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<br /> , GENERAL CONSTRUCTION NOTES DESIGN CRITERIA REINFORCING �AR pRESSURE RELIEF VALVE �
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<br /> CODE: VERTICAL LOADS ON VAULT LID: MATERIAL REQUIREMENT: PRESSURE RELIEF VALVES SHALL BE 4"m TROY MODEL A2580 HYDROSTATIC RELIEF �4@18"o/c , Q zo zo Z =
<br /> VAULT DESIGN AND CONSTRUCTION SHALL CONFORM TO THE VALVE AND WALL THIMBLE WITH REMOVABLE GRATE, EA WAY � � � ¢ p
<br /> PROVISIONS OF THE 2012 IBC AS ADOPTED BY THE CITY OF EVERETT �UNIFORM LIVE LOAD ; = 150PSF REINFORCING BARS: _ ____ \, ,�_ � Q Q J y
<br /> . WASHINGTON, � U S E D E F O R M E D B A R S C O N F O R M I N G T O A S T M A 6 1 5, G R A D E 6 0, E X C E P T C O N T R A C T O R M A Y S U B M I T A L T E R N A T E V A L V E T Y P E S F O R C O N S I D E R A T I O N. S U B M I T A L L �,�., ` W > > a W
<br /> AS NOTED ON THE DRAWINGS, DOCUMENTS RELATED TO THE ALTERNATE INCLUDING INSTALLATION DETAILS TO THE �' - a � � 3 ac
<br /> GENERAL DETAILS: �'HS20 TRUCK WHEEL LOADS ; ' - � �' � � � J
<br /> ENGINEER FOR REVIEW, VALVES SHALL BE SHOWN TO OPEN AT A PRESSURE -=�N �� �� z z �
<br /> CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE 13'-6" 14' to 30' TRACTOR ; FABRICATION AND PLACING REQUIREMENTS: DIFFERENTIAL NOT EXCEEDING 9" OF WATER HEAD. ALTERNATE VALVES SHALL BE `V �\ � - � � z v v > S
<br /> SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. F U L L Y S E R V I C A B L E T O M A I N T A I N P R O P E R O P E R A T I O N O V E R T H E L I F E O F T H E S T R U C T U R E. ~ c,�,> � � � �
<br /> F R O N T A X L E = 8,0 0 0 I b, B E N D I N G: CONC DOBIE OR CHAIR � � J W �
<br /> DISCREPANCIES: � � � - SINGLE REAR AXLE = 32,000 Ib, BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN � o a a o ¢
<br /> THE CONTRACTOR SHALL NOTIFY ENGINEER UPON FINDING ANY FRONT REAR REAR � CONCRETE SHALL NOT BE FIELD BENT UNLESS NOTED OR SHOWN �1D � > > � o
<br /> DISCREPANCY OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS, o 0 0 � T R A I L E R ; OTHERWISE OR AUTHORIZED BY THE ENGINEER. -- FILL WITH GROUT AS DIRECTED 3 TY p G �A� � S L A� S �C T I 0 N � W y N � �
<br /> SINGLE REAR AXLE = 32,000 Ib, � s S � o
<br /> r SHORING 6 EXCAVATION: TRACTOR TRAILER PLACING: N �+ ur Y+ v
<br /> THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT BY PRECAST PLANK MFGR, S� SCALE 1-1/2"=1'-0" � ¢ � � Z
<br /> EXCAVATION PROCEDURES, INCLUDING LAGGING, SHORING AND DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF . . . . .. .. . . . .. .. . . . .. , .. .. ,. .. .. ... ..
<br /> PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND �VACTOR TRUCK WHEEL LOADS ; AT SERVICE DRIVE ONLY CONCRETE. MAXIMUM SPACING OF SUPPORTS SHALL BE 3'-6", ���� ��� �� � �� � � � � �� ���� ���� � �� � 2'-6° MAX a � � r �
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<br /> UTILITIES, �g�-4u �_6° . � � . . �'`_ � � � c� N � �
<br /> _ CONCRETE COVER: _ . , � .� , s � c;+ � � N
<br /> WALL BACKFILL: FRONT AXLE = 16,800 Ib, MINIMUM CONCRETE COVER FOR REINF. SHALL BE AS FOLLOWS, UNLESS � � :� ; ,% '�� ; SEE CIVIL DWGS � � o 0 0 0
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<br /> PRIOR TO BACKFILLING VAULT WALLS THE CONTRACTOR SHALL HAVE o NOTED OTHERWISE: .�.-.�,. ..� �. . , �.�.�, TYP WALL ; ;' ��. ,-� PIPE LOCATION AND
<br /> PLACED THE LID PLANKS AND PROVIDED A MINIMUM OF 5 DAYS OF o REAR AXLES = 67,300 Ib, . ..�.-.�.�.�.�.�.. . . . .�.�.�.� �.•.�.�.._ . . .•.•.�.�.�.•.•. . . REINF ' .' �'� '� � INVERT ELEVATION �
<br /> ' CONCRETE CAST AGAINST EARTH 3° � �� �� � �� � � � � �� �� � ��� �� �� �� ������� � � �� ��� � � � � V
<br /> CURE ON THE PLANK VOID FILL. � � ' ` ' �
<br /> BACKFILL SOIL: � CONCRETE CAST AGAINST FORMS AND ; '' ;' ' ; a �
<br /> WALL BACKFILL SHALL BE WELL GRADED FREE DRAINING SOIL FREE FRONT REAR EXPOSED TO EARTH 2" CONT, BACKER ROD IF REQ'D, \,�,� `�,, � � Z
<br /> OF ORGANIC MATERIAL, BACKFILL SHALL BE PLACED IN LIFTS OF NO (DUAL TANDEM AXLES� ��; i e � � a � �.�� � � �
<br /> � MORE THAN 8 INCHES AND COMPACTED TO WITHIN 90% OF THE SOILS WET SETTINGS: � TYP PLANK JOINT �ETAIL - � � ° Q � `` . � c �
<br /> MAXIMUM DRY DENSITY, ALL COMPACTION OCCURING WITHIN 5' OF THE SOIL COVER FOR LID DESIGN: REINFORCEMENT ANCHOR BOLTS, OR ANY EMBEDDED ITEM WITHIN THE ;' � a � �� � pe o
<br /> WALL SHALL BE COMPLETED USING HAND OPERATED MACHINERY, PLANK MANUFACTURER SHALL BE RESPONSIBLE FOR DETERMINING CONCRETE, MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN S� SCALE 1"=1'-0" a ; � � � '�� y w J
<br /> THE SOIL COVER DEPTHS USED IN THE LID DESIGN BASED ON THE POURED WITHIN THE FORMS. � � a � � Y v � �
<br /> VAULT AND FINISHED GRADE ELEVATIONS AS SHOWN ON THE LAP SPLICES: N ���� , ; a � '%� i o � o W
<br /> S P E C I A L I N S P E C T I O N P L A N P E R M I T T E D S E T O F C I V I L D W G S, L A P A L L B A R S 2 4" M I N U N L E S S S H O W N O T H E R W I S E O N T H E S E D R A W I N G S. , `'��, i ; ;%' � � Y � � �
<br /> SOIL COVER FOR SUBSTRUCTURE DESIGN; �� � a � �� � � � '
<br /> GENERAL: THE SUBSTRUCTURE WAS DESIGNED FOR A MIN SOIL COVER OF 12 `,' � ��� � 0 Q � �
<br /> S P E C I A L I N S P E C T I O N B Y A Q U A L I F I E D I N S P E C T O R I S R E Q U I R E D I N 0 P E N M E T A L G R A T I N G , , � � 3 ^
<br /> A C C O R D A N C E W I T H T H E 2 0 1 2 I B C, INCHES AND A MAXIMUM SOIL COVER OF 65 INCHES ABOVE THE TOP � � �� , � ; � � � t �
<br /> OF THE LID, OPEN METAL GRATING SHALL BE WELDED STEEL BAR GRATING AS r_ •� ; ; ADD �1�-#7 VERT T r �-
<br /> Q U A L I F I C A T I O N: SPECIFIED ON THE DRAWINGS. ALL STEEL GRATING AND GRATING �5@ 1 2°o/c H O R Z & _ �� � � � �
<br /> THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO R A I S E D G R A T I N G: 1 0 0 P S F P E D E S T R I A N L I V E L O A D, _ ___ � A D D #5 x 4 8�� � � � �`.�` �;' � FULL HEIGHT EACH Q � � a
<br /> COMPONENTS INCLUDING ITEMS EMBEDED WITHIN THE CONCRETE VERT ON 6ACK FACE SIDE OF BLOCKOUT
<br /> � SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. — OF WALL, DOWELS TO -- _ D I A G A S � � ; �
<br /> THE BUILDING OFFICIAL, FOUNDATION DESIGN, IS BASED ON THE FOLLOWING VALUES AS PRESENTED SUPPLIER SHALL PROVIDE ALL COMPONENTS NECESSARY TO INSTALL " �� FOOTINGS ARE NOT . � SHOWN ' ,�` ' ' �f�
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<br /> REQUIRED VERIFICATION 6 INSPECTION: IN THE GEOTECHNICAL REPORT BY LIU b� ASSOCIATES DATED 12-31-2007 AND SECURE THE GRATING IN PLACE AND SHALL PROVIDE SHOP ,��' ' REQUIRED AT THESE '� � I ��I ` d, K
<br /> THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS b� DRAWINGS DETAILING ALL COMPONENTS OF THE INSTALLATION, VERT BARS Sj ��� 0�+
<br /> INSPECTIONS NOTED IN THE SCHEDULE BELOW ALLOWABLE BEARING PRESSURE; 3,500 PSF �; � � 24�i �:, 2 W A L L �E I N � @ p I p E p E N E T�A T I 0 N pf'�pF � -
<br /> LATERAL EARTH PRESSURES ON VAULT: LEVEL BACKFILL �
<br /> AT REST CONDITION: 55 PCF EFW DRAINED / �5 X 30�� S� SCALE N/A ;� �_
<br /> INSPECTION � TESTING SCHEDULE ACTIVE CONDITION: 35 PCF EFW DRAINED TO MATCH HORZ. '� �
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<br /> 2012 IBC SEISMIC PRESSURE COMPONENT; E = 12H PSF UNIFORM �5 x24"x24"
<br /> CORNER BARS TO , S' �
<br /> TYPES OF WORK FREQ. SECTION ;,� � F Gc�AAL E�o������
<br /> � SATURATED SOIL DENSITY; 125 PCF 218 MATCH HORZ ; ���NA� E�
<br /> +�,�57� I� ��,.��� ��i� :; �...r��.��. s.. ,,,.;- :;
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<br /> � REINFORCING STEEL, PLACEMENT. P 1910,04 C O N C��T� �: �:�: � `: - GROUT FILL — I2I-#5 CONT.
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<br /> INSTALLATION 6 FASTENING OF PRECAST ACI 318; CONCRETE REQUIREMENTS: '��� �"� ����� ��� � �� � � ��� ������� ����� ����� �"�� ��� , I2�-#5x4 0 @ EA PLANK
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<br /> PANELS CH 6 LOCATION STRENGTH MAX W/C RATIO �
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<br /> PLACEMENT OF CONCRETE C 1910,10 VAULT WALLS & LIDS 4000PSI @ 28 DAYS 0.50 ' _ a Z
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<br /> VERIFYING USE OF REQUIRED DESIGN MIX 1904.2 GRADE SLAB b� FTGS 3000PSI @ 28 DAYS 0.53 = , , , , ' � a Q ° ° � a � a a.. �
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<br /> P PLANK VOID FILL TO MEET PLANK MFGR'S REQUIREMENTS� `-� ' ' .' % '• . ' ' _ _ �
<br /> TESTING OF THE CONCRETE FOR SPECIFIED °' � � ' ' � � � � ° ° a `
<br /> STRENGTH, AIR CONTENT AND SLUMP C 1910,10 PLANK JOINT GROUT TO MEET PLANK MFGR'S REQUIREMENTS� � � � .�, ' `• �` � � 4i_�n � ` ° a a a Z
<br /> ; , � MINIMUM STRENGTH SHALL BE 3500PSI @ 28 DAYS. �, ...... �:; ' . . `�,;.,,,� � �
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<br /> 50ILS � , � � ti,; '�t..� --------- +�� -. . ��:�..........
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<br /> VERIFICATION OF SOIL-BEARING CAPACITY, C 1705.6 CONC, EXPOSED TO WEATHER SHALL CONTAIN 5/. + -1/. ENTRAINED AIR. � �' ' ' 2t5 214 � � � .' 216 _ `� 3 BRG. MIN, �� CONT NEOPREEN BRG Z Q
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<br /> � INSTALLATION OF DRAINAGE SYSTEM: ��:� ; ; ; ; � .�`�� --- �
<br /> . � 5@EA HORZ / ' STRIP AS REQUIRED BY � 0
<br /> PLACEMENT � COMPACTION OF WALL BACKFILL; MIX DESIGN: • � ' ' ' ' � `. � # � �
<br /> SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN 216 � � � � 6„ � � �',� � — ' J --- THE PLANK MFGR, _ �
<br /> FREQUENCY LEGEND CONFORMANCE WITH THE SPECIFICATIONS. � � 8 SPACES @ 6" o/c 6" '��_� � / �2�-#5 CONT. �� � Z
<br /> C = CONTINUOUS P = PERIODIC ; ; ; ; _ � � � W
<br /> SEE REFERENCES AND STANDARDS LISTED WITHIN THE MATERIAL REQUIREMENTS: ; ; ; ; `� �� � �- WALL VERT REINF TO W
<br /> � CEMENT: ASTM C150, ADMIXTURES: ACI 301. 3 DIA THRU WALL �
<br /> VERIFICATION b� INSPECTION SCHEDULE FOR MEANING OF � � 5'.0" ' ' PRESSURE RELIEF — EXTEND 11�� MIN. ABOVE = W
<br /> PERIODIC AND CONTINUOUS INSPECTIONS, AGGREGATES: ASTM C33, WATER: ASTM C94. � - �; � -
<br /> � � � � SLEEVE @ 50FT +/- TOP OF WALL 0
<br /> SUBMITTAL OF REPORTS: PLACING REQUIREMENTS: ' ' ' '
<br /> ALL SPECIAL INSPECTION REPORTS AND TESTING REPORTS SHALL BE � � � � �/C W
<br /> SUBMITTED TO THE OWNER, SITE STRUCTURES AND THE BUILDING OFFICIAL PLACING; L � � � � Z �
<br /> B7 THE AGENCY PERFORMING THE INSPECTION OR TESTING, PLACE CONCRETE AS NEAR Y AS PRACTICABLE TO ITS FINAL � � � � � W
<br /> POSITION TO AVOID SEGREGATION, ; ; ; ; ' J a
<br /> � DEFERRED SU�MITTALS DEBRIS: _ ! ; ; ; ' ° � ° � • • a �
<br /> REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE. �ETAIL � W
<br /> � � � � � 2'-p�� 8 �
<br /> THE FOLLOWING AREAS OF WORK SHALL BE CONSIDERED AS CONSOLIDATION; � � � � S� SCALE 1�'=1'-0�' W
<br /> "DEFERRED SUBMITTALS" AS DEFINED IN THE 2012 IBC CONSOLIDATE CONCRETE BY SUITABLE MEANS, THOROUGHLY WORK � � ; ; �
<br /> � a, PRECAST PRESTRESSED HOLLOW CORE PLANK CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS, i � � ; 4 TY P WA L L C 0�N E� �E I N FO�C I N G
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<br /> CURING REQUIREMENTS; 0
<br /> ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE S� SCALE 3/4"=1'_O�� �
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<br /> OF A CIVIL ENGINEER LICENSED TO PRACTICE IN THE STATE OF CURING: � ' 217 ' � � �
<br /> WASHINGTON WHO HAS CURRENT DESIGN EXPERIENCE IN THE TYPE CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A
<br /> OF WORK REVIEWED, SUITABLE PERIOD OF TIME AFTER PLACEMENT, � � � � NU I2I-#5x o� @ EA PLANK, �
<br /> THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL � � 217 � � .— �3�-#6 CONT, #5x 18'� @ EA VOID
<br /> THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED BY WEATHER CONDITIONS; ' ' ' ' PLACE @ CENTER OF PLANK VOID.
<br /> � � � � BLOCKOUT SHOW ON THE - I3�-#6 CONT,
<br /> THE ENGINEER OF RECORD, ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD p p N�� SKEW HOOK AS NEEDED, DO NOT
<br /> WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS, M 4 p�� LID PLAN � PLACE HOOK HORZ,
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<br /> ST R U CT U RA L ST E E L LID PLANK PLACEMENT: ��� u N �; I� 203 a a a .�`Q.a �.�.Q.: .:_.:.. �. .. . :_..... . � �� . a a .
<br /> IN NO CASE SHALL THE LID PLANKS BE PLACED BEFORE THE WALLS � 220 ,� �� . . z ` ° a a $ �
<br /> HAVE BEEN ALLOWED A MINIMUM OF 3 DAYS OF CURE. WHEN AVERAGE p �� �� �� 6
<br /> MATERIALS: p �� „ „ • �.� �
<br /> AMBIENT TEMPERATURES ARE LESS THAN 50 DEGREES FAHRENHEIT " " " " ° � � � � �� � a � ° � Q ~
<br /> � a• OTHER STEEL SHAPES b� PLATES SHALL CONFORM TO ASTM A36, ' ° � �.�,�,; ,,,,_„�___„_,,;,_,,,.�,,,�,.; ' ��� �.��.• ..-.�.� �- a ° Z �
<br /> THE CONTRACTOR MUST ALLOW A MINIMUM CURE TIME OF 7 DAYS OR -�*��*_�<�--rl�- ' _' �.: ` � ..:;`-�»�-�T����•�� � ;. .�., , . ..�. . .. , . .. .. . . a � �
<br /> ,� �� <U: .
<br /> WELDING: PROVIDE AN ADDITIONAL SET OF CYLINDERS TO BE BROKEN AT THE � � � � � �� �� ��� �� �" �� � � �� � �� � � � � � � � �� � � � � � E�E�ETT J a
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<br /> CONFORM TO AWS D1,1 "STRUCTRUAL WELDING CODE - STEEL", TIME OF LID PLACEMENT DEMONSTRATING A MINIMUM CONCRETE � � i i 31I ������� ��� ��,���,�, _ �
<br /> "�� ''—' �5 CONT.
<br /> WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH WABO STRENGTH OF 1,000 PSI HAS BEEN REACHED. BRG. MIN, ' � , 1s � Q
<br /> REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR - � - M� � �
<br /> MATERIALS TO BE WELDED.
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<br /> HOLLOW CORE pLANK T�-�t— WALL VERT REINF TO CONT NEOPREEN BRG
<br /> GALVANIZING: 214� 1�1-#7@3°o/c. EXTEND 30" INTO CONTINUOUS WALL, i� - STRIP AS REQUIRED BY � �
<br /> ALL STEEL SECTIONS SHALL BE HOT DIPPED GALVANIZED AFTER 215, #4 VERT w/ 180 HOOK @ HEAD OF OPNG, SPACED AS SHOWN, EXTEND 11 MIN, ABOVE ol THE PLANK MFGR. �
<br /> � FABRICATION. SCOPE OF WORK: � �� TOP OF WALL �+ 6" _ �
<br /> THE WORK INCLUDED IS THE DESIGN, MANUFACTURE AND DELIVERY OF 2�6, 121-#5 x 4-0 DIAGONAL BARS, — - ��_ #8@� u � �W_� __ ___
<br /> GEOFOAM PRECAST PRESTRESSED CONCRETE UNITS. DESIGN PLANK FOR THE 217. PROVIDE (2�-#5 VERT EACH FREE EDGE OF WALL. 8@���yq��-�qPP�(�V�[� �
<br /> MOST CRITICAL OF THE LOADING CONDITIONS AS SHOWN WITHIN THE 218, (2)-#5 HORZ @ THE TOP OF THE WALL. �
<br /> ( �S/S' � � .
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<br /> DESIGN CRITERIA NOTE, 219, #5 @12�b/c HORZ, �
<br /> MATERIAL: THE MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS AND ,_ „ 2" CLR ,+/-1/4" I =--- 2° 4�/�1�Rvi Es �-�,rE �
<br /> SYNTHETIC LIGHT WEIGHT BLOCK FILL, REFERED TO HERE AS 220, ADDED �4)-#5x10 0 TOP WITHIN THE FOOTING CENTERED BELOW _I P�� � , ORKS SHEET:
<br /> GEOFOAM, SHALL CONFORM TO ASTM D6817 TYPE EPS22 AND SHALL PLACEMENT DRAWINGS SIGNED BY A WASHINGTON STATE REGISTERED THE OPENING, ERO N DP,nI_+��E � ��� 'a��iMENT
<br /> BE FABRICATED USING VIRGIN FEEDSTOCK MANUFACTURED INTO CIVIL ENGINEER FOR REVIEW PRIOR TO FABRICATION, A pueuc woHKs P��<M�T �s RE�����aPRioR
<br /> BLOCKS HAVING NO MORE THAN FIFTEEN PERCENT REGRIND CONTENT, NGitvEER TO STAR7ING ANY cor�srai,��ic;�i ON THIS
<br /> THE MANUFACTURER SHALL INSTALL ALL BLOCK OUTS REQUIRED FOR 0 p N G I N C E L L � I V I � E R W A L L �E TA I L �E TA I L PROJECT. APPRO�'A� Ft��� 7r-+�s ��F�c��cr is
<br /> STRUCTURAL CONNECTIONS AS INDICATED ON THESE DRAWINGS, NO CONDITI'v^;a� FF� et;;;��h, ���NCAa�s
<br /> CONTRACTOR SHALL SUBMIT TO THE ENGINEER THIRD PARTY TEST 5 6 ] at��Ex����ts�- /.E uN�ESS PERMIT OF 4
<br /> REPORTS SHOWING THAT THE GEOFOAM BLOCKS MEET THE PHYSICAL OTHER PENETRATIONS ARE ALLOWED WITHOUT THE PRIOR APPROVAL 51 i�_ i_ ii i�_ �_ ii TioN HAs BEEN issuE�l
<br /> / PROPERTIES AND STANDARDS LISTED ABOVE, OF THE PLANK MANUFACTURER,
<br /> SCALE NTS S1 SCALE 1 -1 0 51 SCALE 1 -1 0 S-14-076
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