213 0.083 3.773 20 3.32 0.00 QA 6, 0.46:10.13 5 7:05: 7 Table 2 - Culvert Summary Table: Culvert 1 Total Culvert Headwater Outlet Outlet Tailwater Inlet Control Flow Normal Critical Outlet Tailwater Discharge Discharge Elevation Depth (ft) Control Type Depth (ft) Depth (ft) Depth (ft) Depth (ft) Velocity Velocity (cfs) (cis} (ft) Depth (ft) (fUs) Otis) 0.88 0.88 519.80 0.504 0,000 1 -S2n 0.350 0.367 0.352 0.053 3.094 1.546 0.92 0.92 519.82 0.516 0.000 1 -S2n 0.359 0376 0.360 0.055 3.131 1.558 0.96 0.96 519.83 0.528 0.000 1 -S2n 0.367 0.383 0.368 0.055 3.170 1.624 1.00 1.00 519.84 0.540 0.000 1 -S2n 0.376 0.390 0 -376 0.057 3.205 1.633 1.04 1.04 519.85 0.552 0.000 1 -S2n 0.383 0.398 0.384 0.059 3.248 1.642 1.08 1.08 519.86 0.564 0.000 1 -S2n 90 0.405 0.394 0059 3.258 0 3 1.704 1.11 1 :11 519.88 0.575 0.000 1 -S2n 0.397 .412 1 .28 1.710 0.402 1.14 1.14 519.88 0.583 0.000 1 -S2n 0.401 0.417 0.407 0.063 3.315 1.696 1.19 1.19 519.89 0.592 0.000 1 -S2n 0.410 0.426 0.063 3.365 .77 0.416 1 3 1.23 1.23 519.90 0.603 0.000 1 -S2n 0.417 0.434 0.424 0,065 3.400 1.777 1.27 1.27 519.91 0.613 0.000 1 -S2n 0.424 0,441 0.431 .0 67 3.378 1.780 Inlet Elevation (invert): 519.30 ft, Outlet Elevation (invert): 519.05 It Culvert Length: 48.00 ft Culve rt Slope: 0.0052 F- N � H N � > o g o O W N ° ^ 42 L.F. OF 15 "0 RCP CL III PIPE INV.IN = 517.27, INV.OUT = 517.00, W o O r. � W 0 t/ /� OA a / UNDERGROUND DETENTION N °' 0 W 0 N U' F- W (5) 107 L.F. OF 48"0 RCP CL III DETENTION PIPE W > 9 � N ° z ~ � INV.IN = 516.50, INV.OUT = 516.10 00 ° a ° W /(2) 32'X5' JUNCTION MANIFOLDS. W °v 0 Y M.H., o � a A TOP = 522.80 , ° �° C" ° °L z INV. = 516.50 ° -° ^ O Z � N N M.H., � w C', el w TOP = 525.70 N W o � � a � B INV.- = 516.85 z N � 0� o U' N N a. O rn � m M.H., � w o � o c�1 I C TOP = 525.10 M ° N - o � a INV. = 516.75 g o w w o ^° M.H., a v n. IX 't •- to 4k TOP = 521.80 D INV. = 516.40 U0 14 L.F. OF 24"0 RCP CL III PIPE w U_ Q d 9A INV.IN = 516.37, INV.OUT = 516.28, N O � •-- S= 0.64% E -20 RATED °G ATE & INLET p 11 MODIFIED W/ INTERIOR WEIR WALL W - TOP= 522.10 U ~ V) (PROVIDE OPENINGS FOR 6" UD'S) i LL_ J X, EX. 80 L.F. OF 24 "0 RCP CL III PIPE W O Q 11A INV.IN 516.21, INV.OUT 511.71, (/) � Z S= 5.6% CL Z Q 48 L.F. OF 15 "0 RCP CL III PIPE � 80 INV.IN = 519.30, INV.OUT = 519.06, J S= 0.50% " FILTERRA" BOXES W_ W >: Z FB1 10'X6', TOP = 526.00 F63 8'X4', TOP = 522.10 I.- Z 0 F132 6'X4', TOP = 525.80 FB4 6'X6', TOP = 532.29 ZO U 0 IL Storm Drain Computations t Cansultm ] 3i Q meets € , I C 9 t 4 1801 East lTauY Street Pryect Name; MARTHA JEFFEERSON HEALTH SERVICE Date8 I i E € Rict ina n d N k Leaat rt, o CHARLOTTESVILLE 7 i CD mp y uteri by A K ._ - . _ -. �..._ _. I P rc� No. 809- 030-01' € C Fit;eiS2CI by g R-EPt9 _ - __ E € d { tit i�j� _ ~• C}j c 6 � •� U cu II. Q o < o. < cc � as cu � (D � .� CO, E Remarks v W CL EX20 EX1 0.77 0,60 0.46 0.46 145.0 12.00 3.62 1,76 534.95 523:70 522 :60 0,0076 36 8.2 58,0 0.29 G EX1 EX2 0.67 0,78 0.52 0:98 71:0 12;29 3;78 3,72 528.99 522:50 522.27 0.0032 18 3.4 6.0 .0,35 H 30 EX2 0,91 0.75 0,68 0,68 54.0 8:00 4,48 3,06 527.00 522:79 522:52 0.0050 15 3,7 4,5 0,24 G EX2 EX3 0.00 0:75 0 :00 1.67 33:0 12:65 3 :73 6.22 527.27 522:25 521:92 0.0100 18 5.9 10.5 ! 0.09 EX3 EX4 0,:00 0.75 0.00 1.67 69 :0 1274 3,72 6.20 529.49 521:89 521 <78 0:0016 24 2.9 90 0.40 EX4 EX5 0.11' 0;78 0:09 1..75 62:0 13,14 3.66 6:42 529,16 521,74 521.22 0,0084 24 6.6 20:7 0.1.6 F EX40 EX5 0.29 0.59 0.13 0.17 66,0 7.00 4,69 0,80 532.29 526.00 521.23 0,0723 15 14:1 17:3 0.08 d 'EX5 EX6 0,13 0.72 0.09 2:02 53:0 13 :30 3.64 7.35 528.44 521:18> 520,83' 0:0066 24 5.8 183 0.15 E EX6 7 0;00 0,72 0,00 0.44 1.48.0 13,45 3,63 1:60 527,93 520.67 519.95 0,0067 24 5:9 18.4 0:31 50 7 0.65 0,68 0:44 0.44 49:0 7:00 4.69 2;07 525.00 519:42 519:10 0.0065 15 4.2 5.2 0.19 A, Al 7 8 0,00 0:68 0,00 2,46 43.0 13:75 3.59 8.82 52700 519_00 517 :77 0.0286 24 12.2 38:2 0.06 8 9 0.48 0.79 0:38 2.84 214:0 13,81 3:58 90.17 524:00 517:67 516.60 0:0050 24 5.1 16 0 0:70 B, B1 ? 60 9 0 <69 0,74 0:5.1 0.51 42.0 7.00 4,69 2.39 524,80 5.17,27 517.00 0n0064 15 4.2 5.2 0.17 11,12 9 11 0:35 0:85 0:30 .3,65 14.0 14 :52 -3:50 1.2:76 521.80 516.37 516.28, 0,0064 24 .5,8 18.1 0:04 J 91 EX 12 0 :23 0:75 0.17 3..82 80 :0 14;56 3.49 1.3:34 522:10 516.21 511:71 0.0563 24 17,0 53:5 0 :08 K 0:� W W � J U Q a LL_ W U w p m Q W a � N Q O � O 07 O W Q W 00 z Y .. w U � Q Z Q = m � U-1 U U � ow V) C�iYo� J Q 0 1 s Rum 1, K%ppe 1 & Kahl, LLP Cai m 'i Solt _ g Engineers .._. .....rte., �._._.__. !- X841 East 1liaiii Street PrcectNattie MARTHA JEFFEIcRSCJN HEALTH SERVICE Date 614t2t�108x _ �Rsclinioiid, Y� LracOort € GHAE;LC)TTESVILIF I CDnipttecl by �AK ` 9 f 9jj Pt,. N o I 809- (1;30 -01 ` , C hecktcl by � R�flti9 ' I? F= < o ♦ ♦y � ro a) F- °' g � 0) � � � E Remarks EX20 EX1 077 0.60 046 0 :46 145 :0 12:40 5:00 •231 534.95 523:70 522,60 0,0076 36 8 :2 58,0 0 :29 G EX:9 EX2 0:67 0178 0.52 0 :98 71 :0 12:9 5:25 5.17 599 22.50 22:2 0. 032 98 3; 6.0 2 28; 5 5 .7 0.. 4 0 :35 ki 30 EX2 0.9.1 0.75 0.68 0:68 54,0 8;00 6:17 4:21 °527.00. 5221.79 522 :52 0.0050 15 3.7 4:5 0 :24 G EX2 EX3 0 :00 0.75 0:00 1.67 33 :0 12..65 5:19 "8,66 527,22 522 :25 821:92 0.0100 18 5 :9 14 :5 .0:.09'. EX3 EX4 0;00 0:75 0.00.' 1.67 69:0 12:74 618 8.63 529,49 521.89 521.78 Q.0016 24 2,.9 9.0 0i40 EX4 EX5 0.19 0 38 0.09 1.25 62:0 13.14 5:11 8,96 529 :96 521 74 521.22 0.0084 24 6;6 203 0 :16 F EX40 EX5 0:29 0:59- 0.17 0 :17 66:4 7 :00 6:44 1.10 532:29 826 :00 521:23 0.0723 1'5 14 :1 17.3 0 :08 D EX5 EX6 0:13 0.72 0.09 2 :02 '53,0 13,30 5 :08 'i 0,26 528,44 521:18 520 :83 0.0066 24 5:8 1.8:3 0 :15 E EX6 7 0,00 0.72 b.00 2:0 2 1 08 4 13,45 506 10,21 5 27.93 1 ' 520:67 5.9.95 0,0067 24 5 :9 18,4 0' :3 . _ 7 1 54 7 0,65 0.44 0.44 49 :0 7.00 6:44 2;84 525:00 519:42 519.10 0.0068 15 4:2 5:2 0;99 A, Al 7 0 0 3 0 :68 0.00 2 :46 43:0 13.75 5 01 12,33 527.00 519:00 51737 U286 2 4 12 2 38 2 006 . 0 8 9 0.48 0.7 0.38 2,84 1181 5 :00 5 9 214.0:. 14:20 24,00. 817.67 516 :60 00050 24 51 16.0 430. B, 60 9 0,69 0.74 0.61 0.51.... :QO 6 3 9 52 5 42.0 7 .44 ,2 4.80 17.27 51700 0.0064 95 4:2 5.2 0 :17 11;12 9 11 0 :35 0. a 5 0,30 3,65 14:0 14;50 4:89 17 :85 521:80 59.6 :37 51.6.28 0.0064 24 5:8 1.8.1 0:04 J 11 EX12 0'.:23 0.75 0:17 3.82 80 :0 14.56 4;89 18,67 522:10 816 2.1 511.71 0 :0563 24 17.0 53 :5 0 :08 i< O N O d. a� W � N �NCO J WOE ~�M 0 ON cf)Vo W �- `tiJ N C a� •U J d c C A EL rn m m c o V 0 U N N m SDP 2009 -00034 W i No. $ $(�.t�30 -01 C Checked b E , I t INLET Q W w Q Q Q Q Qt S S S Six T T W W - a Qb T T tla � 4 OJ U w U) .-, t -Oil Q C7 u1' L f�J. 0 0: Q C7' d O ( d O _ J LLI L ? O U. p � Z U K p t t7 0 F- . t 1 W K' r 0 a r ' M 0 '� a = V = d dtv}: cc . Z. Z: � }- E ETC � Z L LL t t f �: 0 � L Z Q . Z UJI C�.1 O O d O 0 0 d a a. AC. 3 3 i in/hr c cfs c cfs F Frt F FTI F {�t} { FTI l lRl F F"T °`. c { ti ( (FIT.), { cfs c cfs {Fr) ( (FT) { {FTf EX4 0 00A 2 25 0 0,11 Q Q.78 0 0.09 6 6,6 0 0.56 0 0.00 0 0.56 0 0;011 0 0:020 5 5:26: 1 1 2' 0 0,38 . .0.083 4 4:1.5 2 25 1 1 0,56 O O :OQ 0 0.12 0 0,46 0 0.26 5 5,82': EX6__ D D 3A 2 2:5 0 0 13 0 2 : :61.00 Q 4' 7 Q 3 0 0 00 0 0:3 ' 0 0:018 0 0.027 3 3:43 0 2 0 0 584 0 0:083 3 3. 7 1 1 3 3.3 0 0„139 0 0.16 4 4,7 2 2 5 0 0 0 0 28 1 1 . i y 7 Table 2 - Culvert Summary Table: Culvert 1 Total Culvert Headwater Outlet Outlet Tailwater Inlet Control Flow Normal Critical Outlet Tailwater Discharge Discharge Elevation Depth (ft) Control Type Depth (ft) Depth (ft) Depth (ft) Depth (ft) Velocity Velocity (cfs) (cis} (ft) Depth (ft) (fUs) Otis) 0.88 0.88 519.80 0.504 0,000 1 -S2n 0.350 0.367 0.352 0.053 3.094 1.546 0.92 0.92 519.82 0.516 0.000 1 -S2n 0.359 0376 0.360 0.055 3.131 1.558 0.96 0.96 519.83 0.528 0.000 1 -S2n 0.367 0.383 0.368 0.055 3.170 1.624 1.00 1.00 519.84 0.540 0.000 1 -S2n 0.376 0.390 0 -376 0.057 3.205 1.633 1.04 1.04 519.85 0.552 0.000 1 -S2n 0.383 0.398 0.384 0.059 3.248 1.642 1.08 1.08 519.86 0.564 0.000 1 -S2n 90 0.405 0.394 0059 3.258 0 3 1.704 1.11 1 :11 519.88 0.575 0.000 1 -S2n 0.397 .412 1 .28 1.710 0.402 1.14 1.14 519.88 0.583 0.000 1 -S2n 0.401 0.417 0.407 0.063 3.315 1.696 1.19 1.19 519.89 0.592 0.000 1 -S2n 0.410 0.426 0.063 3.365 .77 0.416 1 3 1.23 1.23 519.90 0.603 0.000 1 -S2n 0.417 0.434 0.424 0,065 3.400 1.777 1.27 1.27 519.91 0.613 0.000 1 -S2n 0.424 0,441 0.431 .0 67 3.378 1.780 Inlet Elevation (invert): 519.30 ft, Outlet Elevation (invert): 519.05 It Culvert Length: 48.00 ft Culve rt Slope: 0.0052 F- N � H N � > o g o O W N ° ^ 42 L.F. OF 15 "0 RCP CL III PIPE INV.IN = 517.27, INV.OUT = 517.00, W o O r. � W 0 t/ /� OA a / UNDERGROUND DETENTION N °' 0 W 0 N U' F- W (5) 107 L.F. OF 48"0 RCP CL III DETENTION PIPE W > 9 � N ° z ~ � INV.IN = 516.50, INV.OUT = 516.10 00 ° a ° W /(2) 32'X5' JUNCTION MANIFOLDS. W °v 0 Y M.H., o � a A TOP = 522.80 , ° �° C" ° °L z INV. = 516.50 ° -° ^ O Z � N N M.H., � w C', el w TOP = 525.70 N W o � � a � B INV.- = 516.85 z N � 0� o U' N N a. O rn � m M.H., � w o � o c�1 I C TOP = 525.10 M ° N - o � a INV. = 516.75 g o w w o ^° M.H., a v n. IX 't •- to 4k TOP = 521.80 D INV. = 516.40 U0 14 L.F. OF 24"0 RCP CL III PIPE w U_ Q d 9A INV.IN = 516.37, INV.OUT = 516.28, N O � •-- S= 0.64% E -20 RATED °G ATE & INLET p 11 MODIFIED W/ INTERIOR WEIR WALL W - TOP= 522.10 U ~ V) (PROVIDE OPENINGS FOR 6" UD'S) i LL_ J X, EX. 80 L.F. OF 24 "0 RCP CL III PIPE W O Q 11A INV.IN 516.21, INV.OUT 511.71, (/) � Z S= 5.6% CL Z Q 48 L.F. OF 15 "0 RCP CL III PIPE � 80 INV.IN = 519.30, INV.OUT = 519.06, J S= 0.50% " FILTERRA" BOXES W_ W >: Z FB1 10'X6', TOP = 526.00 F63 8'X4', TOP = 522.10 I.- Z 0 F132 6'X4', TOP = 525.80 FB4 6'X6', TOP = 532.29 ZO U 0 IL Storm Drain Computations t Cansultm ] 3i Q meets € , I C 9 t 4 1801 East lTauY Street Pryect Name; MARTHA JEFFEERSON HEALTH SERVICE Date8 I i E € Rict ina n d N k Leaat rt, o CHARLOTTESVILLE 7 i CD mp y uteri by A K ._ - . _ -. �..._ _. I P rc� No. 809- 030-01' € C Fit;eiS2CI by g R-EPt9 _ - __ E € d { tit i�j� _ ~• C}j c 6 � •� U cu II. Q o < o. < cc � as cu � (D � .� CO, E Remarks v W CL EX20 EX1 0.77 0,60 0.46 0.46 145.0 12.00 3.62 1,76 534.95 523:70 522 :60 0,0076 36 8.2 58,0 0.29 G EX1 EX2 0.67 0,78 0.52 0:98 71:0 12;29 3;78 3,72 528.99 522:50 522.27 0.0032 18 3.4 6.0 .0,35 H 30 EX2 0,91 0.75 0,68 0,68 54.0 8:00 4,48 3,06 527.00 522:79 522:52 0.0050 15 3,7 4,5 0,24 G EX2 EX3 0.00 0:75 0 :00 1.67 33:0 12:65 3 :73 6.22 527.27 522:25 521:92 0.0100 18 5.9 10.5 ! 0.09 EX3 EX4 0,:00 0.75 0.00 1.67 69 :0 1274 3,72 6.20 529.49 521:89 521 <78 0:0016 24 2.9 90 0.40 EX4 EX5 0.11' 0;78 0:09 1..75 62:0 13,14 3.66 6:42 529,16 521,74 521.22 0,0084 24 6.6 20:7 0.1.6 F EX40 EX5 0.29 0.59 0.13 0.17 66,0 7.00 4,69 0,80 532.29 526.00 521.23 0,0723 15 14:1 17:3 0.08 d 'EX5 EX6 0,13 0.72 0.09 2:02 53:0 13 :30 3.64 7.35 528.44 521:18> 520,83' 0:0066 24 5.8 183 0.15 E EX6 7 0;00 0,72 0,00 0.44 1.48.0 13,45 3,63 1:60 527,93 520.67 519.95 0,0067 24 5:9 18.4 0:31 50 7 0.65 0,68 0:44 0.44 49:0 7:00 4.69 2;07 525.00 519:42 519:10 0.0065 15 4.2 5.2 0.19 A, Al 7 8 0,00 0:68 0,00 2,46 43.0 13:75 3.59 8.82 52700 519_00 517 :77 0.0286 24 12.2 38:2 0.06 8 9 0.48 0.79 0:38 2.84 214:0 13,81 3:58 90.17 524:00 517:67 516.60 0:0050 24 5.1 16 0 0:70 B, B1 ? 60 9 0 <69 0,74 0:5.1 0.51 42.0 7.00 4,69 2.39 524,80 5.17,27 517.00 0n0064 15 4.2 5.2 0.17 11,12 9 11 0:35 0:85 0:30 .3,65 14.0 14 :52 -3:50 1.2:76 521.80 516.37 516.28, 0,0064 24 .5,8 18.1 0:04 J 91 EX 12 0 :23 0:75 0.17 3..82 80 :0 14;56 3.49 1.3:34 522:10 516.21 511:71 0.0563 24 17,0 53:5 0 :08 K 0:� W W � J U Q a LL_ W U w p m Q W a � N Q O � O 07 O W Q W 00 z Y .. w U � Q Z Q = m � U-1 U U � ow V) C�iYo� J Q 0 1 s Rum 1, K%ppe 1 & Kahl, LLP Cai m 'i Solt _ g Engineers .._. .....rte., �._._.__. !- X841 East 1liaiii Street PrcectNattie MARTHA JEFFEIcRSCJN HEALTH SERVICE Date 614t2t�108x _ �Rsclinioiid, Y� LracOort € GHAE;LC)TTESVILIF I CDnipttecl by �AK ` 9 f 9jj Pt,. N o I 809- (1;30 -01 ` , C hecktcl by � R�flti9 ' I? F= < o ♦ ♦y � ro a) F- °' g � 0) � � � E Remarks EX20 EX1 077 0.60 046 0 :46 145 :0 12:40 5:00 •231 534.95 523:70 522,60 0,0076 36 8 :2 58,0 0 :29 G EX:9 EX2 0:67 0178 0.52 0 :98 71 :0 12:9 5:25 5.17 599 22.50 22:2 0. 032 98 3; 6.0 2 28; 5 5 .7 0.. 4 0 :35 ki 30 EX2 0.9.1 0.75 0.68 0:68 54,0 8;00 6:17 4:21 °527.00. 5221.79 522 :52 0.0050 15 3.7 4:5 0 :24 G EX2 EX3 0 :00 0.75 0:00 1.67 33 :0 12..65 5:19 "8,66 527,22 522 :25 821:92 0.0100 18 5 :9 14 :5 .0:.09'. EX3 EX4 0;00 0:75 0.00.' 1.67 69:0 12:74 618 8.63 529,49 521.89 521.78 Q.0016 24 2,.9 9.0 0i40 EX4 EX5 0.19 0 38 0.09 1.25 62:0 13.14 5:11 8,96 529 :96 521 74 521.22 0.0084 24 6;6 203 0 :16 F EX40 EX5 0:29 0:59- 0.17 0 :17 66:4 7 :00 6:44 1.10 532:29 826 :00 521:23 0.0723 1'5 14 :1 17.3 0 :08 D EX5 EX6 0:13 0.72 0.09 2 :02 '53,0 13,30 5 :08 'i 0,26 528,44 521:18 520 :83 0.0066 24 5:8 1.8:3 0 :15 E EX6 7 0,00 0.72 b.00 2:0 2 1 08 4 13,45 506 10,21 5 27.93 1 ' 520:67 5.9.95 0,0067 24 5 :9 18,4 0' :3 . _ 7 1 54 7 0,65 0.44 0.44 49 :0 7.00 6:44 2;84 525:00 519:42 519.10 0.0068 15 4:2 5:2 0;99 A, Al 7 0 0 3 0 :68 0.00 2 :46 43:0 13.75 5 01 12,33 527.00 519:00 51737 U286 2 4 12 2 38 2 006 . 0 8 9 0.48 0.7 0.38 2,84 1181 5 :00 5 9 214.0:. 14:20 24,00. 817.67 516 :60 00050 24 51 16.0 430. B, 60 9 0,69 0.74 0.61 0.51.... :QO 6 3 9 52 5 42.0 7 .44 ,2 4.80 17.27 51700 0.0064 95 4:2 5.2 0 :17 11;12 9 11 0 :35 0. a 5 0,30 3,65 14:0 14;50 4:89 17 :85 521:80 59.6 :37 51.6.28 0.0064 24 5:8 1.8.1 0:04 J 11 EX12 0'.:23 0.75 0:17 3.82 80 :0 14.56 4;89 18,67 522:10 816 2.1 511.71 0 :0563 24 17.0 53 :5 0 :08 i< O N O d. a� W � N �NCO J WOE ~�M 0 ON cf)Vo W �- `tiJ N C a� •U J d c C A EL rn m m c o V 0 U N N m SDP 2009 -00034 W 0.0052 F- N � H N � > o g o O W N ° ^ 42 L.F. OF 15 "0 RCP CL III PIPE INV.IN = 517.27, INV.OUT = 517.00, W o O r. � W 0 t/ /� OA a / UNDERGROUND DETENTION N °' 0 W 0 N U' F- W (5) 107 L.F. OF 48"0 RCP CL III DETENTION PIPE W > 9 � N ° z ~ � INV.IN = 516.50, INV.OUT = 516.10 00 ° a ° W /(2) 32'X5' JUNCTION MANIFOLDS. W °v 0 Y M.H., o � a A TOP = 522.80 , ° �° C" ° °L z INV. = 516.50 ° -° ^ O Z � N N M.H., � w C', el w TOP = 525.70 N W o � � a � B INV.- = 516.85 z N � 0� o U' N N a. O rn � m M.H., � w o � o c�1 I C TOP = 525.10 M ° N - o � a INV. = 516.75 g o w w o ^° M.H., a v n. IX 't •- to 4k TOP = 521.80 D INV. = 516.40 U0 14 L.F. OF 24"0 RCP CL III PIPE w U_ Q d 9A INV.IN = 516.37, INV.OUT = 516.28, N O � •-- S= 0.64% E -20 RATED °G ATE & INLET p 11 MODIFIED W/ INTERIOR WEIR WALL W - TOP= 522.10 U ~ V) (PROVIDE OPENINGS FOR 6" UD'S) i LL_ J X, EX. 80 L.F. OF 24 "0 RCP CL III PIPE W O Q 11A INV.IN 516.21, INV.OUT 511.71, (/) � Z S= 5.6% CL Z Q 48 L.F. OF 15 "0 RCP CL III PIPE � 80 INV.IN = 519.30, INV.OUT = 519.06, J S= 0.50% " FILTERRA" BOXES W_ W >: Z FB1 10'X6', TOP = 526.00 F63 8'X4', TOP = 522.10 I.- Z 0 F132 6'X4', TOP = 525.80 FB4 6'X6', TOP = 532.29 ZO U 0 IL Storm Drain Computations t Cansultm ] 3i Q meets € , I C 9 t 4 1801 East lTauY Street Pryect Name; MARTHA JEFFEERSON HEALTH SERVICE Date8 I i E € Rict ina n d N k Leaat rt, o CHARLOTTESVILLE 7 i CD mp y uteri by A K ._ - . _ -. �..._ _. I P rc� No. 809- 030-01' € C Fit;eiS2CI by g R-EPt9 _ - __ E € d { tit i�j� _ ~• C}j c 6 � •� U cu II. Q o < o. < cc � as cu � (D � .� CO, E Remarks v W CL EX20 EX1 0.77 0,60 0.46 0.46 145.0 12.00 3.62 1,76 534.95 523:70 522 :60 0,0076 36 8.2 58,0 0.29 G EX1 EX2 0.67 0,78 0.52 0:98 71:0 12;29 3;78 3,72 528.99 522:50 522.27 0.0032 18 3.4 6.0 .0,35 H 30 EX2 0,91 0.75 0,68 0,68 54.0 8:00 4,48 3,06 527.00 522:79 522:52 0.0050 15 3,7 4,5 0,24 G EX2 EX3 0.00 0:75 0 :00 1.67 33:0 12:65 3 :73 6.22 527.27 522:25 521:92 0.0100 18 5.9 10.5 ! 0.09 EX3 EX4 0,:00 0.75 0.00 1.67 69 :0 1274 3,72 6.20 529.49 521:89 521 <78 0:0016 24 2.9 90 0.40 EX4 EX5 0.11' 0;78 0:09 1..75 62:0 13,14 3.66 6:42 529,16 521,74 521.22 0,0084 24 6.6 20:7 0.1.6 F EX40 EX5 0.29 0.59 0.13 0.17 66,0 7.00 4,69 0,80 532.29 526.00 521.23 0,0723 15 14:1 17:3 0.08 d 'EX5 EX6 0,13 0.72 0.09 2:02 53:0 13 :30 3.64 7.35 528.44 521:18> 520,83' 0:0066 24 5.8 183 0.15 E EX6 7 0;00 0,72 0,00 0.44 1.48.0 13,45 3,63 1:60 527,93 520.67 519.95 0,0067 24 5:9 18.4 0:31 50 7 0.65 0,68 0:44 0.44 49:0 7:00 4.69 2;07 525.00 519:42 519:10 0.0065 15 4.2 5.2 0.19 A, Al 7 8 0,00 0:68 0,00 2,46 43.0 13:75 3.59 8.82 52700 519_00 517 :77 0.0286 24 12.2 38:2 0.06 8 9 0.48 0.79 0:38 2.84 214:0 13,81 3:58 90.17 524:00 517:67 516.60 0:0050 24 5.1 16 0 0:70 B, B1 ? 60 9 0 <69 0,74 0:5.1 0.51 42.0 7.00 4,69 2.39 524,80 5.17,27 517.00 0n0064 15 4.2 5.2 0.17 11,12 9 11 0:35 0:85 0:30 .3,65 14.0 14 :52 -3:50 1.2:76 521.80 516.37 516.28, 0,0064 24 .5,8 18.1 0:04 J 91 EX 12 0 :23 0:75 0.17 3..82 80 :0 14;56 3.49 1.3:34 522:10 516.21 511:71 0.0563 24 17,0 53:5 0 :08 K 0:� W W � J U Q a LL_ W U w p m Q W a � N Q O � O 07 O W Q W 00 z Y .. w U � Q Z Q = m � U-1 U U � ow V) C�iYo� J Q 0 1 s Rum 1, K%ppe 1 & Kahl, LLP Cai m 'i Solt _ g Engineers .._. .....rte., �._._.__. !- X841 East 1liaiii Street PrcectNattie MARTHA JEFFEIcRSCJN HEALTH SERVICE Date 614t2t�108x _ �Rsclinioiid, Y� LracOort € GHAE;LC)TTESVILIF I CDnipttecl by �AK ` 9 f 9jj Pt,. N o I 809- (1;30 -01 ` , C hecktcl by � R�flti9 ' I? F= < o ♦ ♦y � ro a) F- °' g � 0) � � � E Remarks EX20 EX1 077 0.60 046 0 :46 145 :0 12:40 5:00 •231 534.95 523:70 522,60 0,0076 36 8 :2 58,0 0 :29 G EX:9 EX2 0:67 0178 0.52 0 :98 71 :0 12:9 5:25 5.17 599 22.50 22:2 0. 032 98 3; 6.0 2 28; 5 5 .7 0.. 4 0 :35 ki 30 EX2 0.9.1 0.75 0.68 0:68 54,0 8;00 6:17 4:21 °527.00. 5221.79 522 :52 0.0050 15 3.7 4:5 0 :24 G EX2 EX3 0 :00 0.75 0:00 1.67 33 :0 12..65 5:19 "8,66 527,22 522 :25 821:92 0.0100 18 5 :9 14 :5 .0:.09'. EX3 EX4 0;00 0:75 0.00.' 1.67 69:0 12:74 618 8.63 529,49 521.89 521.78 Q.0016 24 2,.9 9.0 0i40 EX4 EX5 0.19 0 38 0.09 1.25 62:0 13.14 5:11 8,96 529 :96 521 74 521.22 0.0084 24 6;6 203 0 :16 F EX40 EX5 0:29 0:59- 0.17 0 :17 66:4 7 :00 6:44 1.10 532:29 826 :00 521:23 0.0723 1'5 14 :1 17.3 0 :08 D EX5 EX6 0:13 0.72 0.09 2 :02 '53,0 13,30 5 :08 'i 0,26 528,44 521:18 520 :83 0.0066 24 5:8 1.8:3 0 :15 E EX6 7 0,00 0.72 b.00 2:0 2 1 08 4 13,45 506 10,21 5 27.93 1 ' 520:67 5.9.95 0,0067 24 5 :9 18,4 0' :3 . _ 7 1 54 7 0,65 0.44 0.44 49 :0 7.00 6:44 2;84 525:00 519:42 519.10 0.0068 15 4:2 5:2 0;99 A, Al 7 0 0 3 0 :68 0.00 2 :46 43:0 13.75 5 01 12,33 527.00 519:00 51737 U286 2 4 12 2 38 2 006 . 0 8 9 0.48 0.7 0.38 2,84 1181 5 :00 5 9 214.0:. 14:20 24,00. 817.67 516 :60 00050 24 51 16.0 430. B, 60 9 0,69 0.74 0.61 0.51.... :QO 6 3 9 52 5 42.0 7 .44 ,2 4.80 17.27 51700 0.0064 95 4:2 5.2 0 :17 11;12 9 11 0 :35 0. a 5 0,30 3,65 14:0 14;50 4:89 17 :85 521:80 59.6 :37 51.6.28 0.0064 24 5:8 1.8.1 0:04 J 11 EX12 0'.:23 0.75 0:17 3.82 80 :0 14.56 4;89 18,67 522:10 816 2.1 511.71 0 :0563 24 17.0 53 :5 0 :08 i< O N O d. a� W � N �NCO J WOE ~�M 0 ON cf)Vo W �- `tiJ N C a� •U J d c C A EL rn m m c o V 0 U N N m SDP 2009 -00034 W 0,0064 24 .5,8 18.1 0:04 J 91 EX 12 0 :23 0:75 0.17 3..82 80 :0 14;56 3.49 1.3:34 522:10 516.21 511:71 0.0563 24 17,0 53:5 0 :08 K 0:� W W � J U Q a LL_ W U w p m Q W a � N Q O � O 07 O W Q W 00 z Y .. w U � Q Z Q = m � U-1 U U � ow V) C�iYo� J Q 0 1 s Rum 1, K%ppe 1 & Kahl, LLP Cai m 'i Solt _ g Engineers .._. .....rte., �._._.__. !- X841 East 1liaiii Street PrcectNattie MARTHA JEFFEIcRSCJN HEALTH SERVICE Date 614t2t�108x _ �Rsclinioiid, Y� LracOort € GHAE;LC)TTESVILIF I CDnipttecl by �AK ` 9 f 9jj Pt,. N o I 809- (1;30 -01 ` , C hecktcl by � R�flti9 ' I? F= < o ♦ ♦y � ro a) F- °' g � 0) � � � E Remarks EX20 EX1 077 0.60 046 0 :46 145 :0 12:40 5:00 •231 534.95 523:70 522,60 0,0076 36 8 :2 58,0 0 :29 G EX:9 EX2 0:67 0178 0.52 0 :98 71 :0 12:9 5:25 5.17 599 22.50 22:2 0. 032 98 3; 6.0 2 28; 5 5 .7 0.. 4 0 :35 ki 30 EX2 0.9.1 0.75 0.68 0:68 54,0 8;00 6:17 4:21 °527.00. 5221.79 522 :52 0.0050 15 3.7 4:5 0 :24 G EX2 EX3 0 :00 0.75 0:00 1.67 33 :0 12..65 5:19 "8,66 527,22 522 :25 821:92 0.0100 18 5 :9 14 :5 .0:.09'. EX3 EX4 0;00 0:75 0.00.' 1.67 69:0 12:74 618 8.63 529,49 521.89 521.78 Q.0016 24 2,.9 9.0 0i40 EX4 EX5 0.19 0 38 0.09 1.25 62:0 13.14 5:11 8,96 529 :96 521 74 521.22 0.0084 24 6;6 203 0 :16 F EX40 EX5 0:29 0:59- 0.17 0 :17 66:4 7 :00 6:44 1.10 532:29 826 :00 521:23 0.0723 1'5 14 :1 17.3 0 :08 D EX5 EX6 0:13 0.72 0.09 2 :02 '53,0 13,30 5 :08 'i 0,26 528,44 521:18 520 :83 0.0066 24 5:8 1.8:3 0 :15 E EX6 7 0,00 0.72 b.00 2:0 2 1 08 4 13,45 506 10,21 5 27.93 1 ' 520:67 5.9.95 0,0067 24 5 :9 18,4 0' :3 . _ 7 1 54 7 0,65 0.44 0.44 49 :0 7.00 6:44 2;84 525:00 519:42 519.10 0.0068 15 4:2 5:2 0;99 A, Al 7 0 0 3 0 :68 0.00 2 :46 43:0 13.75 5 01 12,33 527.00 519:00 51737 U286 2 4 12 2 38 2 006 . 0 8 9 0.48 0.7 0.38 2,84 1181 5 :00 5 9 214.0:. 14:20 24,00. 817.67 516 :60 00050 24 51 16.0 430. B, 60 9 0,69 0.74 0.61 0.51.... :QO 6 3 9 52 5 42.0 7 .44 ,2 4.80 17.27 51700 0.0064 95 4:2 5.2 0 :17 11;12 9 11 0 :35 0. a 5 0,30 3,65 14:0 14;50 4:89 17 :85 521:80 59.6 :37 51.6.28 0.0064 24 5:8 1.8.1 0:04 J 11 EX12 0'.:23 0.75 0:17 3.82 80 :0 14.56 4;89 18,67 522:10 816 2.1 511.71 0 :0563 24 17.0 53 :5 0 :08 i< O N O d. a� W � N �NCO J WOE ~�M 0 ON cf)Vo W �- `tiJ N C a� •U J d c C A EL rn m m c o V 0 U N N m SDP 2009 -00034 W C�iYo� J Q 0 1 s Rum 1, K%ppe 1 & Kahl, LLP Cai m 'i Solt _ g Engineers .._. .....rte., �._._.__. !- X841 East 1liaiii Street PrcectNattie MARTHA JEFFEIcRSCJN HEALTH SERVICE Date 614t2t�108x _ �Rsclinioiid, Y� LracOort € GHAE;LC)TTESVILIF I CDnipttecl by �AK ` 9 f 9jj Pt,. N o I 809- (1;30 -01 ` , C hecktcl by � R�flti9 ' I? F= < o ♦ ♦y � ro a) F- °' g � 0) � � � E Remarks EX20 EX1 077 0.60 046 0 :46 145 :0 12:40 5:00 •231 534.95 523:70 522,60 0,0076 36 8 :2 58,0 0 :29 G EX:9 EX2 0:67 0178 0.52 0 :98 71 :0 12:9 5:25 5.17 599 22.50 22:2 0. 032 98 3; 6.0 2 28; 5 5 .7 0.. 4 0 :35 ki 30 EX2 0.9.1 0.75 0.68 0:68 54,0 8;00 6:17 4:21 °527.00. 5221.79 522 :52 0.0050 15 3.7 4:5 0 :24 G EX2 EX3 0 :00 0.75 0:00 1.67 33 :0 12..65 5:19 "8,66 527,22 522 :25 821:92 0.0100 18 5 :9 14 :5 .0:.09'. EX3 EX4 0;00 0:75 0.00.' 1.67 69:0 12:74 618 8.63 529,49 521.89 521.78 Q.0016 24 2,.9 9.0 0i40 EX4 EX5 0.19 0 38 0.09 1.25 62:0 13.14 5:11 8,96 529 :96 521 74 521.22 0.0084 24 6;6 203 0 :16 F EX40 EX5 0:29 0:59- 0.17 0 :17 66:4 7 :00 6:44 1.10 532:29 826 :00 521:23 0.0723 1'5 14 :1 17.3 0 :08 D EX5 EX6 0:13 0.72 0.09 2 :02 '53,0 13,30 5 :08 'i 0,26 528,44 521:18 520 :83 0.0066 24 5:8 1.8:3 0 :15 E EX6 7 0,00 0.72 b.00 2:0 2 1 08 4 13,45 506 10,21 5 27.93 1 ' 520:67 5.9.95 0,0067 24 5 :9 18,4 0' :3 . _ 7 1 54 7 0,65 0.44 0.44 49 :0 7.00 6:44 2;84 525:00 519:42 519.10 0.0068 15 4:2 5:2 0;99 A, Al 7 0 0 3 0 :68 0.00 2 :46 43:0 13.75 5 01 12,33 527.00 519:00 51737 U286 2 4 12 2 38 2 006 . 0 8 9 0.48 0.7 0.38 2,84 1181 5 :00 5 9 214.0:. 14:20 24,00. 817.67 516 :60 00050 24 51 16.0 430. B, 60 9 0,69 0.74 0.61 0.51.... :QO 6 3 9 52 5 42.0 7 .44 ,2 4.80 17.27 51700 0.0064 95 4:2 5.2 0 :17 11;12 9 11 0 :35 0. a 5 0,30 3,65 14:0 14;50 4:89 17 :85 521:80 59.6 :37 51.6.28 0.0064 24 5:8 1.8.1 0:04 J 11 EX12 0'.:23 0.75 0:17 3.82 80 :0 14.56 4;89 18,67 522:10 816 2.1 511.71 0 :0563 24 17.0 53 :5 0 :08 i< O N O d. a� W � N �NCO J WOE ~�M 0 ON cf)Vo W �- `tiJ N C a� •U J d c C A EL rn m m c o V 0 U N N m SDP 2009 -00034 W 0 1 s Rum 1, K%ppe 1 & Kahl, LLP Cai m 'i Solt _ g Engineers .._. .....rte., �._._.__. !- X841 East 1liaiii Street PrcectNattie MARTHA JEFFEIcRSCJN HEALTH SERVICE Date 614t2t�108x _ �Rsclinioiid, Y� LracOort € GHAE;LC)TTESVILIF I CDnipttecl by �AK ` 9 f 9jj Pt,. N o I 809- (1;30 -01 ` , C hecktcl by � R�flti9 ' I? F= < o ♦ ♦y � ro a) F- °' g � 0) � � � E Remarks EX20 EX1 077 0.60 046 0 :46 145 :0 12:40 5:00 •231 534.95 523:70 522,60 0,0076 36 8 :2 58,0 0 :29 G EX:9 EX2 0:67 0178 0.52 0 :98 71 :0 12:9 5:25 5.17 599 22.50 22:2 0. 032 98 3; 6.0 2 28; 5 5 .7 0.. 4 0 :35 ki 30 EX2 0.9.1 0.75 0.68 0:68 54,0 8;00 6:17 4:21 °527.00. 5221.79 522 :52 0.0050 15 3.7 4:5 0 :24 G EX2 EX3 0 :00 0.75 0:00 1.67 33 :0 12..65 5:19 "8,66 527,22 522 :25 821:92 0.0100 18 5 :9 14 :5 .0:.09'. EX3 EX4 0;00 0:75 0.00.' 1.67 69:0 12:74 618 8.63 529,49 521.89 521.78 Q.0016 24 2,.9 9.0 0i40 EX4 EX5 0.19 0 38 0.09 1.25 62:0 13.14 5:11 8,96 529 :96 521 74 521.22 0.0084 24 6;6 203 0 :16 F EX40 EX5 0:29 0:59- 0.17 0 :17 66:4 7 :00 6:44 1.10 532:29 826 :00 521:23 0.0723 1'5 14 :1 17.3 0 :08 D EX5 EX6 0:13 0.72 0.09 2 :02 '53,0 13,30 5 :08 'i 0,26 528,44 521:18 520 :83 0.0066 24 5:8 1.8:3 0 :15 E EX6 7 0,00 0.72 b.00 2:0 2 1 08 4 13,45 506 10,21 5 27.93 1 ' 520:67 5.9.95 0,0067 24 5 :9 18,4 0' :3 . _ 7 1 54 7 0,65 0.44 0.44 49 :0 7.00 6:44 2;84 525:00 519:42 519.10 0.0068 15 4:2 5:2 0;99 A, Al 7 0 0 3 0 :68 0.00 2 :46 43:0 13.75 5 01 12,33 527.00 519:00 51737 U286 2 4 12 2 38 2 006 . 0 8 9 0.48 0.7 0.38 2,84 1181 5 :00 5 9 214.0:. 14:20 24,00. 817.67 516 :60 00050 24 51 16.0 430. B, 60 9 0,69 0.74 0.61 0.51.... :QO 6 3 9 52 5 42.0 7 .44 ,2 4.80 17.27 51700 0.0064 95 4:2 5.2 0 :17 11;12 9 11 0 :35 0. a 5 0,30 3,65 14:0 14;50 4:89 17 :85 521:80 59.6 :37 51.6.28 0.0064 24 5:8 1.8.1 0:04 J 11 EX12 0'.:23 0.75 0:17 3.82 80 :0 14.56 4;89 18,67 522:10 816 2.1 511.71 0 :0563 24 17.0 53 :5 0 :08 i< O N O d. a� W � N �NCO J WOE ~�M 0 ON cf)Vo W �- `tiJ N C a� •U J d c C A EL rn m m c o V 0 U N N m SDP 2009 -00034 W rn m m c o V 0 U N N m SDP 2009 -00034 W SAR KIM LIGHTING revision Archetype® revision 12/27/12 •kl_sarhid_spec.pdf Type: Approvals: Job: Catalog number: Mtg. Fixture Electrical Module Finish Options Optional I See pages 3-4 Vertical See page 2 Slipfitter Mount See page 5 Date: Select pole from Kim Pole Catalog. If pole is provided by others indicate O.D.for arm fitting. Page: 1 of 5 Specifications Housing:One-piece die-cast, low copper(<0.6%Cu)aluminum alloy with integral cooling ribs over the optical chamber and electrical compartment. Solid barrier wall separates optical and electrical 70 to 150 watt compartments. Double-thick wall with gussets on the support-arm Medium Bate mounting end.The fixture's housing forms a half cylinder with 58°front Maximum Fixture weight (150HPS) = 25 lb face plane providing a recess to allow a flush single-latch detail. All hardware is stainless steel or electro-zinc plated steel. Lens Frame: One-piece die-cast, low copper(<0.6%Cu) aluminum alloy lens frame with 1" minimum depth around the gasket flange. Integral hinges with stainless steel pins provide no-tool mounting and r 5"1 removal from housing. Single die-cast aluminum am-latch provides positive locking and sealing of the optical chamber by a one piece extruded and vulcanized silicone gasket to provide an IP66 rating for r: \61 I " the optical module. Clear 3/s"thick tempered glass lens retained by eight steel clips with full silicone gasketing around the perimeter. —171/8' Reflector Module: Specular Alzak' optical segments are rigidly U 43/4" mounted within a die-cast aluminum enclosure that attaches to the housing as a one-piece module. Reflector module is field rotatable in 90 13/-) f_ 12" Arm ° increments. PMH pu medium base. All reflector and HPS mosockets dules are are porcelain factory prewire4KV lse d with cross-section quick-disconnect plug and include silicone seal at the penetration of the internal barrier wall in the luminaire housing. Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with quick-disconnect plugs. Electrical module attaches to housing with no-tool hinges and latches, accessible by opening the lens frame only. All ballasts are high power factor rated-20°F.starting. Support Arm: One-piece extruded aluminum with internal bolt guides and fully radiussed top and bottom. Luminaire-to-pole attachment is by internal draw bolts,and includes a pole reinforcing plate with wire strain relief.Arm is circular cut for specified round pole. Optional Wall Mounting: Fixture mounts to 3"or 4"junction boxes by a cast aluminum adapter plate with fixture mounting bolts. Finish: Each luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC)polyester powdercoat finish. Standard colors include(BL) Black, (DB) Dark Bronze, (WH)White, (PS) Platinum Silver, (SG)Stealth Gray, (LG)Light Gray,and(CC)Custom Color(Include RAL#). CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. Listings and Ratin s UL cUL 15981 CE 25C Ambient 'Suitable for wet locations. HUBBELL LIGHTING.INC KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE m 2012 KIM LIGHTING INC.•P.O.BOX 60080,CITY OF INDUSTRY,CA 91716-0080•TEL:626/968-5666•FAX:626/369-2695 0e#3 SAR ilk KIM LIGHTING revision Archetype® revision 12/27/12 •kl_sarhid_spec.pdf Type: Job: Page: 2 of 5 /11 Standard Features Mounting Plan View: %I Mir � Wall Mount 3SY configuration is available NV H for round poles only. -4 EPA: 0.7 1.4 1.2 1.9 1.9 2.5 Cat. No.: ❑1 SA ❑2SB ❑2SL ❑3ST ❑3SY ❑4SC ❑1W Fixture ,0- 11.,_-___-_,,, Cat. No. designates fixture i O—'-" � and light distribution. ( -- , alb el See the Kim Site/Roadway Flat Lens Optical Systems Catalog for Light Distribution: Type I Type II Type III Type IV Type V detailed information on Forward Throw Square reflector design and Full Cutoff Full Cutoff Full Cutoff Full Cutoff Full Cutoff application. Cat. No.: ❑SAR1 ❑SAR2 ❑SAR3 ❑SAR4 ❑SAR5 Electrical Module Cat. Nos.for Electrical Modules available: HPS - High Pressure High Pressure Sodium Sodium Li 70HPS120 O 100HPS120 ❑150HPS120 PMH Pulse Start Metal ❑70HPS208 ❑100HPS208 El 150HPS208 ❑70HPS240 ❑100HPS240 ❑150HPS240 Halide ❑70HPS277 ❑100HPS277 ❑150HPS277 f❑70HPS347 ❑100HPS347 ❑150HPS347 ❑70HPS480 ❑100HPS480 LI 150HPS480 Lamp ED-17, Clear ED-17, Clear ED-17, Clear Irk Socket Medium Base Medium Base Medium Base �f7\r■ ANSI Ballast S-62 S-54 S-55 Pulse Start Metal Halide ❑70PMH120 ❑100PMH120 ❑150PMH120 Lamp Lamp Line ❑70PMH208 ❑100PMH2O8 L7,150PMH208 Watts Type Volts ❑70PMH240 CI 100PMH240 1 • i■ • A • ❑70PMH277 ❑100PMH277 ❑150PMH277 150 HPS 120 ❑70PMH347 ❑100PMH347 1 • 1 ' , ❑70PMH480 ❑100PMH480 LI 150PMH480 Lamp ED-17, Clear ED-17, Clear ED-17, Clear Socket Medium Base Medium Base Medium Base ANSI Ballast M-98 M-90 M-102 NOTE:Due to the Energy Independence and Security Act(EISA)of 2007,Kim Lighting can no longer supply probe start metal halide ballasts with its luminaires,effective January 1,2009.Contact Kim Lighting for availability of replacement ballasts for warranty service claims. (Visit www.aboutlightingcontrols.org or the Library of Congress website for more details). Finish Color: Black Dark Bronze Light Gray Stealth Gray Platinum Silver White Custom Color' TGIC powder coat Cat. No.:❑BL LI DB ❑LG ❑SG ❑PS ❑WH ❑CC 'Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative.Custom color description: ®2012 KIM LIGHTING INC.•P.O.BOX 60080,CITY OF INDUSTRY,CA 91716-0080•TEL:626/968-5666•FAX:626/369-2695 4441I. SAR KIM LIGHTING revision Archetype® revision 12/27/12 •kl_sarhid_spec.pdf Type: Job: Page: 3 of 5 /I _ J Optional Features Wall Mounting Fixture mounts to 3" or 4" junction boxes by a cast J-box Cat. No. ❑1W aluminum adapter plate with fixture mounting bolts. _ 11/._" ❑No Option NOTE: Junction box in wall must provide adequate i p p 9 43/4" [t, fixture support. See NEC sections 370-13, 17 and Select from Mounting on 410-14, 16. Quick-disconnect plug and wiring are e� page 2. provided to allow field connections prior to fixture mounting. Wall mount using adapter plate 3"or 4"J-box in wall(by others) Photocell Control Fixture supplied with an internal photocell with Mounting Configuration: Cat. No. (See right) the sensor on the fixture end facing the pole. For s-Fixture with Photocell Sensor ❑No Option multiple-fixture pole mountings, one fixture has a S-slave unit(s) photocell to operate the others. Not available if wall No fixture wattage limit. mounted(1W). Cat. No. Line Volts: ❑A-30 120V / s s m—�s ❑A-31 208V f' 1 SA 2SB ---s - _ ❑A-32 240V ❑A-33 277V s r s s u s ❑A-35 347V s -s- s— A-34 480V Photocell Sensor 2SL 3ST, 3SY 4SC Convex Glass Lens The 3/16"thick clear convex tempered glass lens replaces Cat. No. ❑CGL the standard flat glass lens. Provides increased lens 13/4"7 AIM ❑No Option presence and provides a subtle improvement in — uniformity where pole spacing is extreme. Increases effectiveness of houseside shielding. Convex Glass Lens Polycarbonate Lens Fixture supplied with a one piece vacuum formed,clear, Cat. No. ❑LS UV stabilized convex polycarbonate, fully gasketed, I AMIN CAUTION: Use only when vandalism is anticipated to ��- I be high. Useful life is limited by UV discoloration from sunlight and metal halide lamps. Polycarbonate Lens Quartz Standby Integral electronic device energizes a T-4 mini-can socket during Cat. No. LI OS initial lamp start-up or after a power interruption. De-energizes ©E ❑No Option prior to HID lamp reaching full brightness.T-4 halogen lamp by others; 100 watt maximum. ©2012 KIM LIGHTING INC.•P.O.BOX 60080,CITY OF INDUSTRY,CA 91716-0080•TEL:626/968-5666•FAX:626/369-2695 r SAR KIM LIGHTING The Archetype® revision 12/27/12 •kl_sarhid_spec.pdf Type: Job: Page: 4 of 5 /I Optional Features Houseside Shield (Types II, Ill,and IV only) Fixtures with the standard `, Cat. No. (See right) flat glass lens are available with stamped aluminum` ` ❑No Option louvers that pass streetside light and block houseside _` )" .` light, and a blackened panel added to the reflector to reduce houseside reflections. Fixtures with the optional convex glass lens are available with a formed aluminum shield that passes streetside light and blocks houseside light, and a black anodized panel added to HS HSC the reflector to reduce houseside reflections. Use with for flat lens for convex lens or clear lamps only,as coated lamps reduce effectiveness. _._polycarbonate lens Cat. No. ❑HS Recommended for use with clear lamps only. Effectiveness is reduced for coated lamps. Not for use with Type V light distributions. ❑HSC For use with all fixtures with convex glass lens. Not for use with Type V light distributions. Neighbor Friendly Shield (Type IV only) Stamped internal shield and blocking Cat. No. ❑NFS panels are used to direct and redirect lighting into a 00•44 ❑No Option forward throw distribution.The amount of light directed v and redirected toward the back of the liminaire is - dramatically reduced to create extremely low glare behind the pole.Only available on the Type IV reflectors. NFS Tamper-Resistant Latch Standard die-cast latch is provided with a captive 10-32 \\ Cat. No. ❑TL stainless steel flat socket-head screw to prevent ❑No Option unauthorized opening. _w NOTE: Required only for vandal protection in locations where fixtures can be reached by unauthorized persons. Tamper-Resistant Latch Horizontal Slipfitter Mount Replaces standard mounting arm with a slipfitter which Davit-arm with 2" pipe-size Cat. No. ❑HSF allows fixture to be mounted to a horizontal pole davit- fixture mount(by others) ❑No Option arm with 2" pipe-size mounting end (23/8" O.D.). Cast aluminum slipfitter with set screw anti-rotation lock. All=I Bolts to housing from inside the electrical compartment !, using mounting holes for the standard support arm. Davit-arm must be field drilled at a set screw location to insure against fixture rotation. Finished to match Horizontal Slipfitter fixture and arm. Mount by Kim Special Options for Air Filter (AF): Allows for ventilation through the Street Lighting optical chamber, filtering all air particles above q"" Cat. No. ❑AF 500 microns. Assembly mounted on solid wall between Air Filter ;, f L NIN' ❑No Option optical compartment and latch cavity. ©2012 KIM LIGHTING INC.•P.O.BOX 60080,CITY OF INDUSTRY,CA 91716-0080•TEL:626/968-5666•FAX:626/369-2695 SAR KIM LIGHTING revision Archetype® revision 12/27/12 •kl_sarhid_spec.pdf Type: Job: Page: 5 of 5 Optional Features Vertical Slipfitter Mounts Allows fixture with standard support arm to be ' Cat. No. includes Mounting mounted to poles having a 2" pipe-size tenon (23/8" / Cat. No. (See right) O.D. x 41/2" min. length). All mounting configurations can be used (1 SA, 2SB, 2SL, 3ST, 3SY, 4SC). 4"square - ❑No Option or round die-cast aluminum with flush cap, secured by Vertical four 3/8"stainless steel set point allen screws,finished to I Slipfitter match fixture and arm. Pole with 2"pipe-size Mount NOTE: 3SY only available on round slipfitter. tenon(by others) by Kim Cat. No. Cat. 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'o:o +n 1� CK +0.1 + +0.1 +0.1 + .1 +0. + -+n 0 + -+n q -+421 !Z + +0 1 +0.V4__ \ \ + + + + + + + + + + + 0 +''b, 0.2 0.3 0.4 0.5 0.7 1.1 1. 0.7 0.5 0.6 .5 0.3 \ +U* +0.3 +0.4 +0.6 +0.9 1.3 +1.7 +2.2 .5 +3.2 +3.8 2.9 + 7 +07 {b 5,, + + Al + + + + 1 + C + + + + F 3.0 = 4.0 4.7 -5.3 5. 4. 2. . 0.8 0.5 b:4, + + BL + + + BL + + + + + + + + + + 0 / 1 2.9 3. 3.0 3.7 3.9 5.0 4.3 2.6 1.8 1.2 6 0.4 0.4+0- + + + + + + + + + + + + + + �lv / .8 2.2 2.5 2.4 2.2 3.0 3.6 3.3 2.6 1. 1. 0. 0 .5 0.4 0130.2- N / BL .0 17. a 14. 2.4 1.8 2.6 3.2 2.9 2.4 1.6 1.4 1.1 07 0.5 0.3 0.2 16.8 4. 18. 3.2 2.4 2.4 3.0 3.3 2.9 2.5 2.3 1.8 1.0 .0 0.3 3; 0.1 BL OCL E + +17.," + + + + + + + + + + +1. + # / 11.5. 2.5 2.3 2.8 3.9 4.5 4.0 3.2 2.8 2.0 1.7 1 / 0.7 0.5� ; , 0.1 TO RY I / + .1 +1.5 +1.8 +1.8 +1.6 +2.2 +3. +5.2 A4 +5.5 .9 +4.2 +3.3 +2.6 +1.7i / +1.1 + 7 i �O.2 )0 S.F. L A +1.0 +0.7 + .9 +1.9 +2.4 +5.4 +5.7 +5.0 +4.0 +3.0 +2.5 +� 6 +1.0 j �' *0.2 L OFFICE +2. +2.0 +0.9 +1.1 +2.0 +2.7 +6. 4. +3.5 +2.3 +2.0 +1.6 0 +3 / / #0.2 D N % + + + + + + + + + + + + / + / 0.2 /. 7.8: 6 1.0 1.1 1.9 2.5 4.6 2: 2.0 1.8 1.5 /1 0.8 SL +1.9 .4 +1.2 +1.1 +1.8 +2.9 +3.0 +2.0 +1.7 +1.6 +1.5 0.9 +0.# �! //+0.1 +2.2 3.0 +1.7 +1.3 +1.9 2.9 +2.5 +2.4 +2.0 +1.3 +1.0 / +0.6 #0.4 i i0.1 +0 / / .1 ULa UL� + + + + + + + + + + l + ' "3 i 1 2. .4 4.4 1 .0 2.5 5� .4 1.8 1.4 1. 2 2. 5 2.6 1.8 1 1 0.7 , 5 0.3 %/ I i;'3 �' , +0.1 I Q-t + + + - +- +- +- t- + t + + t +1. + t t + + + + + + + + + + + + + + + + -0.3 +' f i 0 .2 0.2 0.3 0.4 0.8 0.8 '0. +0.9 0.9 1.0 0.9 0. 0. 0 1.4 1.9 1.$ 1.7 5 1.5 1.1 1 3.9 3. 5 8 12. 12. 2.4 2.6 3.3 2.4 2 2.3 1.4 1.5 1.9 2 2.7 1.8 0 6. / .� EXISTING POLE LIGHT TO REMAIN \ +0.� ±0.2 +0.2 +0.2 +0.2 +0.4 +0.4 +0.4 +0.5 +0.5 +0.4 +0.4 +0.4 +0. + +0.6 +0.9 +1.5 +1.7 +1.5 .31.6 .0 2.8 + +2.1 +2.0 +3. +20.8 8.8 +18. +3.0 +1.8 +2.0 +1.9 + .0 +1.9 +1.8 +1.8 +1.9 +1.9 2. 3.3 +2.9 +1.9 + kl +0.2 3 ��� / / + + + + + + + + + + + + + + + + + + q" + + + + + + + + + + + + + + 0.1 0.2 0.3 0 0.3 0.3 0.3 .4 0. 6 0.9 1.2 1.7 2.2 3.5 4.1 .8 1.8 2.0 2.6 4. 18.7 16.7 � 0 2.1 2.2 2.4 3.0 2.6 2.1 1.9 2.1 2.2 3.4 3.7 1.9 /, 0.4 41i ; /+0.0 \ +0.1 +0. 0. +0.2 +0.2 +0.2 +0.2 +0.3 +0.3 + + +1:3 + .5 +1.5 +1.7 +2. +3.4 +2.4 +2.7 +3.0 +4.0 +5.8 +5.9 +4.9 +4.3 +3.9 +4.6 +4.5 +3.6 +2.8 +2.0 +1.9 +2.1 +1.9 +2.1 +4.2 +4.4 +1.9 / +0.2 ;' 0.1 'V0._1 0.1 .1 0.2 0.3 0.5 0.8 1.1 1.5 1.9 1.6 1.6 2.1 0 f2.2 2.6 2.7 3.3 3.7 5.3 6.6 7.2 8.0 7.1 6.6 4.8 3.2 2.5 2.1 1.9 2.0 2.0 2.4 4.5 .1 1.6 .4 0.? "; / / 0.0 _+ +0.1 +0.5 +0.8 + .0 1.3 +1.6 +1.8 +2.1 +2.5 +2. N .0 +2.5 +3.0 +3.7 +4.7 +5.2 +6.3 +8.6 +8.7 +6.1 +4. +3.6 +2.9 +2.4 +2. +2.2 + 3 +3.3 +5.9 + 3 +1. +0.3 ±b �1 ; +0.0 "_ _ - -- _- _ _ -- _ _ TYPE SYMBOL DESCRIPTION LAMP LUMENS MOUNTING ALLAST LLF QTY LAMP VE T1CAL WALL MOUNTED FIXTURE LLF QTY Al New Area KIM LIGHTING SINGLE @ 25' BL 11�0 25' TOTAL 40W -PL 2970 BUILDING 1.0 9 (1) 40000 RECESSED DOWNLIGHT A2 KIM LIGHTING TWIN@ 25 CL O 25' TOTAL 10OW MH 6800 BUILDING 1.0 8 (2) 40000 BUILDING UPLIGHT A3 KIM LIGHTING TRIPLE @ 25' UL a 25' TOTAL 35W PAR 20 360 GROUND 1.0 7 (3) 40000 ALL MOUNTED FULL CUTOFF A4 KIM LIGHTING SINGLE III WL FO 25' TOTAL 10OW MH 6800 WALL 1.0 4 - p (1) iry STRIP SIGN LIGHT �1, .��. 1). SL2 FO 24W T5HO 2900 GROUND 1 10 MARTHA JEFFERSON HOSPITAL (0945332) LUMINAIRE SCHEDULE IDIMENSIONS TYP SYMBOL DESCRIPTION LAMP LUMENS MOUNTING /BALLAST LLF QTY Al New Area KIM LIGHTING SINGLE @ 25' New Grid / H -H 958 25' TOTAL 1.00 6 1473 o- (1) 'AC4' AR4 /400PMH -ED28 (1) 40000 A2 KIM LIGHTING TWIN@ 25 25' TOTAL 1.00 1 (2) 'AC3' AR3 /400PMH -ED28 (2) 40000 A3 KIM LIGHTING TRIPLE @ 25' 25' TOTAL 1.00 1 Br (3) 'AC4' AR4 /400PMH -ED28 (3) 40000 A4 KIM LIGHTING SINGLE III 25' TOTAL 1.00 5 y. A5�Y " 5 K IM� IGHTI N SI NGLE @ K - p (1) iry 25 DT A-L �1, .��. 1). .( 11SA_SAR4DB.�:150PMH,.27;7,..HS .. e SITE LIGHTFORM LUMINAIRE REFERENCE DRAWING E1.05 FOR FULL SITE LIGHTING FIXTURE SCHEDULE FOR FULL DESCRIPTION OF SITE LIGHT FIXTURES, POLES, BUILDING FIXTURES. A METAL HALIDE TEST ONLY AVAILABLE, 4000 LUMENS = OUTPUT FOR 50W HPS :Z+ 0. 0. + 0.8 +1.1 +1.6 +2.1 +2.5 +2.2 2.5 + +4.7 +5.5 +5. +6.3 +8.9 .7 +9.1 +6.0 +4.5 +4.1 3.2 +2.6 + . +2.6 +2.8 +4.2 +6.3 4 3.9 +0.8 +0.2 %3 i , 0.0 \ \ \�� +0.4,' + + + + + + + + + + + + + + + + + + + + + + + + + + 0":1 �O.0 ; 'b4. 4. 0.4 0.6 0.8 1.1 1.5 1.6 1.8 .3 3 5.5 5.5 6.1 7.1 .1 9.2 8.0 6.7 4. .4 2.9 2.6 2. 2.9 4.3 5.6 1.7 / 0.5 , b:4,,+ II 0.6 0.8 1.0 1.2 1.9 3 0 5.0 6.5 6.4 6. 5.3 5.8 5. 3.2 2 3.4 4.4 5.2 4.5 / 0.4 0.1 \ +0;.4 + .6 + . 1.4 +3 1 6.3 +7.1 +5.7 +5. + . + . + . +3.0 +3.3 +3. + . 3.6 3.5 +4.0 +5.2 +4.5 +3.1 .6 +0.3 3 / 0.0 I 0 0 II 3 / %/ �, +03 + + II +36 + + + + + + + + + + + + /+ +/ i 0.0 , j 0.4 0.7 �I1.2 7.3 5.8 4.1 4.1 3.9 .2 2.9 2.5 2.3 2.5 2.9 3. 3.5 4.1 5.0 4.2 2.8 / 0.5 0.2 , �0.�0 i 2 t0.2 +0.3 +0.5 �I 1.1 +4 5 +6.9 +4.5 +3.3 +3.4 +3.9 + .5 +2.8 +2.5 +2.9 +2.1 +2.2 2.8 +3.3 +3.1 +4.4 +4. +2.4 /4 +0.4 3 / I I / �I I) 10.2 +0.2 +0 � ;I i0.9 A +4 +6.7 +4.2 +2.9 +3.0 +3.3 +33 +2.7 +2.2 +2.5 +1.9 +2.0 2.5 +2. +2.6 +4.6 +4-.6_ +2.1 I�0.9 +0.3 *0.0 II II ±0.1 + + it + + + + + + + + + + + + + + + i + +� ; % / II II ; 0.2 0`g II 0.6 2 5.9 4.3 2.7 2.9 3.3 .0 2.3 2.5 2.5 1.8 1.9 2.0 .1 2.5 4.8 0.4 0.2 1 / / II II I °� 11 I / i /' A ��0.0 �' t01 1 A4 i 3 / II II 0.1 0 I1 10.4 1 4.3 4.7 2.9 2.9 3.4 .9 2.1 2.5 3.5 2.4 2.2 2.0 2.1 3.1 5.7 /1.2 0.3/ II II + ' A 10.1 + + " 4 + + + + + + + + + + + + + + + + �+ + 3 GENERAL NOTES 1 0.1 0.2 11.0.6 1 4.0 3.4 3.0 3.2 .2 2.5 3.1 4.6 3. 8 .1 2.2 3.8 6.3 / 0.7 0�2 t ; I i l z Al 3 fl i 0.0 / A. THERE ARE EXISTING FIXTURES TO REMAIN THAT SERVE THE EXISTING +0.0 + + it + + + + + + + + + + + + + + + + l + / f i i BUILDLING AND PARKING LOT. SOME FIXTURES AS INDICATED ARE 0.1 0.1 X1.5 1 2.9 3.2 2: 2.9 2.9 2.2 2.7 4.1 3. 2. 2.1 3.4 5. 4.5 !`/ 0.4 3 ,/0.0 �' EXISTING FIXTURES TO BE RELOCATED TO NEW LOCATIONS AS SHOWN. I ±0.4 + + it , + + + + + + + + + + + + + + + + / /' ' i' B. EACH OUTDOOR WMINIAIR€ EQUIPPED WITH A LAMP THAT EMITS 3,000 0.4 0.6 �I w1.0 1 1.8 2.4 2.8 2.5 2.4 2.2 1.6 2.1 2.7 2.0 2.2 3.0 4.0 2.0 / 0.5 0.2 , , 0.0 ; LUMENS OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF + i 1 0 / ; ; LUMINAIRE THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO / / / PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS 0.3 + + 11 + + + + + + + + + + + + + + + + *0. / + / ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE ((/ - 3 1.0 ,1.4 1 1.7 1.8 2.4 1.9 2.0 2.2 1.9 1.9 1.9 1.7 2.2 3.2 2.6 0.3 / 1 / 0.0 , II i II i i l +0.4 II II + 11 + + + + 5 17 +2.0 +2.0 +1.5 +1. +1. +1 8 + .0 .7 A 9 +0.2 3 ;' , 0.0 ;� LEGEND NOTES Q1 .� 1.3 1 1. 1.5 1 6 .8 / 0 i I I I II I I sue( MI ) P N E��- °w i 3 I � 1 I , I E f � II ap 6� N � 2 III � I 0.5 �., + P + + + + + I 44 II I 1 P.� 1.5 2 3B��N�+1 4 .5 .2 1.4 1.5 1.4 1.1 1. 1. 1 2 .1 .9 0.7 0.4 0�1 ; O1 NOT USED. I I / 1 1 G �vE / ,' `� O BUILDING UPLIGHT, COORDINATE LOCATION WITH NEW LANDSCAPING. Ii 1� 10.5 1 + +`1P + +1. + +1. + + + + + + + + / + / /0.0 2 T 1. 1. 1.© -�-5-> 1.2 1 0.9 1 1.1 0.8 0.8 0.8 0.7 0.5 0.5 0.4 0:3 0.2 / ` FIXTURES ARE LESS THAN 3000 LUMENS M MEET COUNTY II // i �I W �M v G� 3 �� / `�\ REQUIREMENTS. i , Q)) w /+ 10.4 II II 1 w�+ W -�+ W+ WW + W W + -+„ /� �(�p�_ �y �7 / 0.0 OHE OHE �. 0. 114 -0.4 0.3 V.0 0�7 � k0 E V.`t V.J 0 U.3 O .L +0.2 0.2 -�0.5 - - +0.5 0.4 - 0.5 - - +0.4 - - --+0.3 - - +0.3 0 -- - -+tF +0.� p0 CALCULATION SUMMARY AREA NAME IDIMENSIONS GRID / TYPE # PTS ISPAC I GROUP I AVE IMAX I MIN I MAX /MIN I AVE /MIN New Area I 609,13419,64Ft New Grid / H -H 958 110.00 1<0 12.50 1473 12,46 1120.14 18.47 PLAN - LIGHTING S ol.SITE ,,20' -.-0" JOB # 308079.000 w 3311 West Broad Street Richmond, VA 23230 phone: 804.355.2067 Professional Consulting Engineers fax: 804.355.2114 Dallas . Houston • Nashville • Miami . Richmond L r40 G S & P �y Design Services For The Bu lit Environment Li Atlanta Birmingham Charlotte Cinctnnsti Colum bus Dallas Fort Lauderdale Jackson Jacksonville Knoxville Louisville Memphis Nashville Richm and Tom ps G R E S H A M SMITH AND P A R T N E R S OUTPATIENT CARE CENTER AT PROFFIT ROA® WLA\1 IL O� G REVISION No.- Date - Rsviston 1 10-16 -2009 ARB HEARING REVISIONS A12 -DB -2009 COUNTY COMMENTS Q'� 02 =27 }2014" DOWNER RE111SION '' 4 04= 03- 2014,� 'LIGHT„CLARIFlCATION , \ I \ 1 , JOB # 308079.000 w 3311 West Broad Street Richmond, VA 23230 phone: 804.355.2067 Professional Consulting Engineers fax: 804.355.2114 Dallas . Houston • Nashville • Miami . Richmond L r40 G S & P �y Design Services For The Bu lit Environment Li Atlanta Birmingham Charlotte Cinctnnsti Colum bus Dallas Fort Lauderdale Jackson Jacksonville Knoxville Louisville Memphis Nashville Richm and Tom ps G R E S H A M SMITH AND P A R T N E R S OUTPATIENT CARE CENTER AT PROFFIT ROA® WLA\1 IL O� G REVISION No.- Date - Rsviston 1 10-16 -2009 ARB HEARING REVISIONS A12 -DB -2009 COUNTY COMMENTS Q'� 02 =27 }2014" DOWNER RE111SION '' 4 04= 03- 2014,� 'LIGHT„CLARIFlCATION , SITE PLAN - LIGHTING E 1.:01: Austin • Denver • Phoenix . Washington D.C. FILE: 7129 PROJECT:27129.00 DATE: 3/31/09 NSW o$� mg 91P cif-i �IRGIN1P COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville,Virginia 22902-4596 Phone(434) 296-5832 Fax (434) 972-4012 April 21, 2014 Rachel T. McKinney RK&K 2100 East Cary Street, Suite 309 Richmond, VA 23223 Re: SDP2010-29: MJH Health Services Outpatient Care Center—LOR#3 Dear Ms. McKinney, This letter is to approve as a Letter of Revision the addition of a light pole and as-built conditions for drainage structure#10 for the above-referenced site plan. This is the third Letter of Revision for this site. Please note that a total of three Letters of Revision are allowed before all changes to the site plan are required to be submitted in the form of a new site plan amendment. If you have any questions please feel free to contact me. Sincerely, ../Wa/p/t (7/ i Margaret Maliszewski Principal Planner cc: Michael Spatz, 500 Martha Jefferson Drive, Charlottesville, VA 22911 VSDP-2010-29 Margaret Maliszewski From: John Anderson Sent: Thursday, April 17, 2014 11:09 AM To: Rachael McKinney Cc: Margaret Maliszewski; Glenn Brooks Subject: RE: Martha Jefferson Health Services Outpatient Care Center© Proffit Road Rachael, This is just what I needed, so supportive and helpful. Thank you! best,John From: Rachael McKinney [mailto:rmckinney @rkk.com] Sent: Thursday, April 17, 2014 10:16 AM To: John Anderson Cc: Glenn Brooks Subject: Re: Martha Jefferson Health Services Outpatient Care Center @ Proffit Road Good morning John, I apologize for the delayed response in getting back to you. I am only in the office part-time at the moment, as I am just coming back from an extended maternity leave and I am not quite back to full-time yet. Anyways, I have re-run the spread analysis for Structure #10 as we discussed on Friday. Looking at the original analysis I gave you, I had used standard DI-1 parameters (i.e. "Clear Area of Orfice Opening" = 2.33 square feet). After looking at the photos you sent, I have realized that you have a valid point regarding the clear area of the orfice opening. So, I have re-run the analysis using a clear area of orfice opening = 0.375 square feet. With that being said: • The Q Intercepted remains 1.93 cfs • With a Q Carryover= 0 cfs • The revised Spread @ Sag = 5.59' • The revised Depth of Water= 0.30' Please feel free to contact me if you have any additional questions or concerns. Thank you, RACHAEL T. McKINNEY, P.E. RK&K 2100 E. Cary Street, Suite 309 Richmond, VA 23223 804.771.9118 D 804.782.1903 P 804.782.2142 F www.rkk.com 1 *Ise 4.10 From: "John Anderson" <janderson2(c�albemarle.org> To: "Rachael McKinney" <rmckinney a(�rkk.com> Cc: "Glenn Brooks" <GBROOKSAalbemarle.org> Sent: Friday, April 11, 2014 3:37:57 PM Subject: RE: Martha Jefferson Health Services Outpatient Care Center @ Proffit Road RE—SDP201000029 Rachael, Thanks for help with item #2, RK&I<, 3-19-14 letter to Albemarle County. The approved site plan reflects that drainage structure#10 is a DI-2B, L=4. As-built conditions provide an H-20 Rated Grate & Inlet" (Mar-19 letter). I visited the site today, have attached 3 photos, and will send 6 more. As-built grate dimensions (ref photos): -Overall: 16" x 16" -14 slots @ 1.125" x 6", ea -Potential for 1.5 x 4 (=6) slots to become (permanently) obstructed -Net grate clear space= 14—6, or, 8 slots My question is, from a 10-yr storm hydraulic perspective, how does Net clear space of the as-built grate compare with (approved site plan) drainage structure#10? Thank you, Rachael. John From: Rachael McKinney [mailto:rmckinney @rkk.com] Sent: Friday, April 11, 2014 9:39 AM To: John Anderson Subject: Martha Jefferson Health Services Outpatient Care Center @ Proffit Road John, It was a pleasure speaking with you this morning. Please let me know if you have any additional questions. Thank you, RACHAEL T. McKINNEY, P.E. RK&K 2100 E. Cary Street, Suite 309 Richmond,VA 23223 804.771.9118 D 804.782.1903 P 804.782.2142 F www.rkk.com 2 vrr .,,rr RK ( 2100 East Cary Street, Suite 309 I Richmond,VA 23223 I 804.782.1903 I 800.510.4755 I 804.782.2142 I www.rkk.com William K.Hellmann April 7, 2014 Emeritus David W.Wallace County of Albemarle Stephen G.zentz Department of Community Development J.Michael Potter Ms. Margaret M. Maliszewski thomas E Mohler Principal Planner Michael W.Myers 401 McIntire Road Mark M.Dander Charlottesville,VA 22902 James A.Zito Reference: Martha Jefferson Health Services Outpatient Care Center @ Proffit Road Joseph A.Romanowski,Jr Application for Letter of Revision Michael L.Krupsaw La,s E.Hill omn,v Peacock,Jr. Dear Ms. Maliszewski, Martin C.Rodgers Kenneth A.Goon We are proposing an additional sight lighting pole on the previously approved site plan for Richard J.Adam,,Jr the Martha Jefferson Health Services Outpatient Care Center @ Proffit Road. This light John A.d'Epagnier pole is proposed at the entrance to the site off Proffit Road (State Route 649). On the Barbara.,.Hodge previous submittal we were specifying the luminaire as a Type AS which is a Kim Lighting Christopher F.Wright Single Owen L. eer; g @ 25' (1) SAR4 / 150 PMH-ED17-HSC. However, as you pointed out a HSC Nancy R.Bergeron (Houseside Shield for use with a convex lens) is not allowable. So, we have revised the Stuart A. h ntg�n,ery drawings and specifications to reflect a SAR4/150 PMH-ED17-HS. David G.Vanscoy Henry J.Bankard,J,. I have attached a highlighted plan that reflects the proposed revisions. James F.Ridenour,Jr. Robert J.Audi vszak Thank you for your review and consideration of these revisions. Please feel free to Raymond M.Harbe`on,Jr. contact me if you have any questions, or need additional information. B.Keith Skinner Karen B.Kahl Bayed A.Saadat Sincerely, John C.Moore Eric M.Klein Rummel, Klepper&Kahl, LLP Todd E.Rousenbe,ger 1 hfamas M.Heil (� Robert D.Ostermiller t-r:e /�Barry I_. .Mill 6 f �Y �/, { f Malachi M.Mills,III James A.Burnett Rachael T. McKinney, P.E. Brian L Fleeting 4 77/(4. Senior Engineer Mc heW I!.Gaffney j ec C atovvell /.'v David A.Willoughby ‘47-1/6 ('1 ' ,V { Carnlann D.Wicks U l .— 64/a ( 04,41 e/ t-2 G(,-Gv Engineers I Construction Managers I Planners I Scientists RK&K 2100 East Cary Street,Suite 309 I Richmond,VA 23223 I t'804.782.1903 I .i 800.510.4755 I t 804.782.2142 I www.rkk.com William K.Hellmann March 19,2014 Emeritus David W.Wallace County of Albemarle Stephen G.Zentz Department of Community Development J.Michael Potter Ms. Margaret M. Maliszewski Thomas F.Mohler Principal Planner Michael W Myers 401 McIntire Road Mark M Dumler Charlottesville,VA 22902 James A.Zito Reference: Martha Jefferson Health Services Outpatient Care Center @ Proffit Road Joseph A.Romanowski,Jr. Michael L.Krupsaw Application for Letter of Revision Lars E.Hill J.Tommy Peacock,Jr. Dear Ms. Maliszewski, Martin C.Rodgers Kenneth A.Goon There are two (2) revisions to the previously approved site plan for the Martha Jefferson Richard J.Adams,Jr. Health Services Outpatient Care Center @ Proffit Road. John A.d'Epagnier Barbara J.Hoage 1. An additional site lighting pole is proposed at the entrance to the site off Proffit Christopher F.Wright Owen L.Peery Road (State Route 649). The luminaire is specified as a Type A5 which is a Kim Nancy R.Bergeron Lighting Single @ 25' (1)SAR4/150 PMH-ED17-HSC. Stuart A.Montgomery 2. The approved site plan reflects that drainage structure #10 is a DI-2B, L=4. As- David G.Vanscoy built conditions provide an H-20 Rated Grate& Inlet. Henry J.Bankard,Jr. James F.Ridenour,Jr. I have attached a highlighted plan that reflects the proposed revisions. Robert J.Andryszak Raymond M.Harbeson,Jr. B.Keith Skinner Thank you for your review and consideration of these revisions. Please feel free to Karen B.Kahl contact me if you have any questions, or need additional information. Seyecl A.Saadat John C.Moore Sincerely, Eric M.Klein Todd E.Rousenberger Rummel,Klepper&Kahl, LLP Thomas M,Heil Robert D.Ostermiller f _ ' CL\/ Barry L.Brandt Malachi M.Mills,Ill James A.Burnett / Brian L.Hepting ' Rachael T. McKinney, P.E. Michael V.Gaffney Senior Engineer Lee C Yowell David A.Willoughby Carolann D.Wicks Engineers I Construction Managers I Planners I Scientists COUNTY OF ALBEMARLE Department of Community Development REVISED APPLICATION SUBMITTAL This form must be returned with your revisions to ensure proper tracking and distribution. County staff has indicated below what they think will be required as a resubmission of revisions. If you need to submit additional information please explain on this form for the benefit of the intake staff. All plans must be collated and folded to fit into legal size files,in order to be accepted for submittal. TO: Margaret Maliszewski DATE: PROJECT NAME: SDP-2010-29:Martha Jefferson Out.atient Care—Rt 29 and Proffit Submittal Type Requiring Revisions O indicates Submittal Code County Project Number # Copies Erosion& Sediment Control Plan(E&S) Mitigation Plan(MP) Waiver Request(WR) Stormwater Management Plan(SWMP) Road Plan(RP) Private Road Request,with private/public comparison(PRR) Private Road Request—Development Area(PRR-DA) Preliminary Site Plan(PSP) Final Site Plan(or amendment)(FSP) Final Plat(FP) Preliminary Plat(PP) Easement Plat(EP) Boundary Adjustment Plat(BAP) Rezoning Plan(REZ) Special Use Permit Concept Plan(SP-CP) Reduced Concept Plan(R-CP) Proffers(P) Bond Estimate Request(BER) Draft Groundwater Management Plan(D-GWMP) Final Groundwater Management Plan(F-GWMP) Aquifer Testing Work Plan(ATWP) Groundwater Assessment Report(GWAR) Architectural Review Board(ARB) Other: Please explain: LOR SDP-2010-29 2 (For staff use only) Submittal Code #Copies Distribute To: Submittal Code #Copies Distribute To: LOR 2 M. Maliszewski *Unassigned(in County Project Column)—Intake to assign a new Application Number Review Comments Project Name: Martha Jefferson Health Services Outpatient Final— Non-residential — Care Center- Final Administrative Date Completed: Thursday, January 09, 2014 Reviewer: Margaret Maliszewski Department/Division/Agency: ARB Reviews Comments: The amended sheets are not based on the corresponding sheets from the approved site plan. A revised amended plan that corresponds to the approved plan is required. Review Status: Requested Changes vow You've proposed an amendment to SDP-2010-29 consisting of the addition of one pole light.The additional pole light is shown on three electrical sheets.The base drawings for those sheets do not appear to be the corresponding sheets from the approved site plan. Please use the approved site plan sheets as the base for your amendment request. Please note that you are adding a fixture type, so your amended plan will also need to include the corresponding cut sheets. i.r rr Application for Letter of Revision 70 �IRnlY1�A Letter of Revision=$100 Final Site Plan Name and Number: £91 - Z / Contact Person(Who should we call/write concerning this project?): U / , I i. Ar Address SbC2__4. /'/UQ City f 9 f 4/ State i14 Zip L f // Daytime Phone) • - Fax#( E-mail . Cj Owner of Record 1/ , /�,//� 1441 �/!' ' L G Address SW M. O • ec ✓�� City Of4/41////, State /� Zip 217•41/ 1/ Daytime Phone 0/`2 MO Fax#( �"� E-mail j0/0504 eicedWA D,,1 Applicant(Who is the Contact person representing?): 414f 504 k Address AO ���r�.,e_ City` ovio ftere //j State Zip 2:24// Daytime Phoncet/)53/-2 IV, Fax#( E-mail , A, I _ /// - , _ SUBMITTAL REQUIREMENTS: AGO 6.;74/The appropriate fee, /Y)A-r � /( �, � � I!Y The site plan number that the change applies to, gevo " 7 C/ ❑ A request letter describing the proposed changes from the owner or authorized agent, C�2� �z 2 C �� GcJ Z /l : v1� vU —❑ 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan,or on an 11"Xl7"copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate,true and correct to the best of my knowledge and bell- //// . _ _. l -Zd-- i 3 Sig re n :-nt , Date u of Owner, I VW' ..c3 I- 7/ y � Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY i LOR# Fee Amount$ i( )de° Date Paid i`2``4 By who? r1 1 ( 11°ii 1-11115)1X3 Receipt# 46h2* Ck# I FN Xl 1 By: '1 k County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 1/1/2013 Page 1 of 1 „BOUNTY OF ALBEMARL,,.V Department of Community Development REVISED APPLICATION SUBMITTAL This form must be returned with your revisions to ensure proper tracking and distribution. County staff has indicated below what they think will be required as a resubmission of revisions. If you need to submit additional information please explailFn this form for the benefit of the intake staff. All plans must be collated and folded to fit into legal size files, in order to be accepted for submittal. TO: Ma, G 1`Q- Y ICiI \ 1$22w5L1 DATE: )/q i y PROJECT NAME: 2-1 1U 064111 T ve)op v v i Submittal Type Requiring Revisions( indicates Submittal Cale County Project Number # Copies Erosion& Sediment Control Plan(E&S) Mitigation Plan (MP) Waiver Request(WR) Stormwater Management Plan (SWMP) Road Plan (RP) Private Road Request, with private/public comparison(PRR) Private Road Request—Development Area(PRR-DA) Preliminary Site Plan (PSP) Final Site Plan (or amendment)(FSP) Final Plat(FP) Preliminary Plat(PP) Easement Plat(EP) Boundary Adjustment Plat(BAP) Rezoning Plan (REZ) Special Use Permit Concept Plan (SP-CP) Reduced Concept Plan (RCP) Proffers(P) Bond Estimate Request(BER) Draft Groundwater Management Plan (DGWMP) Final Groundwater Management Plan (FGWMP) Aquifer Testing Work Plan (ATWP) Groundwater Assessment Report(GWAR) Architectural Review Board (ARB) Other: Please explain (For staff use only) Submittal # Distribute To: Submittal # Distribute To: Code Copies Code Copies *Unassigned(in County Project Column)—Intake to assign a new Application Number fUSERf �� -- a.H —_ H Gw�X H p y}yy����yyy e.ra BY Ei NP...OX . \ \ \ a K' v \ „se\ / / _ \i i/Lai i' /1 1 snail _ , , / � Al 1 i / J •,,\,,i AA „No as.. 1111 I • .> / -ie a 5, w D � � ■ Il.7 i a J .a m N___ _ _____ ' ��oNi 1 D________ �) ' " i ° O 0i _�'11-1 G TfER Ofr. , D % (� /i k k �i?.o 7 I oaf � I _ %/ / � III 5 C 1. 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