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EXISTING SOIL TYPES: TYPE B - BRODKSTON SILT LOAM - 37% TYPE C - CR0�BY - 57�� - K4|AM|AN - 6% 2_ SCHEDULE: CON5TRUCTlON TO �OMK8ENCE APRIL 199J AND TO BE CDK4PLETED JULY 1994 WITH THE EROSION CONTROL MEASURES TO BE THE FIRST PHASE OF CONSTRUCTION ~' TEMPORARY SEDIMENT BASIN' ~ K4|N|K4UM STORAGE VOLUME (67 CY/ACRES) = 67 Cv/uCx28AC=1,876CY STORA{�E VOLUK8E PRONDED = 1�^O0OCY 1 � ' �, i u 1 63,85 T�6 I ---- ----- � LLJ , ) 6 .3 � 11 / / I --S - -I � I // 1b I , , �- / - � il N I , i I § 11 I - - / - -- - - - - - -- - - 6 -858,03(S,S) i , --- I - - I ---- A� i �/ ' 3: co I I / I --- �� - 1 , . - -rl-) - / 00 0 /11 - - -- 12"INV-860.21(SD) / 11 , ANNULAR SPACING BE EN L ': I I !! 185'e 12"cm 64.55 Lx 1, -' " � -x i ( ': t t , I /:: , I/ ---- I \ r, , L D I mT, � TOP,867.50 ' � @ 2.34% 1 Z - I 0) i Q -, - T/066 19 ; . : : 0') 6 "" 11 TOP 8 7 t - -- - 12"WTR \ � I I 1� _-x �.X, , I i I F , :� 12"WTR' 1\ ---- - --4 TOP,�63.5 / /( -- 2 -'x 2. 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' / |NLET-~8��.vv NOTE: '� � _� \ � ' ri �� ' ' / TEMPORARY STANDPIPES ARE TO ' � � ' ' , ' '^n' ���u ^ / -' - ' - �� - - - '' |��� T/C cu -� �B�3�J �7 '' ' \ O7'- 12 �D �E LOCATED AT E 1 AND E .J �� � ' ' ' � i |��/ �' ` �� ~~n~'~ �8�4.7 ' ' / HVV=HEA�VVALL (SEE DETAIL SHEET C1�\ U / |�' � | | -- |!l U U ~�� \�U N|UNLET�85B 8O K' | �u�� �� | ` T~-| ` - ^' / ` / U � � i �� /^ ' �c�' \ | | �\ |Nk]L�i�� |�U U[i ' � --" '- | ��' | ` /Z ! � x��p' / _^�_ ' � ''' �-- - '-- --- -- '- --- - - . | .2O'b5'x1h�� ! . �." �mu',, ' ���� | / 7- . . . /C\ " ."=, = " .. � [ o=n ".TOp""857'�O ^ T0P�85�� B� � . ��58 .�� . . | ' ~�������. ~~ c, o^"^,^n�n\ � ' EVV=ENDVVALL L. ff 11 � "'' ,- 5 I 9 1 \- - --- -?, ", ,-J 6�,,-,,- "" - - --- -- ---- ! -1 I "I 1�5 1 , , - - - - -k-1 1 �, 1 \,\, -- - -- , - - --iiiiiiiiiiiii --- -I - - I - I ,wc / - -- 1 41 " I , / / PROPPSED I I I- " - : : ,-,- I , - 2,_;J -I,- I 1 // 79 ,/ I i ", Q � -..;;..� - - - ,- � -, 11 / /, 1 : - , , / , -- #,,� 1-1 I - -1� " , A , -11 / / \ , , i / 1/1 " I , I , - - - i , - I , - :�� , , ii- I ,/ E1110 , /I , C) I /I - --/ I .- - -- I I "I I - - - I -- - ,: - . -1 I ;/ ���--,,�� --,, ,/ , , , I . I � - ±�= ------ " --- - - "/- , - I/ \\, : r - 4� '. ,- V. --- '11 , " � m3d - , I I , - -:� . I I F ____ _ - ///-�,, -1 -- -- 0 ­GNI-A-E / // i -- I tij I -- - , , , SEE OFFSITE 'G1, ""-'o, I 1w PROPOSED FIRE HYDRANT :z i -- I 1 (7, / x , ::��>�, Zi L- I , -1 C-j 1, / I a"�- I /11 -, NOTE: NOTE: ALL 8~ SANITARY BUILDING LATERALS T0 BE PVC SDR35 PIPE K4|N|K4UM, UNLESS INDICATED OTHERWISE. BE C-76. SANIT���U����� ARY . ����� �~������U����� ~,«~v�«~"^ �°����"^u�"""��"x-^� NG EAST|NG �� MH#1 3U96.27 5202.05 C� MH#2 3102.25 54�6.72 �8 MH#3 31556U 55�114 �� MH#4 3l07.60 57�2.99 �� MH#5 3l13.27 598393 �3 MH#6 322�.03 6l14.13 �� MH#7 3�47.30 6111.54 �� MH#8 348U.91 6109.07 A A � - � - . ' � LiJ NOTE: cn � > ALL 12~ STORM BUILDING LATERALS TO 01) : O" BE C-76. CL.4 PIPE. ALL 0' STORM BUILDING �� �. N LAT�RALS TD BE PVC SDR35 PIPE, < .� ud ������ STORM ���U� �~�������U����� ��x^"~."° COORDINATES : STRUCTURE PROFILE GRATE TYPE* NORTHING EASTING EW#l.l 1 z po MH#1.2 1 I 2770.l7 52D9.l4 C8#1.3 1 R-1792-GG 2797.00 5143.54 MH#1.4 1 0 2815.9l 5O45.74 MH#1 .5 1 ul 3046.06 5045-30 C8#1.6 l R-1792-GG 2783.83 5273.86 CB#1.7 1 R-1792-6G 2935.58 5260.55 CB#1.8 1 R-1792-GO 2938.62 5400.52 CB#1.9 1 R-1792-GG 3035.31 5258.39 C8#l.l0 1 R-3076 31�6.87 �228.5l MH#l.11 l ` � 32O7.9� 5044.34 C8#l.l2 1 R-3076 3207.87 5023.44 MH#l.l3 l � 3416.27 5043.73 C8#l.l4 l R-1792-GG 3327.34 CB#l.l5 l R-1792-GG 3457.31 5222.�5 CB#l.l� l R-3076 36U6.64 52}�.6O MH#l.l7 l � 36�5.54 5�77.5� CB#l18 l R-1792-GG 3675.19 5276.48 MH#l.l9 1 y- 3628l� 5398.19 CB#l.20 1 R-1792-GG 3677.77 5395.11 MH#l�l l 6127.9� �69979 5��4.63 CB#l.22 l R-3076 36l7.47 5526.�6 C8#1.23 l R-3076 362O.07 5646.�3 MH#1.24 l 363538 573�.19 CB#l.25 l R-3076 3622.20 5744.�1 CB#l.26 l R-1792-GG 3665-03 5729.11 CB#l.27 1 R-3076 3�35.42 5��2.4� EW#2.1 2 6U43.45 �64024 �6Ol.l4 CB#2.2 2 R-1792-GG 2726.32 5665.20 CB#2.3 2 R-1792-GG 2769-63 5794.29 MH#2.4 2 2773.06 5952.1� CB#2.5 2 R-3076 CB#2.6 2 R-3076 2848.47 60�l.27 CB#2.7 2 R-1792-GG 2947.O9 5790.43 MH#2.8 2 5304.87 2�}�6.8l 5�44.72 CB#2-9 2 R-1792-CG 2949.92 5920.40 CB#�.l0 2 R-3076 2952.36 6055.�1 MH#�ll 2 3l�4.99 6l44.42 MH#2.l2 2 3250.61 6l64.73 CB#2.l3 2 R-1792-GG 3388.75 6140.65 MH#2.l4 2 3447.57 61�9.�7 MH#2.l5 2 5302.74 350l55 8l�@.l�� CB#2l6 2 R-1792-GG 3560.04 6l36.9P [W#3.1 3 2639�5 54�2.54 CB#3.2 3 R-3076 2647.49 5445.��7 CB#3.3 3 R-3076 2734.68 545l.47 C8#3.4 3 R-3076 274l.97 5405.30 EW 4.1 4 2638.79 5574.O6 CB#4.2 4 R-1792-GG 2723.49 5535.23 C8#4.3 4 R-1792-6G 2941.44 5�30.49 C8#4.4 4 R-1792-GG 2944-27 5660.46 MH#4.5 4 3088.34 55P7.3A EW#5.1 5 2533.92 �l22.20 EW#5.2 5 ��81.18 5l27.l8 EW#6.1 2655.45 5355.47 EW#6.2 2�26.85 5�65.l4 EW#7.1 252�.47 5334.7O EW#8.l 2449.2� 547g97 75~ BEND 24�1.8� 5552.59 36°x24~ CMP 2537.39 5��5�5 EW#9.1 2530.9� 5648.39 FOUNDRY COMPANY CASTINGS A A � - � - . ' � LiJ cn � > c/) Lo 01) : O" Z II.- w'^ < Z �� �. N : C) < .� ud ^� ~ � u7 : d ������ ���U�� �~������U������ "~"""^~"^ """^^""" ^°����"^��"""^""u~�� - cr ~ : z NO_ z po Lj -- < I ul � :E - 4�60.67 C] -� : L� kl pJ 0 [n : �] »O ul r� : {] �- � ` ' � < O- IN 5298.�8 r= � ~ 5 l2^�0~TEE, l2^V' 8^V 3123.72 5�l4.37 �� �� � ���v �� Q-� m� pl 11-- z Ld -. (.) . [] < u} ` � � K� �� .- �� �� 7 � < I -- uz � < FH w 0, �� � ���� Ld 45^BEND 31�9.8O 6044.85 � _ ' 6"V' 28'~6~WTR 32O8.62 611�.70 � FH 0 | � o Lu � y- C) | o (n o 0 C) 12^x8"RED' l2^V, 8~V 32�1.27 6127.9� l2 8^x6°TEE^ �^V' l33'~6^WTR 3486.23 6l23.52 FH 13 45,8END 36O3.86 612O.97 l4 45"BEND 365277 6O�9.�9 l5 �~�6^TEE, 6^V' l4'~6^�TR 3652.l9 6U43.45 FH l6 �^x�^TEE' 6"V, l4'~6"�TR 3645.05 5714.�8 FH 17 45^BEND 3637.73 5378.22 � ^ ° /\ 18 45,8END 3561�l2 5304.87 1 ����«�� '~ l9 8"x6^T[[' 6"V' 20'~6^WTR 3533.63 53U5.46 FH 20 90~B[ND 21 45^B[ND 22 45^BEND 3113.47 5302.74 I~ 23 45°BEND 3l29 69 6O48 96 �� �- ~ -r 0: 6C412WW U r � z I I I A A � - � - . ' � LiJ � > c/) Lo 01) : O" Z II.- w'^ < Z �� �. N : C) < .� ud ^� ~ � u7 : d ������ ���U�� �~������U������ "~"""^~"^ """^^""" ^°����"^��"""^""u~�� - cr ~ : z NO_ z po w -- < I ul � :E - 4�60.67 C] -� : L� kl pJ 0 [n : �] »O ul r� : {] �- � ` ' � < O- IN 5298.�8 r= � ~ 5 l2^�0~TEE, l2^V' 8^V 3123.72 5�l4.37 �� �� � ���v �� Q-� m� pl 11-- z Ld -. (.) . [] < u} ` � � K� �� .- �� �� 7 � < I -- uz � < FH w 0, �� � ���� Ld 45^BEND 31�9.8O 6044.85 � _ ' 6"V' 28'~6~WTR 32O8.62 611�.70 � FH 0 | � o Lu � y- C) | o (n o 0 C) A A � - � - . ' � LiJ � > c/) ALL WATER MAINS TO BE D.I. CLASS 50 PIPE, : O" Z II.- w'^ < Z �� �. N : C) < .� ud ^� ~ � u7 : 0 ������ ���U�� �~������U������ "~"""^~"^ """^^""" ^°����"^��"""^""u~�� - cr ~ : z NO_ DESCRIPTION oO : < -- < I ul � :E - 4�60.67 C] -� : L� kl pJ 0 [n : �] »O ul r� : {] �- � ` ' � < O- IN 5298.�8 r= � ~ 5 l2^�0~TEE, l2^V' 8^V 3123.72 5�l4.37 �� �� � ���v �� F- ~ Cn pl � z o0 cq (.) . [] < u} ` � .. K� �� .- �� �� 7 l2^x6~TEE^ 6^V. 22'~6^WTR : -- -- uz � < FH �� � ���� 45^BEND 31�9.8O 6044.85 � _ _ _� 6"V' 28'~6~WTR 32O8.62 611�.70 � FH A : � 0 50 100 150 200 z GRAPHIC SCALE IN FEET I V) . � � � . . : : : : . c/) ALL WATER MAINS TO BE D.I. CLASS 50 PIPE, � � d. II.- w'^ < Z �� �. N �� 3: .� ud ^� ~ � �� ������ ���U�� �~������U������ "~"""^~"^ """^^""" ^°����"^��"""^""u~�� - cr ~ �� .� ) "� �� Er NO_ DESCRIPTION NORTHING EASTiNG �� �� < I l�^xl2^TAPP[NG �L[EVE^ l2^V 3078.02 4�60.67 0 u Z 2 l�~x4"T[[' l2^CHECK V, 4^V 3O81.2� 5202.37 - m - 3 45^8[ND � 3082.5l 5259.�6 �o �, �� "� 4 45^B�ND �� 3l23.37 5298.�8 `� oN U� 5 l2^�0~TEE, l2^V' 8^V 3123.72 5�l4.37 �� �� � ���v �� F- ~ 6 l2°x�"T[[^ 6^V' 22'~�^WTF� 3l24.30 5340.97 cq (.) FH ;� �� _ �� =_ �� K� �� .- �� �� 7 l2^x6~TEE^ 6^V. 22'~6^WTR 3l3l.36 5665.9U �� �� (� FH �� � ���� 8 45^BEND 31�9.8O 6044.85 9 l2"�6"TEE' 6"V' 28'~6~WTR 32O8.62 611�.70 FH 10 45"BEND 322O.7l �12�.3O 11 12^xl2"TEE, 12^x8"RED' l2^V, 8~V 32�1.27 6127.9� l2 8^x6°TEE^ �^V' l33'~6^WTR 3486.23 6l23.52 FH 13 45,8END 36O3.86 612O.97 l4 45"BEND 365277 6O�9.�9 l5 �~�6^TEE, 6^V' l4'~6^�TR 3652.l9 6U43.45 FH l6 �^x�^TEE' 6"V, l4'~6"�TR 3645.05 5714.�8 FH 17 45^BEND 3637.73 5378.22 � ^ ° /\ 18 45,8END 3561�l2 5304.87 1 ����«�� '~ l9 8"x6^T[[' 6"V' 20'~6^WTR 3533.63 53U5.46 FH 20 90~B[ND 21 45^B[ND 22 45^BEND 3113.47 5302.74 I~ 23 45°BEND 3l29 69 6O48 96 �� �- ~ -r 0: 6C412WW U 0 50 100 150 200 z GRAPHIC SCALE IN FEET I V) . � � � . . : : : : . C4 c/) :5 � � d. II.- w'^ < Z �� �. N �� 3: .� ud ^� ~ � �� re) - cr ~ �� .� ) "� �� Er Ld Z5 �� ~ �� �� 4~ .� �� �� < �� _ 0 u z X ~ 0 u Z n� U� �� �� 3: �- x �� �� - m - 0 �� %_.p �� _! _ � �� / � -- �� �o �, �� "� ��* �� r �� m ~ � `� oN U� 0 ui "� � m �� �� � ���v �� F- ~ .� ^� N U� �� �� �� cq (.) �� ;� �� _ �� =_ �� K� �� .- �� �� �N � � �� (� K� >~ F_ '� ��n �� �� �� �� (� �� �� � ���� cr C4