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i � LEGEND � �
<br /> I � N I I I R/w RIGHT OF WAY �,� �
<br /> 3 0 14L ALIGNMENT 3
<br /> � � - PROPOSED CENTERLINE /
<br /> � � �� ss SANITARY SEWER � �
<br /> C3.08 C3.08 �:��: F�n SANITARY SEWER FORCE MAIN �y � 4 �' o
<br /> - �- - CAPPED FOR FUTURE � v'
<br /> MATCHLINE �-- MATCHLINE p cp STORM DRAIN �' '�� � o
<br /> � N W (--�_ �- W CONNECTION, TYP. ti �\ ox
<br /> I o � o�-- ( WATER SYSTEM �� � �.
<br /> ; ! �- � ; o �
<br /> � � �' Q ' � � ��
<br /> � �RI � j
<br /> d- R/W R/W R/W R/W R/W �/W R/W R/W R/W R/W R/W R/W R/W R/W �� � S -
<br /> Q � Q �
<br /> - � �
<br /> I S ��
<br /> 1 � CB 116 �CB 117 4 � � s /
<br /> CB 124 0 FHA STORM WATER � SDL ALIGNMENT CB 109 ��O �
<br /> C3.12 W W W W _ TREATMENT SYSTEM SEE SHEET C3.09 W W W W W W W �v W W w w w w � w �� w °�'` ��
<br /> �_ INSTALL W/ THICKENED HMA EDGE & GRADING -�_�-- S �\
<br /> CB 118 a 0 / �
<br /> � s � � =-o SEINER DRIVE SS ,,�� �
<br /> 18"� OVERFLOW � c, ss ss -� S -,-----,-_ C� tT,X � � . �
<br /> (BY OTHERS)
<br /> � 0 5 00 5+50 � � 6�0 ~ �"' 6+50 7+00 7+50 8+00 � 8+50 g��� D �
<br /> _z. � �,�..- 50 ��
<br /> p p SD S�D - SD Q � � CI p CB 107�
<br /> < �
<br /> �,\� 4„� PVC WYE (45') CB 123 � i � CB 108 � �
<br /> � � �� �
<br /> ��� / 4»� PVC ELBOW (22.5°) CB 125 � CB 126 �
<br /> � p `� 4"� PVC, TYP. � ��'�o
<br /> � O xh „ � �
<br /> � 4 � PVC WYE 45 � 4 R�w ti�
<br /> �i �.\� �� f � � � ss ss ss � w �F`
<br /> qI' /� RW RW W RW RW � W RW RW RW RW RW RW R - R�
<br /> �,��yl/ � G� � � �\� � '� � � � � `�� � � � � � �W R/W � R/W R/W
<br /> �S �'�` � C7 �`� `� �� , � BACK OF SIDEWALK
<br /> / / T = _
<br /> �' RENCH DRAIN OUTLET FLOWLINE IE 17.11
<br /> � - RIGHT OF WAY, TYP.
<br /> � � �, B TYP. � 4 �
<br /> /00 � c3.�2 QUTILITY BUILDING ROOF DOWNSPOUT SEE C3.09 FOR CONNECTION
<br /> / x
<br /> �a � /,� �OCATION APPROXIMATE TO EXISTING MANHOLE
<br /> � �q�c �RENCH DRAIN,TYP.------�\ TRENCH DRAIN OUTLET FLOWLINE IE =16.63'
<br /> / � � o
<br /> � `'4 `� ��� � if�� PLAN EXISTING MH
<br /> , ,os ti�. I li ���
<br /> �� P TRENCH DRAIN TYP. w�'
<br /> � � ' SCA�E IN EET
<br /> / / (�1 , n. I II
<br /> 20 0 20 40
<br /> 3 J z i , � � �
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<br /> O � �
<br /> I � �
<br /> `i 18 Z a 1 WATER SERVICE �4"� � � ( � � i � ( � ( � � � � � � � � � � � 1 g
<br /> � PROFILE � EXISTING I 3 � � �� � � � ( � I i IE 15�76' I � � CB 12�6 � ( � � � ( I I I ( ( I
<br /> _, _.. �- -I- T
<br /> � GRADE GRADE _ STORM 12 CPEP _ _ � _ ; _ _ I- _SDL STA: 6+82.53 -I _ I ` , u , _ , , --I - - - ,
<br /> o � _ � � � � � IE 14.14' 22LF 0.51� � � � � � � � � � �� � � ; I OFFSET: 10.02 R � I � � I � � � � � - � -T � � � I � � � � � � �
<br /> � 16 '- - TO CB 124 RIM: 19.14 T' � � �
<br /> � I » I I � - ! � I I i I I I I 1 ! 1 ' I , I I - !- -I- -I -�- � STORM 12" CPEP I I I i I I I I i I I 16
<br /> c, INV IN: 11.22
<br /> Q I 48 F 4� CP � 1'-- -i- -' 1 F�4" CP� P � 2 � ' ---- � � � + I I � I � � "
<br /> INV OUT: 11.12 IE 14.4 24LF 0.50� I � 165 F �2 C EP � I I (
<br /> �" EREP-i � _ .� ` � - - -- � � -._ TO CB 109- - - - -65L-�1 " EP€P ,- -
<br /> � � I � � I � I � ^ � ( � �
<br /> 0
<br /> 0 14 � � � � � � � � � � � � � 14
<br /> W ' ° STORM 24" CPEP CB 108 • �
<br /> o � - � � CB 118� _� � � � IE 11.12' 11.39LF 0.50� � � � � ` _____ _� - - �SOF SET:80951R- - � T � - T � + --�5� � -+� - �--
<br /> m ISDL STA: 4+80.77 0.1 0 � � �
<br /> = 12 ( I OFFSET: 5.91 Ri , � � ' � � ( � �•70� � � I � I � I I I RIM: 18.52 I � SDL STA: 9+22 42 � � � � � 12
<br /> RIM: 18.49 � � � � I INV IN: 14.40
<br /> ' � � � � WATER SERVICE 4"� � ( � � I � � � � � � INV IN: 14.40' I I OFFSERIM 18 23 I I ( CB 106 I
<br /> Q INV IN: 14.00 �
<br /> i i
<br /> w � � f INV IN: 13.24;j� -�- - -- �-- - �-- -�-- -� CB 123 -IE 11.63 I - � - !-- -{- ---; ---- - _ -I - � � _� I I � � � ___ � INV OUT: 14.30'- � � - r-- INV IN: 13.98'� � � � � �- �- I-
<br /> SDL STA: 5+35,80 � IE OUT: 11.28 � 2 INV IN: 13.98'
<br /> N 10 � t2) TD INV IN: 15.00 OFFSET: 10.78 R ' � ' �
<br /> ,� � I i I i I I ( I I 1 I I I I f i I� I I I I I 1 I � �o
<br /> INV OUT: 13.14 -T-.- CB 125 I I I I I INV OUT: 13.88 I I I I ( ( I I I
<br /> Z RIM: 18.23 SDL STA: 6+26.73 FHA STORM WATER �
<br /> w � � „ � _ _ I _ I _ I I __ _ INV IN: 13.09' ' _ OFFSET: 10.10 R � I IE IN: 12.61' � TREATMENT SYSTEM I I + I ( I I I � I I I I I I
<br /> � ____ _- ____ � - - - - - - - - - - - - - - - - - - - - -
<br /> Q - STORM 24 CPEP�- - I -� INV IN: 14.14; RIM: 18.82 I i - � -� � --- -SEE SHEET C3.09 ��--- - - - - - - ; (
<br /> Z 8 IE 13.24 47LF 0.13� � � INV IN: 13.09 I INV IN: 12.88 J i „ �) � � ' ' ` I I I I � I I I I I I I I I I I I I
<br /> � I I TO CB 116I � ' ' ' ' INV OUT� 12.99�' �- � INV OUT: 12.78' ; � SEWER SERVICE 6 � , , , , , , , , , , , , , , , , , , , , , � � , � 8
<br /> Z 2 � IE 11.67 � �
<br /> Q _ -I - G-- -�- _--I - I _� -a - i- -I- - _ i` -� � - �- _�_ � _ � --i � _ -I- � i- T ---- - I- -!- --- - -- - _I _ -- -!- -� _ I-_ _i --I "- -- -i - _ G--_ _�- -I ` i_ !- -I - i- -! -� - -!- -I - i- -I- -I - -- -! -I - �--
<br /> � 6 � � � � ( 3 � 1 ( � � � � I � � � � � � ! ( � � � � � � � � � I � ( 6
<br /> � EXISTING ( ( I ( I � I I � I ( � I �
<br /> � � � � ( CSO 30"� i � � � � � ( � � � � � � �
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<br /> i 4 I i � � � � 4
<br /> � 4+00
<br /> W , 6+0o P R 0 F I LE �+oo � s+oo 9+00 �o+oo
<br /> � IF THIS DRAWWG IS NOT 22"x34" SCALE ACCORDINGLY. 5+00 1 H:10V R E C O R R A W I N G
<br /> 0
<br /> � PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO.
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