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MATCHLINE - SEE DWG 40-YD-C290-31 <br /> -- - -- -- ----C�- -- ---�-- - � -- -- -- � _�-�-- ---T�- -- -- - -- <br /> + � I 4 � �EGE�1D <br /> I ' <br /> O STORMWATER MANHOLE (SDMH) <br /> P 35 I 0/W L EV-196 <br /> � RI 9. 9 (TO SANITARY) I I � � CATCH BASIN TYP 1 <br /> IE 51 .5� ��� X O CATCH BASIN TYP 2 <br /> � B�T 16. 3 PH33 N I%�"I � " pVC I I I <br /> P �B_� � OUTFALL <br /> I RIM 532.55 � �- - - - - X � I DRAINAGE BASIN BOUNDARY <br /> I E 530.14 � <br /> j BOT 527.97 _ I <br /> I <br /> PH34 PH55 X PH57 I I <br /> CB-II PH26 CB-I I <br /> � RIM 532.39 CB-I RIM 560.55 <br /> � RIM 9 24 <br /> IE 519.89 RIM 518.47 U <br /> IE N 557.63 <br /> I � X IES 5279 � � I <br /> � BOT 518.56 IE 515.64 IE S 557.41 �' w BOT 4 94 I <br /> BOT 513.81 BOT 555.85 X J WS 5 6. 7 � � � <br /> WS 557.41 � I <br /> PH27 PH53 >- I I <br /> SDMH CB-I X w � <br /> I PH62 RIM 519.29 PH61 RIM 559.8o a GE �IERA� �IOTE� <br /> � SDMH IE 512.79 CB-11 IE E 554.50 � � <br /> z RIM 533.63 BOT 512.79 RIM 541 .85 IE W 554.40 � a. I <br /> I E S � I SEE ABBREVIATIONS AND GENERAL NOTES ON <br /> � IE N 522.38 IE E 540.03 WS 554.40 °O X W j � SHEET C2A. <br /> I� IE E 525.13 IE SE 531 .90 � � � <br /> � I'� �G IE S 522.4$ IE SW 538.45 00 PH56 I I I <br /> , Q BOT 529.55 I I <br /> � � PH24 WS 531 .85 ADING DOC _ , <br /> � <br /> SDMH � » �� 12" PVC R M 56 2 � I ( � <br /> 12 PVC I <br /> I RIM 514.89 / " � IE E 5 : 6 <br /> I IE 511.56 � IE W 5 . 6 ( � � <br /> BOT 511.56 I <br /> I � <br /> � PH23 CB5 i81 e ����ti���J ���G�l.�,�� I <br /> I � � �`� x � <br /> CB-I RIM 541 .84 <br /> RIM 514.43 IE 531.35 � � <br /> o IE 511 .69 BOT 529.68 + 6" PVC x � � CO �1 STR U CTI O N �l OTES <br /> I �, BOT 510.02 I � <br /> � ( PH54 <br /> I I N PH37 �B-� X I I I i � SEE SHEET C528-1 FOR STORM AND FOUNDATION <br /> � � PH52 RIM 560.52 � <br /> � �B-�� _ � � DRAIN DEMOLITION. <br /> C B I I E N 5 5 5.2 0 I I I <br /> � I RIM 534.40 PH59 � R I M 5 5 7.2 0 I E 5 5 4.6 7 <br /> � IE 523.74 CB-II I °- IE N 553.82 E ( I <br /> IE W 554.�� � � <br /> �� BOT 521 .57 RIIE 530.39 � IE E 554.00 g�T � ,� ( � � I <br /> o � PH36 PH2O BOT 529.14 IE S 553.60 � � Q � <br /> � CB-I CB-I BOT 552.50 cj� 6'� . I I I <br /> � RIM 534.13 RiM 514.05 WS 553.60 2 � <br /> � IE 530.46 IE 511 .05 <br /> - I � �u_��1�;)I � <br /> � � BOT 528.88 BOT 509.47 I P <br /> w <br /> v'F P H 60 8-I � ____ .- ____ _ I � I Q � I <br /> i I ( PH21 CB-I � RIM562.48 6 -� � / I I <br /> RIM 543.52 � I <br /> = R M 514.74 IE 539.11 ' BOT 550.23 i ��I�'lf,�'1 I <br /> � P 17 PH 18 IE 511.41 BOT 537.36 '` i � I � <br /> � ( C -I SDMH gOT 511.41 / � ,-- � I \ <br /> i RIM 515.06 � � � I � \ � <br /> � R M51 63 IE 510.56 o x � / � I � �1 <br /> ��� B T 5 9.8 BOT 510.56 / �- <br /> 50 I <br /> RI 5 9.61 PH 5 -� � / '��/X i / S � <br /> .94 � PH39 > � i X � �� 554.69 I <br /> I ��0�� CB-II I R M 53 .71 � � �-� p��g � ., IE N 551.79 ( I i <br /> M 5 6. 8 �E 5 N i x�� �CB-II � � IE W 551.29 � � <br /> 25 72 R(M 531 .98 5.$1 � �- i .. � <br /> BOT 525.72 IE 524.82 � IE 5 5.61 -� ��/ � -� 0.60 0 �-j I I <br /> BOT 522.90 � / � //X/ � �81 IE 529.36 O N I I <br /> � P H 7 / i � B O T 5 2 7.7 8 0� � - <br /> � 2�» cONC -� � PH77-� 526.44 �� � I I �� �� �2 <br /> PH42 � �_� BOT 524.44 + _ <br /> CB-i PH38 � � I � I <br /> � � �B_i � � � 03 04 � 05 <br /> RIM 534.36 +/ � - -" - � �- - I <br /> � X H14 SDMH IE 530.78 / / PD7� -'' .' � -` `_' \ I � � i �6 �7 '�8 �9 � � <br /> � � x� -�� IM 534.36 � � QJG p / �28 15 � � � � I -- - o _ <br /> RI 5 8.8 I 528.28 Q � q, - \ I <br /> 15�8 0 526.28 P 4 / 54�� .06 \ I I � 1° 12 13 14 <br /> B T 515.05 CB-I 00 � PD46 IE �535.18 S 541 .46 � � � � <br /> \ c�=ii 15 16 �q .: 18 �9 <br /> � RIM 537.80 � IM 5 .00 � E 52 "�""�•��' \ � � � <br /> I � I 3 .5 PH 0-2 � �E .84 / IE W .24 \ ( I � � ❑ � � � <br /> P \ 0 5 2. 2 � 526.23 � -1 � � � I � 2� 2� `�L3 , L 25 <br /> _ �CB S 26.17 � S 528.28 �♦ � � , <br /> R M 5 .7 \ R�{�IGj 5 .4 �- / U �_� � �� � \ I � � �- : � <br /> � PH44 �E N 9. \ �6 �:." P 28� 29- �, �� � �� <br /> IE 521 .8 .�11 CB- / � 9 } ECTRI�L J X , I I - - - _ <br /> o � � <br /> I B O T 5 2 1 .8 -►- CB-� M 5 3 9,..2-8 0 .5 � � X -X ♦ � I = � i = � _ <br /> � 26.47 '- --- - _--I€ �5 5.87 39. 0 � I � � I 3 � � 3� ( <br /> M X BOT . � !� � � � 4 � 4 � 4 � 4 I , a = __ <br /> �, ��3� � � � / x X \ � � � m <br /> o, <br /> � aoT �-,-� _---X f I ` � _ _ _ �_ <br /> o X X x-1 � - - � � <br /> N x -� � �-X L� <br /> � H6 � / '` \ � 44 4 � ' 7 , 48 4 � � � 5a '� <br /> o � � iiiiiiiiiii � � i , -� = = = = = o � <br /> ; o RB I5 / � � x PH80 x � _ � ' <br /> E � IEM540.2.07 ' N � Cg- ; 5 ,, �J � <br /> o `� 38.74 / � v � v U v u \ � � <br /> � �- � <br /> � -�- - -- _- -- - -- -- -- -- - I� EY P �AN <br /> � -- - -- -- -- - _ <br /> 0 <br /> `� MATCHLINE - SEE DWG 40-YD-C290-43 � <br /> -a SCALE: NONE <br /> � <br /> -' 1VLtlGNUSSON Strucfurat+CivilEngineers 4O 20 0 20 40 80 ¢ <br /> � �T AA �T/�T 13Q1 Fifth Avenue,s���320o P A R T I A L P I�A N <br /> a 1`L_,�1V l�1 V l�1� Seattle Washington 98101-2699 �I `•r <br /> a <br /> ASSOCIATES � T:2062921200 F:2062921201 SCALE: 1 " = 40' � �� NOT FOR CONSTRUCTI�N � <br /> SCALE: 1 :40 °° <br /> 3 <br /> N <br /> � SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN � CURRENT REVISION SYMBOL DATE o <br /> �, M. GI�� ACCEPTABILITY J. PEARSON o3.os.o� W2829162 O R I G 5.24.16 � <br /> � ORIG 40-92 BUILDING EXPANSION W2829162 MKA 5.24.,6 ����oF ��ASN�����, THIS DESIGN AND/OR H � SANITARY SEWER AND STORM DRAINAGE PLAN SHE� � <br /> �� �, SPECIFICATION IS APPROVED r. <br /> � BOE,��� � APPROVED BY DEPT. DATE TITLE 40-92 BUILDING EXPANSION � <br /> � c2go-37 R <br /> M CHECKED o <br /> co <br /> o ��� �,�CIST�R�� ��ww� APPROVED SITE 40�YD JOB N0. COMP N0, � <br /> 26506 <br /> � I� ��'S ��� APPROVED DWG N0. <br /> � 5(2�� �oNAL CIVIL MASTER EVERETf, WA 40-YD-C290-37R <br /> � <br /> (PAPER SPACE) SEE; 40-YD-C290.DWG <br />