Laserfiche WebLink
i <br /> MATCHLINE - SEE DWG 40-YD-C290-31 '. <br /> -- - -- -- -- �- -- ---�-- --� � -- -- - � o� -.-- --��- -- � -- - - <br /> � �. � I I Q I� �EGE�1D <br /> P 35 I 0/W L EV-196 I I O STORMWATER MANHOLE (SQMH) <br /> � I i � CATCH BASIN TYP 1 <br /> � R� 9��9 (TO SANITARY) 1 " O CATCH BASIN TYP 2 <br /> � B�T 1 16. 3 PH33 Q � ( " pVC <br /> �,, P � _� �, I • OUTFALL <br /> B � _ _ _ _ � ( I DRAINAGE BASIN BOUNDARY <br /> RIM 532.55 � x <br /> � I IE 530.14 � � <br /> � BOT 527.97 � I � � <br /> PH34 PH55 x PH57 I I I <br /> CB-II PH26 CB-I � CB-I <br /> RIM 532.39 CB-I n � RIM 9 24 <br /> IE 519.89 RIM 518.47 RIM 560.55 �� � X IE N 5 6.59 <br /> j BOT 518.56 IE 515.64 IE N 557.63 � IE S 5 .27 � I <br /> IE S 557.41 �' w BOT 94 � � I <br /> I BOT 513.81 BOT 555.85 x � WS 5 6. 7 � � <br /> � ---PH27 PH53 WS 557.41 � ; <br /> SDMH ��-� � I I A <br /> I PH62 RIM 519.29 PH61 RIM 559.80 " � I GEf� ERAL NOTES <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 I I <br /> � I E N 5 2 2.3$ I E E 5 4 0.0 3 IE WS 554.40 °O X Z � I � SHEETBCRAVIATIONS AND GENERAL NOTES ON <br /> � IE E 525.13 IE SE 531 .90 � � � � <br /> IE SW 538.45 0° PH56 I <br /> '� I E S 522.48 i <br /> � QJ�' BOT 529.55 --- SDMH <br /> �, PH24 ADING DOC � <br /> � SDMH WS 531.85 --- „ - ��� 12" PVC RIM 56 2 ( <br /> I RIM 514.89 � / 12 PVC X <br /> � I E E 5 , 6 I I I <br /> � IE511 .56 � IEWS . 6 � � <br /> B O T 5 1 1.5 6 � I I � <br /> � P H 5 8 Q X '��3 1���� �'���`�� I <br /> � � PH23 � � I I � <br /> CB-II ,��1, <br /> CB-I RIM 541 .84 <br /> ( RIM 514.43 IE 531 .35 � x � � A <br /> lo IE 511 .69 BOT 529.68 � 6" PVC I � I I CONSTRUCTION NOTES <br /> � �, BOT 510.02 <br /> PH54 I I <br /> CB-I X � <br /> �I (N PH37 PH52 RIM 560.52 � I I � 1 SEE SHEET C528-3 FOR STORM AND FOUNDATION <br /> M ( R M I534.40 �B-� IE N 555.20 � I � I � DRAINS. <br /> i <br /> � IE 523.74 �B59 � RIM 557.20 IE E 554.67 I I <br /> i' BOT 521 .57 RIM 543.63 N IE N 553.82 IE W 554.�� � � <br /> �i IE 530.39 r- IE E 554.00 BOT 5 .�? I � n I � <br /> PH36 PH2O IE S 553.60 � <br /> � CB-I CB-I BOT 529.14 BOT 552.50 cj� I u I � <br /> I RIM 534.13 RIM 514.05 WS 553.60 26� � � <br /> o IE 530.46 IE 511 .05 � r,�;� <br /> � I ��������� <br /> ,�, BOT 528.88 BOT 509.47 � � I � <br /> P <br /> _.- - - <br /> `�'� PH60 R M I554.56 � � I i <br /> w P H 2 1 C B-i I IE 562.48 -� � � � I � <br /> z SDMH RIM 543.52 <br /> = RIM 514.74 IE 539.11 � BOT 550.23 � i � I �':��1;1 I \ <br /> � P 17 PH18 IE 511.41 BOT 537.36 '` i I <br /> � C -I SDMH gOT 511.41 / � � � I I \ <br /> I I RIM 515.06 / � � � I \ I <br /> I R 51 63 IE 510.56 o x � � I � I � . <br /> ��� BT59. BOT510.56 / 50 I I <br /> RI 5 9.61 PH 5 / � i �/�x -/ i S I <br /> .94( � --- PH39 SD H � � i � i �� 554.69 I <br /> � ����� M 5 6. 8 CB-II j RIM 53 .71 � � ��� pg�g � � IE N 551.79 ( I � <br /> , �, � ,i � � � IEW551 .29 � � I <br /> RIM 531 .98 I IE 5 5.81 �- � X � � CB-II 0.60 �O � I <br /> 25 72 IE 524.82 � IE 5 5.61 �' x�/ � <br /> BOT 525.72 gOT 522.90 � / X�� PD48�' IE 529.36 � N <br /> � P H 7 / / � � � �-1 1 BOT 527.78 ��N <br /> � I � I <br /> . 0 <br /> � 2�» CON� -� � PH77i 526.44 �� � I I �� �� OZ <br /> PH42 � �_� BOT 524.44 _ <br /> CB-I PH38 � I I I I <br /> � �" cB-i � � � � 03 04 � � 05 <br /> - <br /> RIM 534.36 + � - - - -`- I <br /> � X � SDMH IE 530.78 / � PD76� � � � ' � `'� � I � � I �6 �7 ��8 �9 � 0 . <br /> � CH 14` IM 534.36 � � , QJ�' P / �-11 \ � � � I ol <br /> '`RI 5 8.8 I 528.28 0 / � _ RIM 5 . � I <br /> / I I 11° 12 13 14 <br /> � 15�8 0 526.28 P 4 Q PD46� 54�3 .06 � I _ <br /> S 541 .a-6 15 16 � .: �18 �9 <br /> ( B T 515�05 CB-I / 0 + C�I I I E E 52 5.18 � � .,,,,.�� \ \ � � <br /> � R I M 5 3 7.8 0 I M .0 0 � • I � , _ <br /> I � I 3 .5 PH 0-2 �` �E ,84 / IE W .24 ' � � � � � �I � <br /> P 0 5 2. 2 � 526.23 � � `� � � 2� 21 �3 � 2 25 <br /> � ��g B 26.17 � S 528.28 �♦ _- � <br /> RI M I5 .7 \ R-I�GI 54 .4 -� / � �_� / +'� �-- \ � I : M ' �� s � <br /> \ PN44 E N 9. <br /> IE 521 8 _ � ECTRI�L J X � �6 I.. 28 2�- �� �� ��_ <br /> ' �kl 11 CB / I 9 �- -� � I � C ° �. � <br /> i I BOT 521.8 + CB-� ` M 539,.�8 � � / � X " ♦ � I � I 3 = : 3�, � ' : : <br /> ---- ____ ____ ._-I€ �'55.87 p p p \ � Q = -_ <br /> � X�E� 3.6.47 BOT . 39 0 � � / V � V Q V 4 V Q a I - <br /> �, � i � � / x X � � � � fi' - <br /> � � <br /> � BOT 52�'�_4x-_____x X_-----x � � ,� � �-'� _-.. ...� : : <br /> °V X �" / r-X X � � � *. o <br /> } H6 � � } \ � 44 4 � = 7= , 48 4 � � � 5a � <br /> o � � I I I I I I I I I I I � I I a � �.-� � � -� _ _ _ _ � � <br /> � B I � x PH80 X � I � _ � <br /> v � RIM 544.07 � `'' � CB- ♦ I � I I 5 5 <br /> o N I E 540.24 � f v � � � 4 � 4 ♦ � <br /> � r- 38.74 � <br /> � -- - -- -- -- - �- -- -- -- -- - -- -- -- -- - � I� EY P �AN <br /> � � <br /> = MATCHLINE - SEE DWG 40-YD-C290-43 <br /> -�, SCALE: NONE <br /> a <br /> m <br /> � n A A(��j T T c(O�T StrurFural+Civil Engineers � <br /> tv►� �vlvvv� �v PARTIAL P �A�I 4° 2° ° 2° 4° 8° Q <br /> = �T A� �T(�T 1301 Fifth Avenue,Suite 3200 � cv <br /> a L�L,�lY L�1 V l�1 C Seattle Washingron 98101-2699 0 � <br /> � ASSOCIATES ■ T:2062921200 F:2062921201 SCALE: , �� = 40� NOT FOR CONSTRUCTION �' <br /> � <br /> SCALE: 1 :40 `" <br /> N <br /> � DRAWN I L CURRENT REVISION SYMBO� DATE N <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE j� G ACCEPTABILITY J. PEARSON 03.08.07 <br /> � R CH CKED SANITARY SEWER AND STORM DRAINAGE PLAN ~ <br /> P ' � W2829162 5.24.16 � <br /> � - GENERAL REVISION JMP 1-3-2012 �`� oF ��'�s��h��i THIS DESIGN AND/OR <br /> �' �`� G�, �' SPECIFICATION IS APPROVED sHEET � <br /> � A 40-92 BUILDING EXPANSION W2829162 MKA 5.24.16 �0�,�� � ��' T'r�E 40-92 BUILDING EXPANSION � <br /> M APPROVED BY DEPT. DATE C 2 9 0 3 7 p <br /> CHECKED z <br /> 0 co � zssos <{, APPROVED <br /> 0 �� �� .�� SITE 40-YD �oB No. �oMP No. � <br /> �, <br /> y�a�I�'° ��sSIONAL ���� APPRovE° CIVIL MASTER EVERETT Wq ow� No. 40-YD-C290-37 � <br /> � <br /> (PAPER SPACE) SEE; 40-YD-C290.DWG <br />