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<br /> � LEGEND KEYNOTES �g�STOp�,
<br /> � �OF WASgj���
<br /> FIRE PROTECTION NOTES - - RIGHT-OF-WAY/PROPERTY LINE CONNECT NEW SANITARY SIDE SEWER TO EXISTING MANHOLE. RE-CHANNELIZE ,�p ���� , ��'o,y ,'G�y
<br /> EXISTING MANHOLE AS NECESSARY. CONTRACTOR SHALL FIELD VERIFY �. � o
<br /> 1. THE FIRE PROTECTION SYSTEM SHOWN ON THESE 1� LOCATIONS AND INVERT ELEVATIONS OF EXISTING PIPES PRIOR TO Q =� z
<br /> DRAWINGS, INCLUDING MATERIALS, SIZING, AND - CENTERLINE CONSTRUCTION. NOTIFY ENGINEER IF EXISTING CONDITIONS CONFLICT WITH AS-BUILT pRAVMNG NOTE: i
<br /> CONFIGURATION, IS SUBJECT TO APPROVAL BY A FIRE PROPOSED DESIGN. ""T'o�""°ET '"Ero a�w.ca"'R"�T� "° �'�
<br /> - - - - - - - - - - - EAS E M E N T er x saau�aamucme u a.�s � 39383 ��v�
<br /> PROTECTION ENGINEER. THE DRAWINGS CONTAINING FIRE CONNECT SANITARY SIDE SEWER TO EXISTING SIDE SEWER . CONTRACTOR ���n�i�t��I�I� ��'� �E�ISTEREO l
<br /> PROTECTION WORK, INCLUDING DETAIL DRAWINGS, SHALL BUILDING OUTLINE SHALL POTHOLE AND FIELD VERIFY LOCATION AND INVERT ELEVATION OF "°T`e�'"E�-�.T�w'°"m�w�'" sSIONAL E��
<br /> �aa�w�ss m��M-nr�.aK.�wo s wor
<br /> BE STAMPED FOR APPROVAL BY A FIRE PROTECTION 4 OO EXISTING PIPE PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF EXISTING ����"�a �
<br /> ENGINEER AND SUBMITTED TO THE FIRE MARSHAL FOR S SANITARY SIDE SEWER C3.10 CONDITIONS CONFLICT WITH PROPOSED DESIGN.
<br /> APPROVAL. • SANITARY SEWER CLEANOUT C3 13 3 SANITARY SEWER POINT OF CONNECTION. REFER TO PLUMBING DRAWINGS �,�
<br /> 2. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE 123 PROPOSED MINOR CONTOUR O FOR EXACT LOCATION AND INVERT ELEVATION. AREA A STORM
<br /> PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH CONNECT DOWNSPOUT TO STORM DRAINAGE NETWORK. REFER TO
<br /> BY "NFPA 13", ITS AMENDMENTS, AND LOCAL 123 PROPOSED MAJOR CONTOUR 4O ARCHITECTURAL DRAWWGS FOR EXACT QUANTITY AND LOCATION OF C3 11 D RAI NAG E AN D
<br /> REQUIREMENTS, INCLUDING BUN NOT LIMITED TO � DOWNSPOUTS. Civil Engineers � � "'"=�',
<br /> ACQUISITION OF ALL PERMITS. � FIRE HYDRANT ASSEMBLY O CONNECT FOOTING DRAIN TO STORM DRAINAGE SYSTEM WITH 6"QJ SOLID PVC N Structural Engineers ���` h= UTI LITY P LAN
<br /> C3.14 5 � ;
<br /> 3. THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED BY A � THRUST BLOCKING 2 SDR35 PIPE WITH A MINIMUM SLOPE OF 2.0%. Landscape Architects µ `
<br /> C3.14
<br /> WASHINGTON STATE CERTIFIED LEVEL"U" CONTRACTOR IN OVERBUILD STRUCTURE ON EXISTING PIPE. CONTRACTOR SHALL POTHOLE Communiry Planners �:-'
<br /> ACCORDANCE WITH WAS 212-80-010. � "� .� FITTINGS AS NOTED AND FIELD VERIFY LOCATION AND INVERT ELEVATION OF EXISTING PIPE PRIOR Naturat Resource Ecologists,;,����, ; �
<br /> 6 Land Surve ors PROJECT N0.
<br /> W WATER PIPING 4 TO CONSTRUCTI ON. N O T I F Y E N G I N E E R I F E XI STING CONDITIONS CONFLICT Y
<br /> 4. CONTRACTOR'S BID SHALL REFLECT THESE CONDITIONS C3.10 WITH PROPOSED DESIGN. Neighbors 18.03-01
<br /> AND REQUIREMENTS. O CATCH BASIN TYPE 2 C3 10 oar�
<br /> 1 3 3 CONNECT PIPE TO EXISTING STRUCTURE. CORE DRILL WALL TO PIPE DIAMETER ■ � 6/S/2020
<br /> 5. FIRE SPRINKLER UNDERGROUND SUPPLY AND FDC ■ CATCH BASIN PER PLAN C3.10 C3.10 C3.13 O +2" MIN. FILL ANNULAR SPACE WITH NON-SHRINK GROUT. � PROJECT NETWORK PATH
<br /> O REQUIRES A SEPARATE PERMIT FROM THE EVERETT FIRE � STORM DRAINAGE CLEANOUT GRAPHIC SCALE
<br /> DEPARTMENT. CONTRACTOR SHALL APPLY FOR AND OBTAIN C3.11 O CONNECT NEW FOOTING DRAIN TO EXISTING. 0 10 20 40 T A C O M A • S E A T T L E
<br /> 0 � PERMIT. o ROOF DRAIN DOWNSPOUT ,
<br /> Q RECONNECT ALL LINES DISCHARGING TO DEMOLISHED CATCH BASIN #7171, S P O K A N E T R ( - C I T ( E S Sl1EET NUMBER
<br /> � Q D' 4 9 SEE SHEET C1.01.
<br /> � �� D STORM DRAINAGE PIPING C3.10 1'� = 20 FEET 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> PROVIDE PRECAST CONCRETE SPLASH BLOCK FOR ROOF DRAIN DOWNSPOUT, 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
<br /> --------- -- FOOTING DRAIN � 10 GRADE TO DRAIN TOWARD EARTHEN SWALE. REFER TO ARCHITECTURAL ■
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<br /> DATE: June 8, 2020 FILENAME: Q:\2018\2180406\10_CIV�CAD\2180406-SH-STRM.dwg
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