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<br /> LEG E N D CURVE DATA NOTES z
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<br /> 0 C4.11.1 �
<br /> I _ _� � � i C4.11.1 Q
<br /> --- RIGHT OF WAY AUGNMENT PC STA NORTHING EASTING DELTA RADIUS LENGTH TANGENT � POINT OF CONNECTION MATCHLINE ao � MATCHLINE
<br /> PROPOSED CENTERLINE , � (1) 20"� HDPE ELBOW (FLxFL) � - _ �
<br /> CSO CENTERLINE 0+71.28 367580.71 1301583.26 044°57 50.00 39.22 20.68 LIMITS OF WORK I +
<br /> 1 � � `° m � �
<br /> ss ss SANITARY SEWER 2 (1) PSO CLEANOUT ASSEMBLY � ,� a. s
<br /> s� FM SANITARY SEWER FORCE MAIN 1 � 4.1 0
<br /> �
<br /> s� s� STORM DRAIN 1 3 (1) 20"� HDPE 45° ELBOW (WLxWL) SDL ALIGNMENT � 1
<br /> w WATER SYSTEM
<br /> I 2
<br /> ��i�f��q'f f-� DEMOLISHED PS01
<br /> Pso WSL ALIGNMENT 4 (1) 20"x18" HDPE TEE (WLxWLxFL) I BACK OF SIDEWALK E�— S �- �'� a �
<br /> EXISTING PS01 O
<br /> PSO NEW PS01 ` I = RIGHT OF WAY �N 1 �
<br /> ,� �� LIMITS OF WORK I � � �
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<br /> — — — — — — — — — — — — — — — — — — — — — — — — — — —
<br /> �Fj�' 2 1 DEMOLISHED PS01 � ����a ���
<br /> EXISTING PS01 �s � � � �
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<br /> 2 � 1 �
<br /> � NOTE: PSS IS IN COMMON Q 2� �
<br /> � 1 3 �
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<br /> ��O o D E M O L I S H E D P E R P L A N S EE DEMOLITION NOTES + + S
<br /> � so �,:
<br /> _ LOCATE EXISTING W� �. � 1 Ss �
<br /> PS01 PIPE AT STA 0+00 W
<br /> APPROX. NORTHING = 367632.79 � ° w EXISTING 12" WATER • �
<br /> APPROX. EASTING = 1301534.61 W �O W w � ,� 4 � �x��1 W �
<br /> xs ,� w W � � a �
<br /> � � w EXISTING 6" WATER Q �
<br /> \ R=50' W ;q' W
<br /> � w 3 ._.
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<br /> W ee— W W �N iN W W �Al �N W � W � W �1
<br /> RE-ALIGNED PS01 �"
<br /> '°S � S87° 59' 33.36"E � » So �xs so ,�
<br /> 'S PSI� —I-- PSO -�--I-- PS01—�— PIS —f--F PSO SID P -i---�- PSq--E— PISO —I---} P 0 -I--�— PSID —+-- �s4 -�—�- i� Q 18 � CSO p
<br /> '� \ ��+0� Sg 1+50� p 2+00 2+50 _3+00 3+50 _4+00 (BY OTHERS) P \
<br /> SS PSS . .�S PSS PQSS . S P� PS 4+50 �
<br /> � � FM 2 FM FM FM FM FM FM � ? s� ,
<br /> � '�M � 4 HDPE FORCEMAIN o � ,p�
<br /> � � _ _ _ o �� �
<br /> — — — — — — — — — — — — — —
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<br /> PLAN
<br /> SCALE IN FEET
<br /> 3 20 0 20 40
<br /> 0
<br /> .-=
<br /> �
<br /> � (
<br /> � �8 * FIELD LOCATE EXISTING UTILITIES. ADJUST PS01 AS � ( ( I I
<br /> o NECESSARY TO MAINTAIN MINIMUM VERTICAL , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �8
<br /> � CLEARANCE PER CITY OF EVERETT STANDARD PLANS. PROPOSED
<br /> ; i --� I _ I i � _ i _ 1 I -_ I I _ — I— _ - - I I _ _ _ _ _ _ E ( I I I I I I I I I I ,GRADE _ I _ I I I I
<br /> a EXGRADE I I I I I I I I I I I I V ( � � i I � I I I V I I � � ! I I I I I I I I PSS 6"� FH SERVICE 6"�I I I I I �
<br /> � 16 , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � _._-� — T-- �- � � � � � � � � �- � 16
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<br /> � I-�- - �i— -!- --� — ---- -! — — -�. �-- — i -� � _-- I— -�- � = �-- -1- ---I — !- -i — !--- -� —I* ' i- —I - 1- - � -� � ---T= � - �--- �_ � — � � — - -i — i i I _ I I 4 i I _ i i _
<br /> EXI STI N G F-- ,- —I �— -�- —I I— + � -�- —i �— -�- —� — 1� �
<br /> 0 14 * � I * � I I I � � I I ' 1 WATER I ( *EXISTING I I *EXISTING I *EXISTING ( I I I I I IPSO CO STA 5+88.83
<br /> m EXISTING EXISTING EXISTING STORM WATER 6 � WATER � � � 14
<br /> = PSS 6"� �WATER 6"� � WATER, 12"� � � ( � PSO CO �STA 1�+15.49 � � � I ! � � � � � � � � � ( � I I I ( I I !
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<br /> a s I �pIS�TIHDPE PSO I ( I I 1 l I I I I I I I I I I
<br /> J I I I I I I I I I i I I � �20"� HDPE ,PSO ' 8
<br /> � � � � � � � � � � � * C ! I *EXiSTING *EXISTING ' I I I I I I I I I I I I
<br /> � � , , , WATER 12 � OUTFALL OUTFALL , �
<br /> � �- - -1 - r- -j--- --1 - r- -r-- ---1 - �__ _� - - c- �--- -1 - r- � --1 - �--- ---�_ � __ _ � ---� - �---- � -1 - r- -� � - �-- - -1 - r- �- -� -- �- -r -� - r- �- - - �- �- ---1 - r- �- -� - �- �- -� - rt -� - r-- rt-- -1 - r- rt ---1
<br /> 0 6 I I I I I � I 6
<br /> �i
<br /> 0
<br /> � -0+15 0+00 1+00 2+00 3+00
<br /> 4+00 5+00 5+85
<br /> w
<br /> � PROFILE
<br /> W
<br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 1 H:,o� R E C O R D D R A W 1 N G
<br /> 0
<br /> o �� PROJECT ENGWEER: SCALE: PO RT O F EVE RETT DWG. NO.
<br /> PRD ENGINEERS, INC. {S NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED C"'1'.11
<br /> Z � O� O P OGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE
<br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. �EsicNE� BY: DATE: W A T E R F R 0 N T P LA C E C E N T R A L
<br /> p � 1736 Fourth Avenue S.Suite A WHERE SPECIFIGATIONS ARE GENERAL OR NOT CALLED OUT, N. ALEXANDER JUN. Z��I 6 CIP No. 2-0-a45-01 6-8-001-06
<br /> � � �TT{ ! f
<br /> � � Seattle,Washington 98134 Q g�15/18 �BK RECORD DRAIMNG THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF � 6-8-001-07, 6—$—���—�8
<br /> � % VERETT P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR U5E ON THIS PROJECT ONLY DRAWN BY: �HE�KEo BY: F I S H E R M A N S H A R B 0 R
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<br /> \j P.O. BOX 538 Qp 6/30/16 JBK ISSUED F� BID AND CONSTRUCTION NP ANY MANNER THAT WOULDI CONS T U TE SO DEOTRIMONBE USED APPRovED BY: P S O � P LA N A N D P R 0 F I L E N0.
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