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HomeMy WebLinkAbout062-94 SP Development Planv - STA. 32+68.98 902.62 SAN MH #14 < �� T.C. 903.2± 0" I� / SO oo V V N89034 11"W N24°3\5\'O 5" E(o38.8 98.8 6,1 ° � 2 TEMPORARY DRAINAGE SWALE. J . /�. 1 SEE OFFSITE STORM SHEET # 5 44.01 �z S SAN MH 8 N� T.C. 9 .8± 50 0 N 7 4° 1 7 4" W o " BLOCK SIF N 9040'14 W 20 .08 4.1 6/�� 12026± 203.08 Sp STA. 2+71.19 ST -2= 3p STA. 0+00 ST-3ry 903.56 ` 0 / 0 \ 0 ° STA. 31 +07.33 ST -1 �° ^ 't ^ w M ,\ N01 58 27" W o ��_ �� � w`°I� 1 z �� 10.00 o G� ry �3Z - v - '° oA STA. +20 ST -3 , I 0 �\ 06, � ° > " �O �xi � qo SF \ \ 2 N8 01 32 E ° ^o \ wT RM L D Fi TNG 26437+ _ \ 23� �� T.C. 90.4± 3 5.8 8 8 7 C 899.8 ^�X 1 i 109 99 - O, INV. 8 2.10 STORM INLE �j21 ,� 00 O, O R� 29 24-B INV. 895.7 RC U E J A 0+00.00 ST- 55 _ 60 90. 2 5 OS 03.30 0 > >> T RM INLET /26 O R 900.9 1 9 3.8 ^� , �z. 8 9 4 5 9 E 4 3. 9 3 T.C. 902,04 -- INV. 893.26 I STA. 1+99. 0 ST -1= 237.51 , mss. °s I 00 � STORM INLET N 19 + 4+00 K � STA. 45+97 ST -1 � - n~ X� " BLO K D 2 0 15 o N 30' LLQ N - 64'-18" RCP 00.00% 8 00 7+00 II 90.4 6+00 5 00 - 0 BLOC E _ _ _ - - - - - - o - - - -e - - -) - - - e - - - 28�� T�$7f I l � � �/ S F 2 60 1 +0000 `y � 896.25 I °' -Q - - - 90 .78 '0 902.2 jI INV 893.12 90 .78 901.2 9Q0.78 NO 1 a O O LS 28'-18" RCP 00.50% �� / A I'" \ STORM INLE X127 - 1 4 U1 O 0 ± Z I I u® T C. 899.8 N (V /• / N m �p 1°k�6It �� 50 R PINY 895. O Q /° 903 `� O INV 5_37 240'-10' SSP ®0.30 INV. 894.65 NV. 894.55 - �7 0.30 45 98 O INV. 893. 3 900.5 01 1 0 69 N I SF O _I __ ------ -- --- - --� 0 88.0v �s. 10' E- i ST RM MH 125 902 g II go 2 901 .5 901.1 /i k o LID CASTING '` SAN MH 13 0 AN MH 12 ���, O �"c // 0 0 2821 6- 0 N f -� / - T.C. 902 9± � N � � / \ T.C. 903.61 I � � � > N / / \ INV. 892.10 �� I I I C. 901 .5± 6, STOR INLET X22 b/�9 % /, O Q T C 900.07 I SA M 7 / Z "3�0�o � INv. 896.01 T.C. 6 II 1 8 �8b'/fib // `ray \ BLOCK B 900.3 221.19 903.2 /� Off°` 90 \ 903.2 N 25 Q 3 SF STA. 2+98.11 ST -3 °� \ _ :J 0 3/.9- I IIo I w �/ O ��/� �9 26866± STA. 11+63.93 ST -1 I II W I 7 8rn ,// �,`• \ �, 902.99 / o`ti 1 �, rn c,, / ° s I rn O\\ 5 o L� Ov/ i/ <v i \ o boo s(N -u Lc)- SF �F � �titi \ o �\u ^ SF S I �� ®I 19791 ± SF/ti`°,;��j�`�� ��� \ �'� `��' °° 1= 1= / SF \�o/ 18275± 19799± 1 �I 19799± 1+ �Y%� dib\ ��=��� I w II 7 K a;,t 2 4 7 6 2-0)0 Z o o ' STA. 2 20.36 ST -1 'Z 3+ 120.00 120.00 r o �� 0300 ��z N o 983 9.25 9 .1- 12 11901.4 15 D U & LA PENANCE ES 9 65 90 s •v co 178'-15" RCP 00.56% / 'J� I I \ @4 00 J F \ N \,� J __ ------ _- - �I 90 / M 4 �D �0). \1 INV. 8 2.10 M 20 s 2 015 9 cv O 6 r 191 D&UE ovv M 18 , �� �� ri 00 �� S 5 \\ I W 1 NV. 892.1 Fj SAN M H 10 1 N, I QD W oo � \\ ZOM J / j �9s T.C. 900.31 z � z NM °° i�� S F I o- �, O� I �o� _ 22306± co 2�z \ _ -/ 10 MES 13 BLOCK A / \ ,j�p ----- INV 892.10 2.2 1 60.91 901.4 - AKE - -- ----- _- I F I: - O cn R8 21 198'-24" RCP ®0.6�'i 8 3 7± I LJ 00 2 - - 15' o& - - 2.3 ACRES - I 2 0 9± o' Iw m I UE i N +�� i� V) N 900.3 9@2- 5 'IL N CV p (V 0 19 .6 4 O I " �` I 8 co 06 o \, �s 10 �,� / 6. 0 W. J 5p' OoN 0 Q_ � 6 w Lo w I = N ~' 0 219 2 6± �� NV. 8920.10 �o �o 9 ag \ S F o 0) N o I SF 00 0Ill STA. 4+10.37 ST -1 1� \�2 83.73 900.6 1 120.00 1®i U & LAKE M TEN ,2 ESMT_ 118.80 901. \ o®\ \ 748± (o � � Z o '� 2447 _ _ - - � �' 00 I ` \°�� Ii r-------- -- 120.00` \\��\\ �\ `� � o� 0 0) � \ d' \ sem\ �" J � coo, l fie' r, , � M v1 00 z 902.5 I 207.55 903 902.7, L'' 1 8 8 4 800 87 NO 86ff) s�°�\\\ �� ®I I o o\ �\ ��\� 9, ala O \ O O \ �' O • '�Co< o 1 u-1 1 ' TAN 0QD 2.51 \/N�89 p 2 25650_ o SF �1� _10 0 SF SF %X \\ \ �In Lc)� �3Z S s3 s.. 9 �� co I N I� S F �\ o \ 9 18987± II 19800± 19800± 19602± 23067± `� \`\ \ �o� O I O �/ STORM IN T #11 3 903.2 \ O 3.1,` \ T.C. 902 3 902/oj O� INV. 89 .50 I TORM MH 40 BL _ _ �• c� / r7 N / SF O INV. 894.93 �� ----- I w s r--- ------------- - SAN MH 3 °�� \\\�� ��,� ®o 48 04 / T.C. 901.3± �; SAN MH 4 35 D&UE \ o� ce 49'- 1 _ _ _ INV. 895.50 .C. 902.2± T.C. 899.21 �J �tG 00 2878 1 ± \ \�sX O.. S ®0.30 _ - INV. °' 90 .8 INV. 892.61 \\ Up�rn 902.1 -la R P _ _ _ _ - r 893.88 INV. 893.78 902.9 391'-10" SSP ®0.30 _ 199'- - sr8 1 ST -1 kp STA. 17+26.6 901 .4 137' RCP 00.50% �4 "� d �� '? 60' R . 0 9 1.6 292. 90.7 Z �;46 �° '/ N 19+00 22+00 23+00 M 1Ni '6 �0 00 � 17+p0 18+00 0 20+00 21 +0 _ - -� _ _ a9 �9 6,P / ti I ; w - _ I I STORM INLET 8 O_ _ 90� �� / 901.95 901 .43 O0 II 901 .26 T.C. 901.20 901 .78 902.32 901.69 900.09 1NvIc ®o / �! GP I un N�0 INV. 895 69 a �_ �� % X69 N e ag8 I s�, c_ �A. U 2I ' ' / \N . O I \ °' STA. 16+66.99 ST -1 = 9 1.7 902.4 902.3 900.2 f < • � I 902.5 901.8 15 D&UE D -- ---- I Q O O ® STA. 0+00 ST -4 -- -------------------------- ------ I 1 Y 899.0 1 N STORM INLET STA. 23+23. 0 ST -1 1 Z__j I o_ ST� 0+ 18.10 ST -4 S F I�1 c/1 T.C. 901.20 �I JJ N c S A. 0+61.25 ST -4 INV. 895.83 O I � I z w 3931 1 ± 0 4C BL - 0 00 wl 902. � 900.1I®�IcqS loo> 902.8 902.1 I� 902.7 O 9 0 2.7 Nla �0 1 - �901.6 0.60 902.4 z + O I O 00 � I I N a 3 3 rn o Ln `�° I_ ;a �+I w �I - o CD 2 I I I� ' N- ►� -H D i �� 5 4 3 SF �� 5 I SF SF `,I I 32575 I 001 o ( • o Z - I ± 1 I Lr)�� .I 0 I C\ (n I I SF SF 854+ 21134+ 307± 22088 I I o SF O I ----�) ' ----- -j 00 N 26651± 23976± ---- --- jJ I 3967 1 ± � I I 30' D& U E / NV ANAL GUARD I INV. Z �f o STA. 2+32.44 ST -4' T 4 901.0 8 co -.38 �_------_----- + ¢Q, ------- ----- _--- 899.8 120.00 898.1 120.00 896.4 120. 894.8 133.65 ----- +C14 I0) 899. 5 30' D&UE 99.7 60 899 6 30' D&UE 134.10 900120.00 90 •8 33.62 N 9°3 4'3 8�� W 660.03 EXISTING M3., .11899-51 0.00 901 .0 T.C. 895.7± F-\/ F'\I I n n I N I N nn° %,5' % ?' F SANITARY LINES TO EXTEND 96, 0 25 50 100 96 W W z 0 z w U �imQQ z V, x I 3 u w o w r..i a w x ■ w �W Z W zQ O - ¢a w cc U) W W z z z a Z cn W Q Z �> a Z W W We Z m a W p V) d� LLJ 14 �z a 1:¢v) 0 LL_ Q Q U ^ 2 � .-J a31 W Z co m o�'t o�Z LTJ 2 z dd a J oz� W W z 0 z w U �imQQ z V, x I 3 u w o w Z O Z O w �T_ O Z cn Q �> o V) 0 LL_ o WQ J o�Z LTJ w - a J <ow W � O > w oa w Q 'n U J SHEET N0.