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NOTES: <br /> ' CONTRACTOR SHALL VERIFY ALL UTILITIES <br /> IN THE FIELD PRIOR TO BEGINNING WORK / 1. CONTRACTOR L VERIFY ALL UTILITIES IN <br /> FIELD PRIOR TOO WORK. <br /> ' 2. ON-SITE LAYOUT IS INCLUDED TO <br /> SEE ELECTRICAL PLANS ! COORDINATE DRIVEWAY LOCATION SERVICE <br /> UTILITIES. ON-SITE DESIGN IS SUBJECT TO <br /> I CHANGE AND WILL BE DESIGNED AND <br /> PERMITTED UNDER A SEPARATE BUILDING <br /> • 0 IZ PERMIT. <br /> 7\ <br /> r� IQ / 3. TYPICAL TRENCHING EXCAVATION SHALL <br /> not Ir CONFORM TO COE STANDARDS. PIPE <br /> 4mhU I <br /> It <br /> TRENCH BACKFlLL SHALL CONFORM TO COE <br /> 0417*A, WIN LOT 3 / STANDARD PLANS 614, 615 AND 620. <br /> 1\APS,.` x Iw �- 4. PIPE CONNECTION OR RECONNECTION TO <br /> 9200'SHORELINE BOUNDARY <br /> NII EXISTING STORM STRUCTURES PER COE STD <br /> W __I DWG NO. 616. <br /> �i .e NIe I <br /> 11 I <br /> i <br /> I cs <br /> \ EX 8' 1 <br /> I 1 CAST IN PLACE LINING <br /> 444i 14 15°C900 PVC I I <br /> - 0 0.46% - jfI <br /> -- CONNE T TO EXIST <br /> - - -- - - -- - - — <br /> # SDMH #100 TRANSITION COUPLER <br /> ' - 11 SDMH 101 TR STUB WITH 1 <br /> I�—,•I <— < CONNECT TR AND E PIPES I <br /> v v I I *\ ",^ I s• TO NEW STRUCTURE <br /> C' l''') 464.(11) <br /> b+()Ai�`� " W "4 49+00 50+00 -_SD-SD 51+00 51 <br /> Nw T� I f - - •�� SSD - Wim_ --- - - - - sp�--3D - - - - <br /> H ____ r 1 T¢ ,. 2lk <br /> �. �SD �/- - - - - -�� �-�-SD RELOCATE EXISTING 11 <br /> z W s0 sD 447�� SD ,� - �_ LIFT STATION <br /> -- �� 1 ��� / SDMH #102 ` <br /> rte ��\ r��f1�r1� I <br /> U e\ .f 1 �0001P EX 12" 0 0.37% illt <br /> en cet I I CAST IN PLACE LINING <br /> `\ j�� I EXCEPTION 1 <br /> LOT 11-4 I 1 o to 20 40 <br /> I <br /> 1 inch=20 ft.HORZ <br /> - - - -- -- _ _-/ .. 0 2.5 5 10 <br /> V I `� I <br /> L _ _ 1 Inch=5 ft.VERT <br /> i <br /> 25 25 <br /> 20 < - - - - ._.-. 20 <br /> O <br /> N <br /> 9 <br /> J Q O 1 <br /> N d W N _ <br /> sx <br /> a - WY <br /> - 2-00% co <br /> 15 <br /> - <br /> : <br /> 1.00% -4.009II <br /> °° <br /> ul <br /> } <br /> \ w <br /> 10 <br /> s 10 224 LF 15 PVC C900 SD-&.0.48% I I 111 LF-15"PVC C900 SD 0 046Y - <br /> l22 LF 15"PVC C900 SD®0.45% <br /> I I EXIST 8° AND 12" OUTFALL PIPES TO BE RE-LINED WITH THIS PROJECT <br /> y T - I <br /> — <br /> SDMH #102. TYPE 2-48" SDMH #101,TYPE 2-48" 178 LF 8 PVC C900 SD 0 0.40% <br /> cE 5 1 5 <br /> STA. 46+80.09 STA. 47+89.95 SDMH #100. TYPE 2-48" <br /> g RIM 12.50 RIM 12.00 STA. 49+11.03, 7.60,RT I <br /> ce 15°IE 7.75(W) 15" IE 7.24 (W) RIM 12.50 <br /> ;c.--' 15"IE 7.75(E) 15° IE 7.24 (E) 8 16 6.69 (E) I • I <br /> O U 15°IE 6.69(W) 0 <br /> 12"IE6.69(6) I 1 I <br /> 1 -5 -5 <br /> 45+5045+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+00 50+40 50+80 51+20 51+50 <br /> PERMIT SUBMITTAL - MARCH 2017 <br /> ' e- 1 PROJECT ENGINEER SCALE: DWG. NO. <br /> Call 811 PORT OF EVERETT C4.6 <br /> ,1,.; <br /> • •Mn business days ,\o G. Ci C. BORZIO AS SHOWN <br /> p �•t before business <br /> dig ,4 0 VAS ' � DESIGNED BY: ��: RIVERSIDE BUSINESS PARK - <br /> � + 0+ 0•' ��/�`el' C. RAPP 3/20/2017 CIP N0. 3-0-0-031-01, <br /> R14 . <br /> �y,/ 3-0-022-01, <br /> �%. 16015th Avenue,Suite 1600 �7�t <br /> �/ / DRAwN BY: CNECNm BY: PUBLIC ACCESS TRAILS AND 5-0-015-01 _ <br /> Seattle,WA 98101 i <br /> !' P.O. 607( 5381q3ff 206.6x2am ��ai.ef'\ T. DEWITT A. CISNEROS ROADWAY IMPROVEMENTS PROJECT PA-RS-2017-01 <br /> " , PSS�ONAL�''6` APPROVED 8TH STREET GRADING AND DRAINAGE <br /> EVERETT, WA 98206 <br /> (425) 259-3164 PROJECT NO. 1600312 NO. DATE BY REVISION NO. DATE BY REVISION - - - - PLAN AND PROFILE SHEET NO. OF 65 <br /> 4 <br />