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HomeMy WebLinkAboutR-411010w T1 S 7 TOP OF CONCRETE SLAB CONCRETE SLAB ON GRADE PER PER STRUCTURAL PLANS STRUCTURAL PLANS 4" CAPILLARY BREAK EXISTING GRADE , d d - - d / 0 SUBGRADE ELEVATION 'coo ooc(jo ooc(jo ooc�o ooc(jo ooc{�o ooc�o 00 0 0 0 �� L oc(jo OOo S OOo 8 OOo S OOo S OOo 8 OOo S OOo OOo S OOo S 00 TOP OF DRUM SHALL BE PROVIDE SOLID COVER „ 6 MIN ABOVE GRADE OooO� OooO� Ooop� ODO Ooop Ooop� OooO� o0 00 OUc Ooo PER PLAN o00 0000 0000 0000 0000 000 0000 0 0 0000 000o MATCH EXISTING 5' DocuSign Envelap� ID. fiEECF5B5-602A-AEdA•B436•A317AA5388�8 12" PERFORATED PIPE - 5' _ _ - — — — RUNOFF WITH SEDIMENT 3 5" MAX, �- � DRAINAGE GRATE TRIM STRUCTURAL FILL COMPACT NATIVE 3 3 GRATE FRAME _ BUILDING SLAB EXCAVATION MATERIAL SUBGRADE I 1, I ° ° ° TIT1, U' — OVERFLOW9YPASS EXCAVATION NOTES BELOW BUILDING 5. THE ANTICIPATED BOTTOM OF GEOTECHNICAL ENGINEER AND o 0 o SLAB AND FOUNDATIONS EXCAVATION ELEVATIONS SHOWS ON RECORDED IN THEIR FIELD NOTES. 0 0 o O THE PLANS HAVE BEEN DETERMINED COMPENSATION SHALL BE PER THE sElPWINLET GRATERiVICE 1. SEE STRUCTURAL PLANS FOR: UTILIZING AVAILABLE BORING UNIT PRICES DESCRIBED IN THE 0 0 :3t>: FOOTING DETAILS AND INFORMATION PROVIDED BY THE PROJECT SPECIFICATIONS FOR THE o 0 0 SEDIMENT AND DEBRIS wa DIMENSIONS GEOTECHNICAL REPORT. THE ADDITIONAL EXCAVATED SOIL, AND PROVIDE 12" MIN CLEAN GRAVEL -TOPS OF FOOTING ELEVATIONS CONTRACTOR SHALL USE THE ASSOCIATED IMPORT STRUCTURAL FILTERED AROUND PERIMETER OF DRUM AND DEPTHS OF FOOTINGS EXCAVATION ELEVATIONS PROVIDED FILL, BEYOND THE ANTICIPATED RUNOFF F,LTERED -REQUIRED BEARING CAPACITY FOR BIDDING PURPOSES. THE ACTUAL ELEVATIONS. WRAP WITH FILTER FABRIC WATER BOTTOM OF EXCAVATION ELEVATIONS � j ° ° ° 2. SEE ARCHITECTURAL AND SHALL BE CONFIRMED BY THE 6. PLACE FOUNDATIONS ON COMPACTED o 0 0 55 GALLON DRUM STRUCTURAL PLANS FOR BUILDING OWNER -APPOINTED GEOTECHNICAL STRUCTURAL FILL. THE o ° ° W/ 2" DIA WEEP HOLES LAYOUT AND FOOTING LOCATIONS. ENGINEER DURING CONSTRUCTION. IN GEOTECHNICAL ENGINEER SHALL o 0 0 THE EVENT THE BOTTOM OF VERIFY PROPER COMPACTION IS 0 0 0 WIRE TIES . 3. SEE SPECIFICATIONS 312000 - EARTH EXCAVATION ELEVATION IS LOWER ACHIEVED PRIOR TO PLACING — — 0 0 o W MOVING - FOR STRUCTURAL BACKFILL THAN SHOWN ON THE PLANS, THE FOUNDATIONS. 0 0 0 ¢ 13 O SUMP PUMP MATERIAL AND COMPACTION CONTRACTOR SHALL MEASURE THE 0 0 0 z O 0 AND MOTOR SECTION VIEW REQUIREMENTS. VOLUME OF EXCAVATION IN BANK 7. THE CONTRACTOR SHALL PREVENT WATER LEVEL YARDS WHICH ARE ADDITIONAL TO THE FINAL SUBGRADE FROM BEING 4. BEARING SUBGRADE SHALL CONSIST THE PLANNED EXCAVATION. THIS CONTAMINATED OR COMPROMISED. CONCRETE BLOCKS aRAANAGE GRATE OF DENSE, UNDISTURBED, NATIVE VOLUME SHALL BE VERIFIED BY THE (RECTANGULARC44ATE SHOWN) Rr=TRI1`VA1_SY51-ItM ITYP-) BEARING MATERIAL AS CONFIRMED BY THE GEOTECHNICAL ENGINEER. NTS NTS Building Bottom of Mass Excavation B.O.E Sediment Trap w/ Moveable 55 Gallon Drum and Pump OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISCMIMRIC VIEW TOP HINGE GATE CHAIN LINK 180' SWING HARDWARE FABRIC PREFORMED CHAINLINK 4 8' MAXIMUM NOTES: PANELS WITH 1.6" 0 6' FENCE I P1 QTECTIOH SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 6W FEET OF A DISTURBED OR CONSTR{1CTION AREA. UNLESS THE RUNOFF THAT ENTERS THE CATCH BASINWILL BE CONVEYED TO A SEDIMENT POND OR TRAP TRUSS RODS (TYP) GALVANIZED POSTS AND RAILS CLAMP ADJACENT PANELS TOGETHER 6' MINIMUM z 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 1 THE CONTRIBUTING DRAINNGi AREA MUST NOT BE LARGER THAN ONE ACRE. w d. SIZE THEBELOW INLET GRATE ❑EYICE {E1GtJl i=OH THE STO RI.iWkYEk STRUCTURE IT VIlILL 5ERL1lCE. STRETCHE Z BAR (TYP) LULL. 5- THE BIGD SHALL HAVE A BLIELT-IN HUSH -FLEW RELIEF SYSTEM IOVERFLOW BYPASS). CO $- THE RETRIEVAL SYSTEM Mi, ST ALlIQW REMOVAL qF THE Rh5D V4rrHOUT SPILLING THE COLLECTED MATERIAL T- PERFOi7M MAINTENANCE IN ACCORDANCE WITH.S.TANDARCD SPECIFICATION "1.3(15) A. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE_ THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UN LESS UN$RNASE NI)TrD. DRAWING 15 NOt TOSCALE(NTS' A PUBLIC WORKS STD. PLAN - 115.311 BOTTOM HINGE 2" MAX CLEAR a DRIPLINE OR 36x THE TRUNK DIAMETER NOTES: APPR �: URI aFPARTIukENT CATCH BASIN INSERT GAZ 9/28/2018 1 ; x, ;� 180° SWING o " 1. 6-FT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED THE B GREATER VALUE AT THE DRIPLINE OR 36X THE TRUNK DIAMETER OF THE SUPPORT FENCE WITH CONCRETE TREE TO BE SAVED, FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). \'\i\\>/ TENSION WIRE INSTALL FENCE POSTS USING PIER BLOCKS ONLY. DO NOT DRIVE POSTS i i- BLOCKS OR METAL STANDS OR STAKES INTO ROOTS. 2. FOR ROOTS OVER 1-IN DIA THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION, ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL WITHIN FOUR HOURS. NTS NTS NTS 3, WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY, NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF NTS Catch Basin Sediment Filter 7 Construction Access Gate Temporary P Chain Link Fence EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF Tree Protection I O THE FENCING. IF CONDITIONS WARRANT IN ORDER TO CONFORM TO NPDES REQUIREMENTS ROUTE BACKWASH TO TANK 6" 0 PIPE 4" 0 PIPE , DISCHARGE TO EX TR CONSUCTI pN RUN ' STORM SYSTEM III 3" 0 PIPE f 14 4" 0 PIPE p o o YO PIPE 2"0 PIPE O PROVIDE CB G� 1� I I I 1C)III 11 1� h LJL DIRECTION DIRECTION PROTECTION DIRECTION DIRECTION OF FLOW OF FLOW ' EROSION CONTROL PUMP RUN-OFF IN TEMP � WEIR TANK SEDIMENT POND 0 SEDIMENT POND TO TANK OF FLOW 74,561 GALLONS REQUIRED 79,880 GALLONS PROVIDED OF FLOW SAND PARTICULATE no (7,480 GALLONS OF STORAGE) 0 0 150 GPM PUMP MEDIA FILTER BAG FILTER � NTS NTS Not Used Baker Tank 15 NTS Not Used 16 COPYRIGHT© 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. z O } J Q LL 0 Ur M N � z O O W � O COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS OF WAS I 39871 w� REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS boy II j 10801 Main Street, #110 1 Bellevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 DEMOLITION AND TESC DETAILS R-41 1010 CIII Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)