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<br /> / / 'O • r r /RIM 456.E c '� / 42 ICV ! ✓IE 448.E IE: 452.02 8 (E) / Do�lCRs
<br /> V \ / / I j I f sR i I 1 1 01-25-2019 RESPONSE 01
<br /> �� ,' ' / ! agl �� / I 1 CITY OF EVERETT
<br /> \ * 0 ,� �. / / / , / i �' ,' I !�.. J 3 03.29-2019 RESPONSE 01 (BLDG)
<br /> -..,,,446-- ,,,T,...,,.. - `- / / j S� '/ i r `�r�' FFE 457.1 / I >� I CITY OF EVERETT
<br /> I. 1 4 04.29-2019 RESPONSE p i (PVu)
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<br /> 2C)' �s 1, '/ " /�//, //// ( ..1 dilij�1 �; If I PROJECT MANAGER
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<br /> �„ 1 ,- .► ,, PROJECT ENGINEER
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<br /> EX / . "6 E SEMENT 8" PVC IE 447.03 W / ..'. - ` .� I �.
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<br /> LEGEND E
<br /> TNOES
<br /> ', �,�rlS T Opp
<br /> FIREPROTECTION NOTESCONNECT NEW SANITARY SIDE SEWER TO EXISTING MANHOLE. RE-CHANNELIZE ' <s$ rrasNj4 L�'�
<br /> RIGHT-OF-WAY/ PROPERTY LINE - `S, &‘• •'o
<br /> EXISTING MANHOLE AS NECESSARY. CONTRACTOR SHALL FIELD VERIFY 'a y
<br /> 1. THE FIRE PROTECTION SYSTEM SHOWN ON THESE CENTERLINE O LOCATIONS AND INVERT ELEVATIONS OF EXISTING PIPES PRIOR TOI ? e
<br /> DRAWINGS, INCLUDING MATERIALS, SIZING, AND
<br /> CONSTRUCTION. NOTIFY ENGINEER IF EXISTING CONDITIONS CONFLICT WITH /`
<br /> CONFIGURATION, IS SUBJECT TO APPROVAL BY A FIRE EASEMENT PROPOSED DESIGN. ,A 39383 4' W, ..
<br /> PROTECTION ENGINEER. THE DRAWINGS CONTAINING FIRE
<br /> PROTECTION WORK, INCLUDING DETAIL DRAWINGS, SHALL BUILDING OUTLINE CONNECT SANITARY SIDE SEWER TO EXISTING SIDE SEWER . CONTRACTOR o,t)ilectsT `s°�ti•'
<br /> BE STAMPED FOR APPROVAL BY A FIRE PROTECTION SHALL POTHOLE AND FIELD VERIFY LOCATION AND INVERT ELEVATION OF SIONAL
<br /> ENGINEER AND SUBMITTED TO THE FIRE MARSHAL FOR S SANITARY SIDE SEWER 4 `LI EXISTING PIPE PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF EXISTING
<br /> APPROVAL. C3.10� CONDITIONS CONFLICT WITH PROPOSED DESIGN. 5/31/2019
<br /> ® SANITARY SEWER CLEANOUT 3 SANITARY SEWER POINT OF CONNECTION. REFER TO PLUMBING DRAWINGSTITLE2. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE 123 PROPOSED MINOR CONTOUR FOR EXACT LOCATION AND INVERT ELEVATION. T
<br /> PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH CONNECT DOWNSPOUT TO STORM DRAINAGE NETWORK. REFER TO AI AREASTORM
<br /> BY"NFPA 13", ITS AMENDMENTS, AND LOCAL 123 PROPOSED MAJOR CONTOUR 0 ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION OF DRAINAGE AND
<br /> REQUIREMENTS, INCLUDING BUN NOT LIMITED TO DOWNSPOUTS. �
<br /> ACQUISITION OF ALL PERMITS. .. FIRE HYDRANT ASSEMBLY Civil Engineers :. _ .� ,
<br /> C3.14 5 CONNECT FOOTING DRAIN TO STORM DRAINAGE SYSTEM WITH 6" SOLID PVC Structural EngineersAI
<br /> - =y
<br /> ® SDR35 PIPE WITH A MINIMUM SLOPE g A` I �����
<br /> 3. THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED BY A THRUST BLOCKING S O E OF 2.0%. Landscape Architects wI 4
<br /> 0
<br /> WASHINGTON STATE CERTIFIED LEVEL"U" CONTRACTOR IN C3.14 yPlanners xs '' g# F
<br /> OVERBUILD STRUCTURE ON EXISTING PIPE. CONTRACTOR SHALL POTHOLE Community��{ q. FITTINGS AS NOTED � °
<br /> ACCORDANCE WITH WAS 212-80-010. > r�1 6 AND FIELD VERIFY LOCATION AND INVERT ELEVATION OF EXISTING PIPE PRIOR Natural Resource Ecologists
<br /> W WATER PIPING 4 O TO CONSTRUCTION. NOTIFY ENGINEER IF EXISTING CONDITIONS CONFLICT Land Surveyors ': z t PROJECT N0.
<br /> 4. CONTRACTOR'S BID SHALL REFLECT THESE CONDITIONS C3.10 WITH PROPOSED DESIGN. Neighbors ''1 : 1 z'44-' 18.03-01
<br /> AND REQUIREMENTS. A D' ``' '1 �` DATE
<br /> ® CATCH BASIN TYPE 2 C3.10
<br /> a�Ai
<br /> O CONNECT PIPE TO EXISTING STRUCTURE. CORE DRILL WALL TO PIPE DIAMETER 12/21/2018
<br /> 45. FIRE SPRINKLER UNDERGROUND SUPPLY AND FDC ® CATCH BASIN PER PLAN C3.10 C3.10 +2 MIN. FILL ANNULAR SPACE WITH NON-SHRINK GROUT. 4 PROJECT NETWORK PATH
<br /> 0 REQUIRES A SEPARATE PERMIT FROM THE EVERETT FIRE
<br /> DEPARTMENT. CONTRACTOR SHALL APPLY FOR AND OBTAIN 0 STORM DRAINAGE CLEANOUTAlk GRAPHIC SCALE 1 `
<br /> O i 8� CONNECT NEW FOOTING DRAIN TO EXISTING. � '
<br /> PERMIT. 0 ROOF DRAIN DOWNSPOUT
<br /> Q ® 0 10 20 40 TACOMA SEATTLE
<br /> RECONNECT ALL LINES DISCHARGING TO DEMOLISHED CATCH BASIN#7171,
<br /> 9 S P O K A N E • T R I - C I T I E S SHEET NUMBER
<br /> '//4 D STORM DRAINAGE PIPING 4 SEE SHEET C1.01. _ �
<br /> C3.10/a PROVIDE PRECAST CONCRETE SPLASH BLOCK FOR ROOF DRAIN DOWNSPOUT, 1" = 20 FEET 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> �p/ GRADE TO DRAIN TOWARD EARTHEN SWALE. REFER TO ARCHITECTURAL 253.383.2422 TEL 253,383.2572 FAX Www.ahbl.Corn WEB
<br /> FOOTING DRAIN 0Know what's below.
<br /> VP DRAWINGS FOR EXACT QUANTITY AND LOCATION OF DOWNSPOUTS. 1\1 f I
<br /> PROVIDE POSITIVE DRAINAGE TO BIORETENTION FACILITY OVERFLOW �� � ' V PERMIT SET
<br /> Cali before you dig. RD RD ROOF DRAIN LINE
<br /> (-1,-1) ELEVATION AS SHOWN.
<br /> DATE: May 30,2019 FILENAME: Q:\2018\2180406110_CIV\CAD\2180406-SH-STRM.dwg COPYRIGHT©2018 shoesmith cox architects
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