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� � �
<br /> �
<br /> I � I ( I LEGEND �
<br /> \ � 0 14L ALIGNMENT � R/W RIGHT OF WAY �
<br /> � � PROPOSED CENTERLINE �
<br /> � � @- SS SANITARY SEWER �
<br /> C4.08 C4.08 y c�
<br /> MAT-CHLI'NE � i-- MATC �'- � SANITARY SEWER FORCE MAIN �'�, o � o 0
<br /> I w I �- s� STORM DRAIN N=367262.97
<br /> y � ��� r o
<br /> � � o�� E=1302147.59 � � �.�
<br /> w WATER SYSTEM IE=12.66 a �
<br /> 3 � �-- � 3 � CAP, TYP. �
<br /> � cn + o �
<br /> � � _ � � � � F�I SSMH 103
<br /> #
<br /> � 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 -�/
<br /> S a `� a �o �oT s -
<br /> � - �
<br /> o � :
<br /> �1 �1 � �n SDL ALIGNMENT � � �° /
<br /> N=367497.28 SSMH 108 ' N� _ �� � � x�0 � �
<br /> � W W W W W W W U/ --i- W /1`�-- W N W �V +- W W W V�l W W W W W W �- W y>
<br /> E=1302116.56 0 � � _ � s �\
<br /> IE-12.88' '�? SSMH #105 O / �
<br /> � � '� ss ss _---_�--_____ SE I N ER D R I VE � � � ss �� �
<br /> o �
<br /> CO � 5+00 5+50 � 6�� 6+50 7+00 7+50 8+00 8+50 9+�� �
<br /> SD �
<br /> -,� � 0+00 �� s� s� s� C1 - - � � p� s� N=366958.68
<br /> C�l== _�� � �
<br /> � s � _� � � E=1302095.53
<br /> � � � � �� SSMH 104
<br /> �1 V� - - - N # °�n
<br /> ��� ' IE=12.63�
<br /> J� o �� `�� ��v �' 1
<br /> �� % � ,> o �n o
<br /> �, � xh 18 � OVERFLOW � > �, w y �
<br /> y� r �� � (BY OTHERS) 6"� PVC CO o R' l2
<br /> \ �� -,
<br /> �q�'� /� � RW RW W � RWSS SS I R�w �
<br /> �,Q C�l �� C.��� �� ��1� �� � � � R/W ,�W R/W R W R/W R/W R/W R/W R/W R/W - R/W�1-- R/W
<br /> �
<br /> / �s/�F C� � FOUNTAIN STORAGE TANK BACK OF SIDEWALK �� N=367096.03
<br /> / \ o
<br /> � `� � AND DRAIN LINEQ N=367315.88 � = RIGHT OF WAY, TYP. E-1302055.68
<br /> / � �, o � � E=1302063.39 o IE=13.03'
<br /> � �� �� FIELD LOCATE EXISTING UTILITY. NEW SANITARY /,�IE=12.02'
<br /> O ` �� �
<br /> s� xo 1NFORM ENGINEERS OF ANY SERVICE, TYP. / � �
<br /> / � �q�, DISCREPANCIES TO SURVEY
<br /> _
<br /> � � �° c�cti�� � I PLAN .�A
<br /> , �os ti�, � �.
<br /> /:�� � n , � ,� �j I SCALE IN FE �.�,
<br /> 20 0 20 40
<br /> 3
<br /> � `7 - f^ �^ �1- �- T �1 _ � �� - � T �i "_ �- T � � f��- �`f�� � � �I� � - I� �T �1 `- I- -7` -1 - � _ _a _ f�_i� � I- `i --1 -- !�' � _' __ t� �l�" �l - � T �I - f�T �l - T �l - I� TT �i - f�- T-1 �
<br /> � 20 � � � I � ( I ! � � � � t � ( ( � � � � � � ( � � 20
<br /> � I I I i I ! z � I I I t 1 I I I I � � I I I I I I I I I I I I I I I I I
<br /> � -1 __ t--- � -� _ i_ � -1 _ i- a_ _ r--- � _I _ � -� _I - � �. � � _ _ � _ _ � - - - - - - � _ -a-- � - �- T � - - - ;- - -
<br /> � I � (- � � T � f� � � fi � � � � � � ��i � �
<br /> � �8 P I I I I I I ! I i ! I I I 1 I I I I T_I I 1 I 1 I I I I I I I I I I I I I I I ' ' ' �s
<br /> ROFILE ,
<br /> Q GRADE _ -- _ - - - - - - - -- -- _ _ _ � _� _ _ _ I �� � I i � I _ -- I I � i_ i _ I __ I I I I I I I I - - I - i -! - I - -T- �
<br /> Q � '_ . T' --� ._._ SSMH #108 _ � � I I ( � I � I � � � I � ( f � �- -- T � � I- � � � --r -`� � � � y� � ( 1 - - - � � ( � � � -. �
<br /> 14L STA: 0+03.78 16
<br /> � �6 � � � � -- � � � � � � � � , � � � � � __._ -'-- --� � � - � � � � � , »
<br /> OFFSET: 0.00 ____ - � WATER 12 � ' ' ' ' ' ' ' '
<br /> � EXISTING � I _ - -r-- -�- -�-
<br /> � GRADE I RIM: 18.50 STORM 12"� _' `�- - � i � � � � IE: 14.20' '
<br /> a --! -- �---- --�--- -i - INV IN: 12.00 �-- , >� �-. � --� - (� _� SSMH #105 ___. � I _ I _ _ ( I _ _WATER SERVICE �_ I I _ _ ( I I I
<br /> o , IE. 14.20 WATER SERVICE SDL STA: 6+30.93 � � � -WATER SERVICE--� �--- -� ,-- -,-- --� -- -�- -� �--- -,- „ ,{ -,- -� - � � T � � T � - � � - � -
<br /> 4 � IE: 15.40
<br /> a 14 INV IN: 10.91� ( 4"� IE: 13.55' OFFSET: 0.00 � I 4 � IE.I 15.75 I I ( I I I � � � „ I I � I I � 14
<br /> = INV OUT: 10.91 STORM 12 �
<br /> �' I 1 I I I I I I I ( ( INVRIN: 11�. 2' I I I I I { 1 I I 1 I I � , �
<br /> a -I I- 44CF » , , , IE: 14 46' � � � I �� ( ( ( � �
<br /> w i I �� � I � 6 � - �--- -�-- ----1 �-- -t- --) --- I--- -1- INV IN: 11.47� -- - -(- --I � � I � � I � � �� I 258LF 12� PVC � T � � � �1- � - � � -1 - � -r- - -� 75LF 12 � PVC -, � � 66LF 12"� PVC
<br /> �2 ( I � ' � I I2�09; INV OUT: 11.22
<br /> `� I I I I 141 LF 12"�I i � �
<br /> Z WATER 12"� . 2 0 12
<br /> N I , IE 10.0' I I I I o.221� I I I� 2 (
<br /> 0.22�
<br /> � - - -- - I I -- - - - - I I » � I I �.�2�� � - ( -- SEWER � - - -I � SEWER � � � � _ __ �_ � � -- -- - - - -- -� � - � � - SEWER-- - - - - - - - - - - - - - - - - SSMH #103
<br /> Z �� � ( � ( �SERVICE ( � � ( I ( SSMH #104 ( SDL STA: 9+65.00
<br /> Q , , , �� , , PS02 18 � , � � � � � SERVICE � � �SERVICE , , , , , , , , , , , , , , , , , � SDL STA: 8+88.76 � � OFFSET: 0.00 10
<br /> Z 12 � SEWER IE: 8.70 I I OFFSET: 0.45R
<br /> I I I ` II RIM: 18.22
<br /> z --� _- -- --�- ---� - �- -�-- --i MAlN- � - - � -�- � - � -�- --i - i- + ----I - �- � - I- -l- --I - F-- -i- � - �- -- -i -- � -l-- -1 - �-- -�- -� - �--- -+-- - k- � -l - l-- �-- -� - -- �. � - � RIM: 18.61 , _ � - � iNVIN: 11.95'
<br /> a INV IN: 11.79 INV IN: 12.20'
<br /> � 8 � � � � � � � � � � 6 � I � I � ( ` � � ( � � i � � � � � � INV OUT: 11.79' . � � '
<br /> � INV OUT: 11.95 $
<br /> i � � � � � � � � � 1 � � � � ( � � � � � � �
<br /> � _I __ i- -�- --- - -i- -I - -1- --„ -�,-- �-- - -�- --� -- � �1 � � � ~1 - � T -1 � � - -1 - � rt -1 �_ T -I __ � _1� _ � � _f - ' _ ' ' _ , _ ' _ , _
<br /> � , cso3ov � � T � I- T � T � I- � � � T � f
<br /> � 6 i I 4 � ---� __ - I E; 3.33' - �- � - 4 I I I
<br /> I 6
<br /> W 4+00 � i 6+00 7+00 8+00 9+00 10+00
<br /> � PROFILE
<br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 5+00 1 H:1 ov R E
<br /> ,� CORD DRAWING
<br /> � PROJECT ENGINEER: SCA�E: ��
<br /> o a� PORT OF EVERETT °w�. N .
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<br /> o � � O ,� CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. �Esi�NED BY: DATE: WAT E R F R 0 N T P
<br /> v cfl 1736 FourthAvenue S.SuiteA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, N. ALEXANDER JUN. 2016 LA C E C E N T R A L CIP No. 2-0-045-01, 6-8-001-06,
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<br /> N0. DATE BY REVISION
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