Loading...
16-102457 PLANSI I I I l I SECTION A -A e; MARKING misc. ii ZONE REY D LAI E3124 02/02/01 D, UDY ECNJ DATE \�� \ DER FALL PRWEMON, 90 FT JWON Iry ir, =''. vu RECEIVED MAY A 0 t0jo 0 WAr- Eat. '-7id X 510 C 0 7 4 El U \\\st S P~ Im _ e Ire w T la -n r EM SEE DETAIL NS oft sp 91% B$ N Ts 10 x 10 x 1 4 El SECTION �EW A tm VIEW B VIEW C 6 5 4 m 13 iiiii:- , ...... I .;:. ... .......................... ....... :.............. .............. ......... ..... ...t�............................... ......::..............'............. ....................... ................ �..� . �• :: 1.k; .;ts ::,':?' • ; •>• .�,. ,�:.�.r ;:::4... :`�t�t`: �`�i:; •::max::;:.• ................................................... i'wif s::.. •.... ....... ...' ........................ ................ 112w q) V" TYP i 6 R &s In ;a m SIR Elm VI EW o■ CIIL Al .`1MW 1 ------------------ 2 1 o� i I C 1;m ENS ��\.� . mm \\\\1\\»>1\\Ya------ \ �\+a\»v\vwwww\\�\� \\w�\\\\www�\\\w\\www\wwwww»wwvwwa\awww\w\\\\\v��wwwwwwwww\\\\\\\\\wwvw�a»>w»\ww\\\\ww\wtiwwwwwww»»»»>\iw\\i\+awvv»>vwwww\\\\\\wwHwww�wwwwwa\www\\www\wwwwwwwwwwwwwwww\ww�»>w\wwvvvw»»»>\»\\wvwwwwwwwwwwwwaaw\\\\w'wwwww»»w\iww\\\\\ww M 1® so x 2 1 /29, SEE DETAIL 7 SHEET 5 o f ® -80 WORK M 1® so x 2 1 /29, SEE DETAIL 7 SHEET 5 o f ® -80 WORK PLATFORMS AT E VA SECTION 2 VIEW A im wwwwwww\w,w`.v»ww\»\»www»w\\\w»»w»�.w\\www�\\\\\\\\�\\wwwwwwwwwww�\w1\\\\\\\\\\\\\\\w»w�\ \\\ w\,ww,w,wwwww,\w\wwww»wwwwww»>ww»,www•.w»wwwwww,w»wwww»wwwwwwwwww,\\wwwwwww\w,\\\wwwwwwww\\vwo�\w w\wwww�.www�\�wmwwwwwwwAwuva',wwuuw�ww+.Mwu...... wwww\\\wuwwwwwwwv.\ uwwwvwwwwww',ww\ � 1 �� \ \ ww \\\\' \ww a ���,♦ . \\ WIts"I ,NINE \\\\+�\+:\`,\\\\\\\\\4\\\\1\\\\\\\AAw\\A\\\\\\\\\\1\\ww�'\www,w»>w»>\w\\wwww\\\wwww\ww\\»»»v,\i\w,w»w»„\wwwwwww\\\wwww�w,\,•.\www»ww� ; �\»w»»>� ;mww w»ww ww www--vwwwww��w\w\\,\ww��»�>w»w� ww, wwww w www uwwwwwuwuww+.wwwww\uwww uww \wu* ww+w�\\wvw+.wwwww�awwwwwwwwww2www',wwwwwwwwvwwwwww'+wwwwwwuw-,-,wwwwwww \\ Uw ww ♦ w ,wwww\ww\w��.... w,w•.•.•.� �� wwwww•.w�;\,\*ww \\\ \\\•.w,wvv\\ wwiwv� �wwwwwwwA\w\wwwwuw•a\vwwu w, ww»wwwwwww\AwA\wwwwrwwwvwwwwwwww•,wwvwwwwwwwwwwvw�� www•aAVA� �\vwww w\wvvwwwwwww \� �� wwwwwww\\A\w\ww N F PLAN I N► tl 1 9-1m V 2x Al R Fl og 10 ,\\ M {x } AraccE 22I/. - BOX TAB l 0 TS l RIM w ;.....w:w. :..; Al , Q4t TURNBUCKLE LOCATIONS "- 1 1 le \ S` , C u �''\`\ , MMM ;\ �`\ i On 101 ■ I DELUXE SCRAMBLER ,. ` ENVELOPE • .� _ 9 ;:T_L+non "71.000 (NOT E -- B 65.500(NOTFI-$) w I �iAi�IT�ARI SCRAivtB'LER i OPSKAT t NG ENVELOPE (NC�T E 5 A � G) 3$.f,X�O 19 FT'- I . C3C7Ca NOT E- B) 171 T-b.2t5U i L+8.500 I 7 FT -.250 1 i } f f IT(NOTE-k) 2.750O.D X •188 WALL TUBING r-3-) z ) 99.312 10.000 O.D. �,.I.000 VVALL 1 TUBING 13 J / I- G. .500 PLATE An% 1Y L ,- _ aO F T-10.000 2O F-T-L°.000 ( OTE-B) i i i i6 FT-b.000 (NUTE-$) 15 FT-3. (NOTE-5 13 PT- 8.000 E2.000 O.D. �c ®goo rrvA�,.1~.. TUBINQ 15 FT--?.000 m= 2{7 W 1,2 FT -B-000 3• x 3.e P.O.M. ROUND MECHANICAL, TUB)NG .'S75 PLATE 7 t ag ET INDEX QTY NAME MATERIAL WEIGHT LOADS (LBS ) NO. (LBS) AXIAL NORMAL 1. i STATIONARY BASE SEEDRAWING 4600 _- �-- 2. 1-ROTATING BASE SEE DlUWTNG _--' 3• 1,. MAST, SEE DRAWING 434 4. 3 --= -MAST HINGE PIN 1.000 OD C.R. STEEL ---- 6 5. 3 -- TOP SIC, EP 2 PCS - 3 x 4.1 LB/FT CHANNEL, TRUSSED --- 255 10300 114 6. 6 -- TOP SWEEP TIE ROD 2.000 OD .x 11 GA WALL TUBING - 40 5500 7. 3 - BOTTOM SWEEP 2 PCS .. 3 x 4.1 LB/FT CHANNEL, TRUSSED --340 2210 350 8. 3 -- UNIT POLE SEE DRAWING - 3870 432 9. 12 - SEAT SWEEP 2 PCS - 3 x 4.1 LB/FT CHAW LI TRUSSED - 95 370 460 10, 2L -SEAT SWEEP TIE ROD 1.750 OD x 11 GA WALL TUBING- 25 -1350 11. 12 SEAT ALUMINUM, STRESSED SKIN CONSTRUCTION 100 12. 12 SEAT BRACE TIE ROD 1.750 OD x 11 GA WALL TUBING -- 20 1304 13. 6 BASE LEG 2 PCS - 3 x 6 LB/FT CHANNEL, WEBBED 100 14. 3 - DRIVE UNIT SECTION 2 PCS - 3 x 4.1 LB/FT CHANNEL, TRUSSED - 234 15. 1 POWER UNIT - - - - --1016 16. 30 - FUNNEL LIGHT PANEL (NOTE -A) - 18 GA STEEL CHANNEL 17. 3 --- MAST LIGHT PANEL (NOTE"A) 18 GA STEEL CHANNEL --- 16 18. 6 - GABLE LIGI-ff PANEL 18 GA STEEL CHANNEL 25 19- 3 --- 814EEP LIGHT PANEL 18 GA STEEL EL CHANNEL 24 20. 3 - CLUSTER LIGHT ASSEMBLY ,OHO ALUMINUM SHEET 21. --152 ASSEMBLY PIN 1.000 DIA C.R. STEEL 1 SCRAMBLER DESCRIPTION THE SCRAMBLER IS AN AMUSEMENT RIDING DEVICE DESIGNED AND MANUFACTURED BY ELI BRIDGE COMPANY OF JACKSONVILLE, ILLINOIS. IT IS FULLY PORTABLE AND CLAN BE ERECTED ON ANY FLAT ,SURFACE WITH A CLEAR AREA OF APPROXIMATELY SIXTY ((60) FEET -IN DIAMETER. ' THE RIDE IS SUPPORTED_ ENTIRELY BY ' THE BASE STRUCTURE AND REQUIRES __NO DRIVEN STAKES. A MAXIMUM OF THIRTY SIX (36) ADULT PASSENGERS ARE CARRIED IBY TtIELVE (12) SEATS, SUPPORTED IN GROUPS OF FOUR (4) BY THREE (3) VERTICAL ROTATING POLES CALLED lIU141IT POLES"; WHICH IN TURN ARE - -- - SUPPORTED BY TI-iR + + (3) PAIRS OF UI DIAL ARN"IS FROM THE CFITTER POLE. THE CENTER POLE IS DRIVEN CLOCKWISE AT ELEVEN (11) RPM GTITH A GASOLINE ENGINE AND ELEV}�I AND FOUR TENT�IS (11.4) RPM WITH AN ELECTRIC MOTOR. BOTH SPEEDS ARE MEASURED WITH RESPECT TO THE GROUND. AT THE SAME TIME, THE UNIT POLES ARE DRIVEN COUNTERCLOCKWISE AT THIRTEEN AND SIX TET,ITHS (13.6) RPM WITH A GASOLINE ENGINE AND FOUNTEEN AND ONE TENTH (14-1) RPM WITH AN ELECTRIC MOTOR. BOTH SPEEDS ARE MEASURED i f3 FT -2.Q00 WITH RESPECT TO THE GROUND. POWER TO THE UNIT POLES IS TRANSMITTED THROUGH A PLANETARY GEAR ARRANGEMENT. THE, COMBINATION OF THE TWO ROTATIONS CAUSES THE SEAT TO DESCRIBE A HYPOCYCLOIDAL PATH. THE PASSENGERS EXPERIENCE A CONT NUAL CHANGE OF SPEED AND ACCELERATION. ::.._. n. u w _m......_...... �.......v................... :.................r.......................w.�__ .. _::,..w......a ..... ..w. ..............:.. C BASED N T �; �. TNZ�' ALCUiATION5,A BAS 0 A TE ... ,CL RC "ION 0 TllJEL E:ANf3 �'I�iE ���THS (i2.�` RPM { A�1D A POLE ROTI ON OF FIFTEEN AN SAX TENTHS 5.6) RP� J 1 :I RESPECT.// TtiE GROUND. OILY FIRST QUALITY,/` TFFA S ARE USED HR UGHOU1% PtR(,HASED FRO VEi 0 WELL ESTABLISHED R PUTATI ONS . $ ✓� ` 1� TEftIALS AND f�J AR . WARRAi TErJ 8 C ,IPANY TO BE OF HIGF Q ALITY, BUT THE COMPANY ` ASSUMES NO LIA' CITY BEYOI TEE EXERC�I E �' R +' . OI� BLE CARE IN MANU AC URING. t t a FT_ 10.31a R } f i «•t,.' REGISTERED A , 5 PR[OFESSII�C}N& i f OF 14.504 `- MOMSN`T "3�1 ya'� I* LB- I N. MATERIAL i N07F_-A.FUNNEL LIUKTS ARE USED_ ON ONLY ` HG DELUXE SCRAMBLER, MAST LIQ3HTS ARE USED Qt*1 ONLY I S"t'A�{yt�AR.O SCRA�M�LER. i NQTF--8.a0 FT -4.000 HIGH FUNKF-L LIGHT SET IS STNKDA.RD s1Z'E, lei '='C --1.000) lbF-T_b.000) ANo 1'5 FT-3,000 �AIG5H FUNNEL LI(Wt'' S1ETS A.RS kVAIL kBLV. ON SPECIAL ORDF.R AT F-X'TRN C0574 -� NOTE-C:MAIN-rklN b•400 MINIMUM CL'EkRANCB BETWEEN 'TN SCRkMBL.EK AND ASHY N1rARBY �. �- flBJECT� � 7 11 F'7-6.000 'j ` ORIGINAL EQUIPMENT . �� TITLE MIA DIMENSIONS IN INCHES AIIND ,, ?, �. M► DECIMALAmIll SCALE�► iceSCRAMBLER .. RECEIVED MAY 2 0 2016 CITY OF FEDERAL WAY CDS � � r S 32O7H ST. 0 SP,ITAC ; i j•' J u1 e C � N S. 33m ST. s� City of Federal �os oy S wart ST. 0 S 3561N ST. � N King County \ �o y. PROJECT SITE r— Milton A PORTION OF S.W. 1/4 SEC. 28 AND A PORTION OF N.W. 1/4 SEC. 33, T. 21 N., R. 4 E., W.M. F CONTOUR INTERVAL=2' DATUM: K.C.A.S. q P � + \ 60 30 O 80 120 o \ P p F O \ \ e ® I + \\ �P � .. o P �r 40 VICINITY MAP �_—� ....,.. •: —� _ —— + \ ", / \ \COASTE / / �! ®� i CA�RI C ANQ \� / ■ \�® a +� ; ® ® PICNIC AREAS -� .11 #. \ " LUMBE) \ \ LS :c raim i♦ \ �� •. .•.O♦III �,s � � - / .. ♦ S ��� �.�I���/ice • ♦ . � • .,, - �q " •'°'' `''"'�•*� �"�,':°•'°�' �`'�� =�`' 11 IIIIIIIIIIIIIIIIIIIIfllll 11111111/1111 ` ♦ §-,, _: �._• �o�.!p Dip,+� �!,.,.•,�p � - • ;� � ,. ' % �' � �_ -, `� � ��.:_ ��.�0`ip�i�r�/►��►�, f./un��:L'�1; 1111111111111111 111111111111' �11��111111111�����1��111� • � �' �-� ,` � �%� ��, ���� '"-•� � � IIIIIIIIIIIIIIIIIII�����11l�111 1111111111111111111111111, � _ -�; 111111111111111111111111111111. 1111111111111111111111111 .'�:' � 1111 111_1 1111111111l111� IIIIIIIIIIIIIIIIIIIIIIIII. . � �� �:,•;, � ♦o- ,►.� ,_: -- 1111111111111111111111111 •/ - ► <.. �, 11:1111 11111111111111111111111111 '11111111111111111111111 11\ -" �' •/� �Illllllll[IIIII11111111' 'lull► ='-= �f. " � • / � - (111111111111111111/111111 '[I!�11111[[I[I[IIII[[[[[ 1�[[1[[111[I111[� '�_ `i „ ''� • �-� , .., ,\ 11111[1[1[[11[111111[1[' 'II[[[[[[[[[1[1[[1[1[[�� ' 11111111111/1111111111111� iui11111�1i111111/11111 111111111111111[111[I11111!1 ` `�,� I�=� • • 1[It[I11111[IIIIII[[1111' rll[1[11.11111111[III[11[I[[I� • - ► � - �,: � _ - `' ' '' �,�,,�rt IIIIIIIIIIIIIIIIIIIIIIIII� [1[I[11111111111111111111111111.1 �� �►s �,. •- - / ��� � j• �� �•�: '�,��i� _ 11111111111111111111111111 ill[[I[e�[1111111111111111/[Illll 1111111111111111111111111� , �. � � ,, � , • �� t� �+` ', . t: �111111111111111111111111 ,:' 11111111111111/111111 11111111111111111111111 - ► •► /�*I�. Ii�1i�����i���i�������w■r 111111111111111111111' '1111111111111111111111 ' -- � .... ■ � "� �IIIIIIII111-',i711i11111111111 Illlllllllllllllllll 1111111111111111111111� 'r// `� �� ��;������ ' � . '/' IIII►111111ii�/111111111111 ��-__- _ __ -- - Of MID WAY GA WE HE 1111'11t1111111�111 ;. ■ IIIIIIIIIIIIIIIIIIIIIIIIi1i ���■1111111111/111III I' ©� �, ��rr�, + • . ;'/' ��'� _ �I ., 1111111111111111111r _� .o\ `\�, ♦ ,� � � _,� .�. ' ,,/ _ � - ..� 1/1111111/11�1� 1111_IIIIIII�II11i1�1 r ._ ►1/11111111111/IIII �,[11�11�1[ILIIIII�III ►111111111111111 11111111111111:111'1 `` �' ` 111111111111-- l►� � �AlI�s �� �� � <.�.=• �` .e+�r. � ' ,\ �NMI Ic1 I I ►III I I I ► �I111111[IIIIIIIIIIIII �\\� ►' �i ��i .. a � � � ram♦ 0. �• - � � ;�', � ' �='. . 1/111/1111 � • \� � ='� \�-a�� �i "��.� ���� • • • / '/ ► a: a � `'° ' c = � `'�` ,��F'.� �'�,,, _ I I I I I ► I ►III 1'11111111111',11,1 111111 ; ; : ; ; ; i ., - III►�� _ _ a ,F ��,.�_;�, � � _ ',. � III I I I I' I II11'111111111111 IIIIIIIIIIIIIII�llfll�ll ��:� �, �'�.� ��1� i� : ir2� �i� M �`. ! � tp r.i�: �I i� ►� -.�:. I I I I I I I I I � Ii 111111/1/1 � � "� ��,��� ■I■ I� 2':�•.,,�/ ,,,jrl��.. :� :� _ _ _ _ — — � III —_ _=—__=r _III'1 jII1111'111111��111111 �\ `. :.,:1a�I � Imo' 1. .-r _ � �' � �• '-"-_'_'m-r r--=rrr---r - �--�- ,, _. • _•7�'`�:�--,, A full I •1 `, ,�. , 1111 -� � � nT• _ 1111 1 �l;ll lia;l 1 111111- -_ �\ � � ' ������ � ��/ . •, � �`:� � II 11;1;11'1�1;11'l l ll l'l l �� \I�:a�\\.`• �,9 �1.�...�. �:�-� •� •..- :� � •. J ' A11111111111111111 ;, � ��:' '��',�',\,� �,, ,;�A-�.: � ��� �• � :,1'., �•' �� ------ ---- C 1'll1[,'li[1,1)I;I,LIi1'I 1111'1 li i I � ' ...��" - ,;�,, •"';� .` ` ' r �� 111111111111©11111 ■■■■.■,■,■,.� �i�■I■111■i■■i��l �� , ,� Via• L �`� �' .,,,�:.,, � �_ . _ ® • �.. .� , ., , d1/111111111111111 I . ; � °� -„__ ���'•>;,. ;j >\, � �� i 1,11lII,II;III,I�LIi11 1111111Ii11111111,1,1 \� \ �; �� � , �� �� ,< ,;� • ` I d1111111111111111111 II111,11,11;1',I,II,I,Ii1 I1111111111 [ 1 [ 11'111 r►�IIIIIIIIIIIIIIIIII 11111111111111111 II11111111111111, 11111111111111[II'1 �' ® �- � � � � j°• � _� [[1[1[11[1�111;111 I11'11111111[/[1111% o� �� � � '' � • �:�° '�: ,:�_ - 1,[1[I,II,I;Ir,11.1[,11 111111111111111 "�`� °�►-� - I IIII;I ILI�II;/II11 I111111111111111, �• �d e � %•:. • 1 Z [ • ••,,,�:�, .!ii, /i/ �/ � �� ��� - - II11111111111(IJ l� ,p uur . •. // .,r �� � � Jr / L / r i r ti r , _ z 0 z 3 CL Z � �w cz Q , Z W Q � Uj BEEBE row V a 3 0 0 0 U JOB NO. 163-12-001-006 O A D m DWG. NAME E4-15 m O mm DESIGNED BY: LGB l7 sk -DRAWN -BY: WH CHECKED BY: N-O N a DATE: 02/29/2016 ` O Q D O 7 O N O O n D Q d D O 1 OF 1 SHEET$ A z Grj N N v I I 11 e GENERAL STRUCTURAL NOTES (GSN G I aco 2 N c'> CD O N co G 3 0) 3 O 0 0 a� 0 N O rn M U) a� ry 6 N O ti O M U) a) 04 O N O rl- co O N O O M STRUCTURAL SCOPE & DESIGN CRITERIA BUILDING CODE IS 2012 INTERNATIONAL BUILDING CODE (IBC) , AND ALL REFERENCED STANDARDS, CODES, AND GUIDELINES. SCOPE OF STRUCTURAL WORK INCLUDES: 1. REINFORCED CONCRETE FOUNDATIONS FOR AMUSEMENT PARK RIDES. 1.1. DOUBLE SHOT RIDE EXPECTED STRUCTURE PERFORMANCE: 1. EXTERIOR CONCRETE FOUNDATIONS: MINOR RANDOM SHRINKAGE CRACKING LESS THAN %4" WIDE. 2. SEISMIC PERFORMANCE: CODE CONFORMANCE, WHERE STRUCTURE DOES NOT COLLAPSE IN EXTREME GROUND SHAKING, AND PROVIDES REASONABLE CONTROL OF DAMAGE TO STRUCTURAL AND NON-STRUCTURAL SYSTEMS UNDER MODERATE GROUND SHAKING. LOADING 1. LIVE & EQUIPMENT LOADING ON CONCRETE FOUNDATION: THE BASE REACTIONS FOR THE EQUIPMENT IS SPECIFIC TO EACH EQUIPMENT BASE. SEE FOUNDATION SHEET(S) FOR GOVERNING LOADING PROVIDED TO K/J AND USED FOR DESIGN. 2. OCCUPANCY TYPE: BUILDING (NON -ESSENTIAL, NON -HAZARDOUS) 3. RISK CATEGORY PER ASCE 7-10 TABLE 1.5-1: 11 4. WIND LOADING: 4.1. ULTIMATE DESIGN WIND SPEED, Vult = 110 mph 4.2. NOMINAL WORKING LOAD WIND SPEED, Vasd = 85 mph 4.3. WIND EXPOSURE: "C" 5. SNOW LOAD: 5.1. DOES NOT GOVERN 6. SEISMIC PARAMETERS: 6.1. SEISMIC IMPORTANCE FACTOR, le = 1.0 6.2. SEISMIC IMPORTANCE FACTOR FOR COMPONENTS, Ip = 1.0 6.3. COORDINATES: 47.2737°,-122.3103° 6.4. Ss = 0.1.275 6.5. S 1 = 0.490 6.6. SIDS = 0.850 6.7. SD1 = 0.493 5 6.9. SITE CLASS = "C" 2016-05-06 6.10. SEISMIC DESIGN CATEGORY = "D" 6.11. RESPONSE MODIFICATION C UFACTURER 6.12. ANALYSIS PROCEDURE USED: SEISMIC FORCES PROVIDED BY MANUF CONSTRUCTION NOTES 1. PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR SHALL CONFIRM THE EXISTING CONDITIONS OF THE SITE AND ADJACENT STRUCTURES FOR THE PROPOSED WORK. WHERE CONDITIONS AND DIMENSIONS ARE DIFFERENT THAN SHOWN ON THESE DETAILS, THE STAMPING ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 2. THESE STRUCTURAL DESIGN DOCUMENTS DO NOT ADDRESS MEANS AND METHODS. EXCAVATIONS, SHORING, TEMPORARY BRACING, FORMWORK, RIGGING AND THE LIKE ARE OUTSIDE THE SCOPE OF THESE STRUCTURAL DESIGN DOCUMENTS. 3. THE CONTRACTOR SHALL SELECT, INSTALL, AND MAINTAIN SHORING, SHEETING, BRACING AND SLOPING AS NECESSARY TO MAINTAIN COMPLIANT EXCAVATIONS, IN ACCORDANCE WITH ALL APPLICABLE OSHA, STATE, AND LOCAL REQUIREMENTS. 4. THESE STRUCTURAL DESIGN DOCUMENTS DO NOT ADDRESS SAFETY OR JOBSITE CONDITIONS. FOUNDATION & SOILS 1. WORKMANSHIP: ALL WORK SHALL CONFORM TO THE APPROVED GEOTECHNICAL REPORT AND THE PROJECT SPECIFICATIONS. STRICTER REQUIREMENTS APPLY. 2. THIS PROJECT RELIES ON THE GEOTECHNICAL REPORT: 2.1.1. TITLE: GEOTECHNICAL ENGINEERING SERVICES; PROPOSED ENTERPRISE, DOUBLESHOT AND SCRAMBLER RIDES; WILD WAVES 2.1.2. ENGINEER COMPANY: GEOENGINEERS 2.1.3. FILE NUMBER: 20582-001-03 2.1.4. REPORT DATE: APRIL 22, 2016 3. DESIGN VALUES: ALLOWABLE BEARING PRESSURE = 3,000 PSF OVER APPROVED ENGINEERED FILLED ALLOWABLE PASSIVE PRESSURE = 250 PSF/FT COEFFICIENT OF FRICTION = 0.3 4. LATERAL EARTH PRESSURE = NOT USED. 5. UNLESS OTHERWISE INDICATED, FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH NEARBY REFERENCE. 6. GENERALIZED SOIL PROFILE: FILL (SILT, SAND, AND SILTY SAND) OVER NATIVE SILT OVER GLACIAL TILL. COBBLES AND BOULDERS ARE EXPECTED DURING FOUNDATION EXCAVATION. DEPTH TO GLACIAL TILL VARIES BETWEEN 3 FEET TO 20 FEET BELOW GROUND SURFACE, DEPENDING ON THE RIDE LOCATION. 7. REMOVAL OF ALL FILL IS REQUIRED, EXCEPT AS EXPLICIT NOTED OTHERWISE BY THE GEOTECHNICAL ENGINEER OF RECORD. 8. ALL EXCAVATIONS AND COMPACTION WORK SHALL BE EXAMINED AND CERTIFIED BY THE SOILS ENGINEER OR HIS REPRESENTATIVE PRIOR TO THE PLACEMENT OF ANY REINFORCING STEEL OR CONCRETE. 9. UNEXPECTED SOIL CONDITIONS: FOUNDATION DESIGN IS BASED UPON SOIL CONDITIONS SHOWN BY TEST BORINGS IN THE ABOVE REFERENCED REPORTS. ANY SUBSURFACE CONDITIONS NOT IN ACCORDANCE WITH THE ABOVE SHALL BE REPORTED TO THE SOILS ENGINEER IMMEDIATELY FOR RESOLUTION PRIOR TO CONTINUING ANY WORK. 10. FOUNDATION EXCAVATIONS SHALL BE CLEANED OF DEBRIS AND LOOSENED SOILS AND STANDING WATER BEFORE PLACING STEEL OR CONCRETE. 11. CLSM: CONTROLLED LOW STRENGTH MATERIAL, ALSO TERMED CONTROL DENSITY FILL ("CDF") MAY BE USED IN LIEU OF ENGINEERED FILL AT THE CONTRACTOR'S OPTION. CLSM IS REQUIRED WHERE EXCAVATIONS ARE MADE WITH A FOUNDATION'S ZONE OF INFLUENCE. CLSM PROPERTIES: 11.1. 28-DAY STRENGTH = 100 PSI MIN, 300 PSI MAXIMUM 11.2. SLUMP = 10" MIN 11.3. DENSITY = 100 PCF MIN, 125 PSF MAX 11.4. FLY ASH = 10% MIN, 50% MAX 11.5. MAXIMUM LIFT = 4'-0" PER DAY 12. BACKFILL BEHIND WALLS SHALL BE CLOSELY MONITORED BY THE INSPECTOR TO ENSURE WALL IS NOT DAMAGED DURING COMPACTION OPERATIONS. 13. THE CONTRACTOR IS RESPONSIBLE TO MONITOR NEW AND EXISTING STRUCTURES WHERE EQUIPMENT VIBRATIONS MAY AFFECT LONG TERM SETTLEMENT, AND STRUCTURAL AND NON-STRUCTURAL DAMAGE OF NEARBY STRUCTURES. 14. COMPACTION AND ENGINEERED FILL (ENGR'D FILL): PER ASTM D1557, COMPACTION REQ'D AT ALL AGG BASE AND ENGR'D FILL; 95% RELATIVE COMPACTION, EXCEPT WHERE NOTED OTHERWISE. CONCRETE 1. WORKMANSHIP: ALL COMPONENTS OF CONCRETE CONSTRUCTION, INCLUDING PROPORTIONING, REINFORCING, PLACEMENT, PRODUCTION, FINISHING, CURING, AND FORMWORK SHALL COMPLY WITH ACI 301-10. 2. CONCRETE STRENGTH & AIR ENTRAINMENT COMPR AIR MAX W/CM CONCRETE USE STRENGTH ENTRAIN'T EQUIPMENT 4,500 psi @ 28 DAYS 4% MIN 0.45 FOUNDATIONS 6% MAX 2016-05-06 TABLE NOTES: A. ALL AGGREGATE IS HARDROCK (SPECIFIC GRAVITY>2.5) AND CONFORMS TO ASTM C-33. B. FLY ASH (TYPE F) SHALL BE USED FOR FLUID -CONTAINING STRUCTURES AS CEMENTIOUS MATERIAL, 15% MINIMUM, 25% MAXIMUM. C. MAXIMUM AGGREGATE SIZE = Y4" D. SAND CONFORMS TO ASTM C-33. E. SLUMP = 4" MIN, 7" MAX 3. CEMENT: TYPE II OR V PER ASTM C-150 4. CONCRETE SHALL BE READY -MIX PER ASTM C-94. 5. REINFORCING: 5.1. A615 OR A706, GRADE 60 5.2. HOOKS SHALL BE STD 90 DEG, EXCEPT WHERE SPECIALLY DETAILED. DETAILER MAY SUBSTITUTE 180 DEG HOOKS OR HEADED ENDS (HRC 555 OR EQ) FOR ENGINEER'S APPROVAL. 5.3. USE HEADED ENDS (HRC555 OR EQ) WHERE BAR CONGESTION PREVENTS FRESH CONCRETE CONSOLIDATION. 5.4. WELDED WIRE MESH IS NOT A SUBSTITUTE FOR DEFORMED BARS 6. COVER: UNLESS NOTED OTHERWISE ON DETAILS, CLEAR COVER FOR REINFORCING SHALL BE AS FOLLOWS: -3" FOR CONCRETE CAST AGAINST EARTH FORMS -2" FOR CONCRETE EXPOSED TO SOIL OR WEATHER OR HYDROSTATIC HEAD. 7. PLACEMENT: PER ACI 301. 8. CURING: CURING COMPOUND OR OTHER CURING METHODS SHALL BE USED PER ACI 301 AND PROJECT SPECIFICATIONS. COORINATE w/ COATINGS. 9. WATERSTOP & CONST JOINTS: WATERSTOPS NOT REQUIRED. 10. FINISHES: PER ACI 301 AND PROJECT SPECIFICATIONS FOR CONCRETE SURFACE FINISH REQUIREMENTS. CHAMFER ALL EXPOSED EDGES %" OR Y". 11. MAX PERMITTED DRY SHRINKAGE & TESTING: NOT REQ'D. 12. WHERE JOINTS ARE PERMITTED ADJACENT POURS SHALL BE PLACED AT LEAST 72 HOURS APART FOR FLUID -RETAINING STRUCTURES; OTHERWISE, 48 HOURS. 13. CONSTRUCTION JOINTS (COLD JOINTS) & SHRINKAGE CONTROL JOINTS: 13.1. THE CONTRACTOR SHALL OBTAIN THE ENGINEERS' APPROVAL OF CONSTRUCTION JOINT LOCATIONS IN ALL SLABS, BEAMS, AND WALLS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 13.2. ALL CONSTRUCTION JOINTS SHALL BE CLEANED AND HAVE LAITANCE REMOVED PRIOR TO PLACING FRESH CONCRETE. 13.3. GROOVED & TOOLED JOINTS REQUIRE SIKAFLEX 2C (OR EQ) AFTER CURING. 14. EPDXY FOR POST -INSTALLED ANCHORS (WHERE USED) 14.1. APPROVED EPDXIES ARE: SIMPSON SET-XP ESR-2508, HILTI HIT -RE 500-SD ESR-2322, OR EQ. 14.2. FULL TIME SPECIAL INSPECTION IS REQUIRED. 15. CONCRETE EXPOSURE CLASSES: 15.1. FREEZING: F1 15.2. SULFATE: S1 15.3. PERMEABILITY: PO 15.4. CORROSION: Cl 16-05-06 LOCAL MAP SHEET SHEET DESCRIPTION ORDER REVISED NUMBER S01 GENERAL NOTES 1 2016-MAY-06 S02 INSPECTION 2 2016-MAY-06 DOUBLE SHOT TOWER S11 FNDN AND DETAILS 3 2016-MAR-25 VE R 1\I VL 1 .1V1 VV APPROXIMATE LOCATION SEE SHEET EN-01 FOR CIVIL SITE PLAN 2016-05-06 ?n1R_ns_nF DESIGNED FILE NAME pl`Z N. TA AT �{ WILD WAVES THEME PARK STRUCTURAL USE OF DOCUMENTS SCALES Q�'�oF wnsg14�O GENERAL NOTES, INSPECTION JOB NO. 0�111�..- o'1';'.'s'''T''� AMUSEMENT PARK RIDES THIS DOCUMENT, INCLUDING THE INCORPORATED DRAWN DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS 0 25mm RECEIVED 1397020*00 PROJECT AND SHALL NOT BE USED FOR ANY OTHER - AT STRUCTURAL FOUNDATIONS IF THIS BAR DOES NOT PROJECT WITHOUT THE WRITTEN AUTHORIZATION r DATE � �0 31 s FEDERAL WAY, WASHINGTON _ OF KENNEDY/JENKS CONSULTANTS. SCALE TO DIMENSION O' Cs CHECKED MAY 2 Q 2016 SHOWN, ADJUST SCALES �'ALKennedy/Jenks Consultants SHEET OF AFOR RE -SUBMITTAL 2016-05-06 AT ACCORDINGLY. PDS CITY OF FEDERAL WAY ES® NO. REVISION DATE BY SEATTLE, WASHINGTON CDS i q 13 0 C 1i F H 1 M cm 0 N CD LO 3 3 N O (n i O 0 0 N 0 rn M cn a� 0 N O rn M U) CD -a 4 F 6 N O w M i O N O rn M t• m U N O SPECIAL INSPECTIONS 1. SPECIAL INSPECTION TABLES ARE PROVIDED TO SHOW A MINIMUM LEVEL OF INSPECTION REQUIRED FOR STRUCTURAL ELEMENTS OF THIS PROJECT DURING CONSTRUCTION. THE JURISDICTION AND THE BALANCE OF THE CONTRACT DOCUMENTS MAY REQUIRE ADDITIONAL INSPECTIONS. 2. SPECIAL INSPECTION SHALL CONFORM TO 2012 IBC CHAPTER 17. 3. SPECIAL INSPECTOR IS DEFINED AS AN INDIVIDUAL WHO HAS DEMONSTRATED KNOWLEDGE AND EXPERIENCE IN THE SPECIFIC FIELD WHERE HE IS PERFORMING INSPECTION. IN ADDITION, A SPECIAL INSPECTOR SHALL HAVE TRADE -SPECIFIC CERTIFICATIONS IN ORDER TO PROVIDE INSPECTION FOR THAT WORK ISSUED BY ICC OR OTHER NATIONALLY RECOGNIZED TRADE ORGANIZATION. 4. THE SPECIAL INSPECTOR SHALL BE A THIRD PARTY THAT IS NOT COMPENSATED BY THE GENERAL CONTRACTOR. 5. STRUCTURAL OBSERVATION IS NOT A SUBSTITUTE FOR SPECIAL INSPECTION. SPECIAL INSPECTION DOES NOT ADDRESS INSPECTIONS FOR NON-STRUCTURAL WORK. 6. INSPECTION REPORTS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE, THE ENGINEER OF RECORD, THE JURISDICTION, AND THE GENERAL CONTRACTOR WITHIN 24 HOURS OF INSPECTION. SPECIAL INSPECTION - SOILS & FOUNDATIONS CONTINUOUS DURING TASK PERIODICALLY DURING TASK VERIFICATION AND INSPECTION TASK LISTED LISTED 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE X DESIGN BEARING CAPACITY 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE _ X REACHED PROPER MATERIAL. 3. PERFORM CLASSIFICATIONS AND TESTING OF CONTROLLED FILL _ X MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES X DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND X VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. SPECIAL INSPECTION - CONCRETE VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCE STANDARD 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT. - X ACI 318: 3.5, 7.1-7.7 2. INSPECTION OF REINFORCING STEEL, WELDING IN ACCORDANCE _ _ AWS D1.4, ACI 318: 3.5.2 WITH TABLE 1704.3, ITEM 5B 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND X _ DURING PLACEMENT OF CONCRETE. 4. VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318: CH. 4, 5.2-5.4 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS ASTM C172 FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, X - ASTM C31 AND DETERMINE THE TEMPERATURE OF THE CONCRETE. ACI 318: 5.6,5.8 6. INSPECTION OF CONCRETE, SHOTCRETE, GROUT PLACEMENT FOR X _ ACI 318: 5.9, 5.10 PROPER APPLICATION TECHNIQUES 7. INSPECTION OF MAINTENANCE OF SPECIFIED CURING TEMPERATURE X ACI 318: 5.11, 5.13 AND TECHNIQUES. 11. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE X ACI 318: 6.1.1 CONCRETE MEMBER BEING FORMED. NOTE: SPECIAL INSPECTION IS NOT REQUIRED FOR NON-STRUCTURAL PAVING LESS THAN 4" THICK, OR UNREINFORCED EQUIPMENT PADS. L INSPECTION - STEEL CONSTRUCTION CON- PER- REFERENCE IBC v TINUOUS IODIC STANDARD REFERENCE' MATERIALS: FORM TO AWS AISC 360, SECTION ;ONSTRUCTION - - _ A3.5 COMPLIANCE w/ REINF FILLET. X - AWS D 1.1 1704.3.1 X - 2016-05-06 REQUIRED STRUCTURAL SUBMITTALS 1. SUBMITTAL REVIEW BY ENGINEER DOES NOT CONSTITUTE APPROVAL FOR VARIANCE WITH THE DESIGN DOCUMENTS UNLESS SPECIFICALLY STATED. SUBMITTALS SHALL BE COMPLETE AND REQUIRE ENGINEER OR RECORD REVIEW. AB ANCHOR BOLT, ROD AB AGGREGATE BASE B, BOT BOTTOM BTM BOTTOM BRG BEARING CDF CONTROL DENSITY FILL (CSLM) CJ CONSTRUCTION JOINT CL CENTERLINE CLSM CONTROL LOW STRENGTH MAT. CLR CLEAR CONC CONCRETE CONT CONTINUOUS, CONTINUE DBL DOUBLE DWGS DRAWINGS (E) EXISTING EA EACH EF EACH FACE ELEV ELEVATION ENGR ENGINEER, ENGINEERED EQ EQUAL SPACES EQUIP EQUIPMENT EW EACH WAY E-W EAST -WEST EXT EXTERIOR FNDN FOUNDATION FF FINISH FLOOR GALV GALVANIZATION GB GRADE BEAM GEOR GEOTECHNICAL ENGR OF RECORD GSN GENERAL STRUCT NOTES HDG HOT DIP GALV HORIZ HORIZONTAL HK HOOK HT HEIGHT INT INTERIOR JT JOINT 2. CONCRETE SUBMITTALS: MANUF MANUFACTURER MECH ME MECHANICAL MECHANICAL 2.1. READY -MIX SUBMITTAL FOR STRUCTURAL CONCRETE. N-S(N) 2.2. REBAR PLACEMENT DWGS FOR ALL REINFORCED CONCRETE; EXCEPTION: NEW SLABS -ON -GRADE AND PAVEMENT. OC ON CENTER 2.3. MECHANICAL REBAR COUPLERS (IF USED). OPNG OPENING 2.4. POUR SEQUENCE AND CONSTRUCTION JOINTS NOT EXPLICITLY SHOWN ON DWGS. OPP OPP OPPOSITE 2.5. CONCRETING METHODS FOR MASS CONCRETE (IF APPLICABLE). PERPPL PERPENDICULAR 2.6. SEALANTS AND COATINGS. PLATE 2.7. CURING METHODS AND PRODUCTS. RC RELATIVE COMPACTION 2.8. EPDXY FOR POST -INSTALLED ANCHORS (IF USED). REINF STEEL REINFORCING REQ'REQ'D REQUIRED 3. IN ADDITION, ALL TESTING RESULTS AND SPECIAL INSPECTION SUMMARIES SHALL BE TS REQUIREMENTS PROVIDED TO THE ENGINEER OF RECORD AND THE PLAN CHECKING JURISDICTION WITHIN SCJ SHRINKAGE CONTRACTION JT 24 HOURS. SEOR STRUCTURAL ENGR OF RECORD SIM SIMILAR SPEC BOOK SPECIFICATIONS SS/SST STAINLESS STEEL SW SHEAR WALL DEFERRED SUBMITTAL T TOP THK THICK, THICKNESS TO TOP OF THE DOUBLE SHOT TOWER RIDE MANUFACTURER (S&S) SHALL PROVIDE. T&B TOP & BOTTOM 1. TOWER SHOP DRAWINGS REPRESENTING THE AS -BUILT TOWER CONDITION W/ WITH 2. TOWER STRUCTURAL CALCULATIONS UNO UNLESS OTHERWISE NOTED 3. DETAIL AND REQUIREMENTS FOR TOWER LEG TO FOUNDATION STEEL EMBED PLATE WELDING. VERT VERTICAL WS WATERSTOP ALL DOCUMENTS SHALL BE STAMPED AND SEALED BY A CIVIL OR STRUCTURAL ENGINEER LICENSED IN WASHINGTON. STRUCTURAL OBSERVATION STRUCTURAL OBSERVATION (BY ENGINEER OF RECORD) SHALL BE PROVIDED AT THE FOLLOWING TIMES: 1. CONCRETE FOUNDATIONS: ONE DAY PRIOR TO FIRST FDN POUR 2. POST -WELDED CONDITION OF THE FIELD -WELD AT THE TOWER LEG: AFTER TOWER ERECTION. 3. CONTRACTOR SHALL PROVIDE ENGINEER WITH 2 BUSINESS DAYS NOTICE FOR OBSERVED WORK. 4. STRUCTURAL OBSERVATION IS NOT A SUBSTITUTE FOR JURISDICTIONAL INSPECTION OR SPECIAL INSPECTION. 2016-05-06 FIELD TESTING TEST AND INSPECTION SHALL BE PROVIDED BY A QUALIFIED TESTING AGENCY AS REQUIRED BELOW AND SHALL CONFORM TO THE REQUIREMENTS OF THE 2012 IBC CHAPTER 17. PHYSICAL ON -SITE TESTS: 1. CONCRETE SAMPLES FOR SLUMP & LAB TESTING 1.1. (6) 6x12 CYLINDERS: (2) AT 7 DAYS, 2 AT 28 DAYS, (2) IN RESERVE 1.2. SLUMP TEST EVERY 18 YARDS 1.3. AIR TEST - FIRST TRUCK OF DAY, EVERY DAY 2. DIRECT TENSION PULL TESTS FOR CONCRETE EPDXY AND EXPANSION ("WEDGE") ANCHORS THAT ARE NOT INSPECTED. DESIGNED USE OF DOCUMENTS THIS DOCUMENT, INCLUDING THE INCORPORATED DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF KENNEDY/JENKS CONSULTANTS. SCALES o r 0 25mm IF THIS BAR DOES NOT SCALE TO DIMENSION SCALES SHOWN,ACCORDINGLY. ACCORDINGLY. ��yV0F WASgj O �"F� o ,ALL `TONAL � AT DRAWN AT CHECKED PDS A FOR RE -SUBMITTAL 2016-05-06 AT NO. REVISION DATE BY FEDERAL WAY, WASHINGTON WILD WAVES THEME PARK AMUSEMENT PARK RIDES STRUCTURAL FOUNDATIONS Kennedy/Jenks Consultants SEATTLE, WASHINGTON STRUCTURAL GENERAL NOTES, INSPECTION FILE NAME JOB NO. 1397020*00 DATE SHEET OF S02 o R CI D E F G H 1 2 5 11 O N O O r O N V N M rn 3 v� a) _0 0 N O ti rn M cn a) 0 N O M ry 0 N O rn M 'c LL cn a) CL co (v t7 D. D U (0 m U Q) O d Y 0- 0 Y cn a) 0 0 a c� c 0 cu 3 DOUBLE SHOT ' N TOWER LEG N FIELD WELDING TO EMBED I BY OTHERS I` REINF BARS EMBED WELDMENT PER PLAN BY S&S (UTAH) I ADD BAR ADJACENT PAVEMENT I I PER PLAN SINGLE LEG AROUND PERIMETER II STIRRUP PER PLAN 9 I ZEVERY OTHER BAR Q REQUIRES 90° HK, II II T&B, EA END M I I µI I I _ >/ 1 '!� 1 �.� - --- ---------- _ w ENGR FILL; ....._. .............E ;-..._........... p = 0 2" MUD MAT REPLACES I 1 a LU ("RAT SLAB") € I i (E) FILL _. wW I ( I o ..................::.... � COMPETENT \ f '0/,�\3''\ BY NATIVE APPROVED MIN USE OF DOCUMENTS THIS DOCUMENT, INCLUDING THE INCORPORATED DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF KENNEDY/JENKS CONSULTANTS. REVISION DATE I BY MAT -SLAB FNDN SECTION / A SCALES 0 1" 0 25mm IF THIS BAR DOES NOT SCALE TO DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. AL DESIGNED AT DRAWN AT CHECKED PDS FEDERAL WAY, WASHINGTON GENERAL NOTES: 1. GEOTECHNICAL ENGINEER OF RECORD (GEOR) MUST EVALUATE THE EXCAVATION AND APPROVE THE EXCAVATION DEPTH AND NATIVE SOIL PRIOR TO POURING THE MUD -MAT OR PLACING REINFORCING. 2. SHIFT LONG'T BARS AS REQ'D UP TO 4" HORIZONTALLY TO AVOID INTERFERENCE WITH ANCHOR EMBED. 3. FIRST BAR TO EDGE = 4" CLR (4 SIDES). 4. ADD BARS ARE IN ADDITION TO TYPICAL REGULARLY SPACED BARS. 5. NO LAP SPLICES PERMITTED. 6. NO CONSTRUCTION JOINTS, EXCEPT BY EXPLICIT APPROVAL. CONSTRUCTION ("COLD") JOINTS MUST BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO SETTING REINF BARS. 7, VERTICAL ELECTRICAL CONDUIT PERMITTED IN MAT -SLAB, UP TO 4" DIAMETER, PROVIDED NO REINFORCING IS CUT OR DISCONTINUED. 22'-0" RIDE BASE REACTIONS: 1. DESCRIPTION OF DOUBLE SHOT TOWER RIDE: 80 ft TALL, 12-SEAT WITH APPROXIMATE FOOTPRINT = 7'-6" SQ; 4*GRAVITY VERTICAL ASCENT ACCELERATION, 1*GRAVITY VERTICAL DESCENT, PRIMARY FORCES CONCENTRIC WITH 4 LEGS (NEGLIGIBLE ECCENTRIC FORCES). 2. BASIS OF REACTIONS: CALCULATIONS BY S&S WORLDWIDE, PAUL LATTIN, "12P - TOWER FRAME ANALYSIS" DATED 4/13 /14, REV 0. 3. ULTIMATE WIND SPEED BASIS = 110 mph. 4. TOTAL DEAD LOAD = 64.8 kips, SHARED BY 4 LEGS. 5. MAX GROSS TENSION AT ONE LEG = 100.4 kips, DUE TO WIND OVERTURNING REACTION, STRENGTH LEVEL. 6. MAXIMUM OVERTURNING MOMENT = 1,406 kip-ft, STRENGTH LEVEL. 7. MAX HORIZ SHEAR AT ONE LEG = 14.5 kips, CONCURRENT WITH MAX GROSS TENSION, STRENGTH LEVEL. 8. WIND CONTROLS OVER SEISMIC FOR STABILITY AND STRENGTH. COORDINATE EXACT LOCATION AND C V CR 1 v I ncrt Drat ELEVATION PRIOR TO POUR WILD WAVES THEME PARK AMUSEMENT PARK RIDES STRUCTURAL FOUNDATIONS Kennedy/Jenks Consultants SEATTLE, WASHINGTON STRUCTURAL DOUBLE SHOT TOWER FOUNDATION AND DETAILS AVY MILD STEEL EMBED WELDMENT .OVIDED BY S&S (UTAH) NTER TOP PLATE AT CENTER OF IWER FRAME LEGS :D IN PLACE PRIOR TO POUR )NFIRM WELDMENT ORIENTATION ID EXACT ELEVATIONS PRIOR TO IUR FILE NAME JOB NO. 1397020*00 DATE MARCH 25, 2016 SHEET OF S11 L NO. e V) 3 � N p O (� 1-1 V� O I N V L w Of Z O Z N w00 � 0 N E co Ln W N o n i i i � Q � QO OZ / \ C�j � N I PROPOSED I SCRAMBLER RIDE �P S 369TH ST VICINITY MAP SCALE:1 "=300' T.B.M. WSDOT SURFACE MONUMENT IN WESTERLY CONCRETE WALK APPROXIMATELY 150' N. OF INTX. SR 161 AND MILTON RD. S. EL.=295.18 VERTICAL DATUM CITY OF FEDERAL WAY B.M. NO. 2167-14-1 BENCH MARK ELEVATION: 289.03 (NGVD 1929) PK NAIL AND ENTRANCO WASHER SET FOR THE CITY OF FEDERAL WAY AT SW.W. CORNER OF INTX. SR 161 AND MILTON RD. S. HORIZONTAL DATUM NAD 83 - WASHINGTON COORDINATE SYSTEM, NORTH ZONE LEGEND M CATCH BASIN SEWER MANHOLE WATER VALVE FIRE HYDRANT 0 POWER METER GAS METER EB WATER METER BOLLARD -- SIGN YARD LIGHT 0 LIGHT POLE ..... ............ ........._.......... ....................... STORM DRAIN LINE ... _........ - s......................................... SANITARY SEWER LINE W--._._ ___ WATER MAIN LINE _..._..____. I::_ _._. _____ POWER LINE - --" - - COMMUNICATION LINE SITE CONSTRAINTS 1. EROSION HAZARD ARES - NONE KNOWN 2. LANDSLIDE HAZARD AREAS - NONE KNOWN 3. SEISMIC HAZARD AREAS 4. GROUNDWATER - NONE KNOWN - NO SEEPAGE OBSERVED 5. FLOODPLAIN - NONE MAPPED FOR MORE INFORMATION SEE GEOTECHNICAL REPORT COMPLETED BY GEOENGINEERS ON APRIL 22, 2016. NOTES 1) THE BOUNDARY FOR THIS SITE IS BASED UPON THAT SURVEY BY ESM CONSULTING ENGINEERS LLC RECORDED IN VOLUME 142 OF SURVEYS, PAGES 167, 167A, 167B AND 167C, UNDER RECORDING NO. 20010105900008, RECORDS OF KING COUNTY, WASHINGTON. SEE SAID SURVEY FOR ADDITIONAL SUBDIVISIONAL INFORMATION. 2) AS DESCRIBED IN THE LEGAL DESCRIPTION, THE LAND AREA OF THE SUBJECT PROPERTY IS 66.50 ACRES. 3) THIS PROPERTY HAS LEGAL ACCESS TO ENCHANTED PARKWAY SOUTH AND MILTON ROAD SOUTH, SHOWN HEREON AS PUBLIC RIGHTS -OF -WAY. 4) THE SITE ADDRESS IS 36201 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003. 5) THE SITE CONTAINS THE FOLLOWING KING COUNTY ASSESSOR'S TAX PARCEL DESIGNATION NUMBERS: 282104-9025-01, 282104-9026-00, 721265-2310-02, 721265-2350-03 AND 234550-0440-07. 6) THE PROPERTY DESCRIBED ON THIS SURVEY DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. THE PROPERTY LIES WITHIN ZONE X OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY PANEL NO. 53033C125OF BEARING AN EFFECTIVE DATE OF MAY 16, 1995. 7) PER PAGE 5 OF THE GEOTECHNICAL REPORT PREPARED BY GEOENGINEERS ON APRIL 22, 2016, THE EXISTING SLOPE ADJACENT TO THE PROPOSED TOWER RIDE (DOUBLE SHOT) ON THE EASTERLY SIDE MEETS THE FWRC CRITERIA FOR STEEP SLOPE HAZARD AREAS. PLEASE REFER TO THE REPORT FOR MORE INFORMATION AND RECOMMENDATION. ASPHALT 3 ^ ^ e . s , i , RESTROOM z., t w e i TUNNEL41 �Q , RAILROAD RIDEAlk i CONCRETE,` LIGHT POLE, UTILITY r A ^` BOX, (3) IRRIGATION CONTROL ' x � 2 2 ^ VALVES _ 279.79 i X280.01;1 F es✓ 1 . j m v; 280.01 0 { 1 f 280.53 { . 279.74 �O X 280.22 X 280.70 METAL FENCE AROUND } X , ✓ 280.48 \ RAILROAD RIDE O rn X 280.00 X 280.52 w ' ; 0 Xc280.43 _ y X280.52 ` X i z i r 1 79.s PAD=280.50�� :: 2 3 280.44 ` \ $ X 280.47 f i a t f ' 46 � X 280.36 €� Z ' ._F � TI MBERHAWKr EX. FENCE ... ... „ ROLLER 56 X 280.35 1 iµ 280.84 €' COASTER E� X 280.58 is ® � ,I .` , 3 ti 280.25 { PIRATE SHIP RIDE x2ao.o6 _ j 279.78 Y. 1^ "7 i \ X X 279.94 X 280.26-X'280.54 280.14A v \ ` I PROPOSED X279.68 SCRAMBLER RIDE f _ �- t X u i \ x x 278.93JM280.34 L~ 280.08 "X 279.36 \ 279.05 t L 279.69 a , } \l i EDGE OF EX. ASPHALT (TYP.) 3 PICNIC SHELTER f , z (TYPICAL) e q 0 � \Qjj d \ €} t, L STORAGE \ £ SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' SITE YL AI v �u r`1,,OVAL Permit Number: '� P Approved Br, Date: ommen s: RECEIVED MAY 2 0 2016 CITY OF FEDERAL WAY CDS REVISIONS NO. DESCRIPTION/DATE BY U M O 0 `11 �• J 00 mN :3 W M L v� L L pp�� W c 3 p W W W ® a� w� � a z o w B� D a � z Lo O W N a)o co � 0) z °' rn C N p z� J Q cum O v (A 3 U �o cz ZO 'j ) O � _ �v Uccoli E N p, •L 3 3 �-y c0 c W 0 Ud z O 0 z a c/) w LLI 0 rrn� VJ � Gi aw ui m / Q 0 Ix U Q I v) J o O 0 0 0. fr 0- r 0 N Q w 0 w LL- L3 JOB NO.: 163-032-016 DWG. NAME: EN-02 DESIGNED BY: DRAWN BY: CJR CHECKED BY: DATE: 05/12/2016 DATE OF PRINT: EN-02 1 OF 1 SHEETS n � Q � 20 C�j tj PROPOSED DOUBLE SHOT \ RIDE I �P 9� S 369TH ST VICINITY MAP SCALE:1 "=300' LEGEND CATCH BASIN CLEAN OUT o SEWER MANHOLE WATER VALVE j FIRE HYDRANT WATER METER GAS METER POWER METER BOLLARD SIGN YARD LIGHT YLY LIGHT POLE - D STORM DRAIN LINE s ,-- SANITARY SEWER LINE __... ......................_......._ §.................__..._.............. ---- WATER MAIN LINE P.......... ................... ......... - UNDERGROUND POWER LINE _....____.____........_ T........................... . - UNDERGROUND COMMUNICATION LINE C O ca � J 3 � U N Z T W M xa / 0 / N O / M i m m on I a N W� o W z N oo E� w L' o n m ,,, Ty HANG GLIDER RIDE �l ;s 10 CONCRETE LANDSCAPE BLOCK RETAINING WALL TERRACED BLOCK WALL `z y t ty �i a. �y 1% t y � { 237.36 X 229.57 i �� i jj(� ii `•: { z X• 233.46 os y 01 228. t 2` „ U9.79 16.55 ENTERPRISE RIDE X 223.06 ` ja^ " 216.40 ems£ ,Y✓'-! / PR S t rs1 � 10 RI 1 i.E.° 2.12.,20 v PVC NE.. I,E' 212.1-5 8" PVC SW { r 2I2,60 2" PVC S ,, 0 WOODI PLATFORM T.B.M. WSDOT SURFACE MONUMENT IN WESTERLY CONCRETE WALK APPROXIMATELY 150' N. OF INTX. SR 161 AND MILTON RD. S. EL.=295.18 CITY OF FEDERAL WAY B.M. NO. 2167-14-1 BENCH MARK ELEVATION: 289.03 (NGVD 1929) PK NAIL AND ENTRANCO WASHER SET FOR THE CITY OF FEDERAL WAY AT SW.W. CORNER OF INTX. SR 161 AND MILTON RD. S. HORIZONTAL DATUM NAD 83 - WASHINGTON COORDINATE SYSTEM, NORTH ZONE 216.6 220.58 235.48 231.02 216.74 230.89 232.53- 230.27 229.21 230.26— 227.22 SITE CONSTRAINTS 1. EROSION HAZARD AREAS - NONE KNOWN 2. LANDSLIDE HAZARD AREAS - NONE KNOWN 3. SEISMIC HAZARD AREAS - NONE KNOWN 4. GROUNDWATER - NO SEEPAGE OBSERVED 5. STEEP SLOPE HAZARD AREAS - SEE NOTE #7 6. FLOODPLAIN - SEE NOTE #6 FOR MORE INFORMATION SEE GEOTECHNICAL REPORT COMPLETED BY GEOENGINEERS ON APRIL 22, 2016. n SCALE: 1 if = 209 20 10 0 20 40 CONTOUR INTERVAL = 2' NOTES 1) THE BOUNDARY FOR THIS SITE IS BASED UPON THAT SURVEY BY ESM CONSULTING ENGINEERS LLC RECORDED IN VOLUME 142 OF SURVEYS, PAGES 167, 167A, 167B AND 167C, UNDER RECORDING NO. 20010105900008, RECORDS OF KING COUNTY, WASHINGTON. SEE SAID SURVEY FOR ADDITIONAL SUBDIVISIONAL INFORMATION. 2) AS DESCRIBED IN THE LEGAL DESCRIPTION, THE LAND AREA OF THE SUBJECT PROPERTY IS 66.50 ACRES. 3) THIS PROPERTY HAS LEGAL ACCESS TO ENCHANTS-D PARKWAY SOUTH AND MILTON ROAD SOUTH, SHOWN HEREON AS PUBLIC RIGHTS -OF -WAY. 4) THE SITE ADDRESS IS 36201 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003. 5) THE SITE CONTAINS THE FOLLOWING KING COUNT'.' ASSESSOR'S TAX PARCEL DESIGNATION NUMBERS: 282104-9025-01, 282104-9026-00, 721265-2310-02, 721265-2350-03 AND 234550-0440-07. 6) THE PROPERTY DESCRIBED ON THIS SURVEY DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. THE PROPERTY LIES WITHIN ZONE X OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY PANEL NO. 53033C1250F BEARING AN EFFECTIVE DATE OF MAY 16, 1995. 7) PER PAGE 5 OF THE GEOTECHNICAL REPORT PREPARED BY GEOENGINEERS ON APRIL 22, 2016, THE EXISTING SLOPE ADJACENT TO THE PROPOSED RIDE ON THE EASTERLY SIDE MEETS THE FWRC CRITERIA FOR STEEP SLOPE HAZARD AREAS. PLEASE REFER TO THE REPORT MORF I ORMATION AND RECOMMENDATION. ROVAL Permit Num':. r%.Nl Approved ".. y . Date: 0125atg, .Comments RECEIVED MAY 2 0 2016 CITY OF FEDERAL WAY CDs REVISIONS NO. DESCRIPTION/DATE BY U to O � v J �s J I ro N N J, — M 1 vv t � L C �/� VJ oC Q C o Q W 3 a p N W ® Z C v Z `O 0 W N Nc) c Z�� rn rn c '5 vC — (n N v JQ O Vv (A� co Z o O � �U Uccoli E — U 3 ` 3 3 �y 0 q) C W O 7 U� Z OO 8 Z Q cl) w 0 m �— O W 0 � W W o m n W cl) 00 Z \W / I Q Z i2 ® w Vj W V) D } J Q w 0 w w LL O U JOB NO.: 163-032-016 DWG. NAME: EN-01 DESIGNED BY: DRAWN BY: CJR CHECKED BY: DATE: 05/05/1206 DATE OF PRINT: EN-01 1 OF 1 SHEETS v 0 C u F GENERAL STRUCTURAL NOTES (GSN G H 7 ti 2 v v 0 0 N co s O j z O ry EN 3 0) 3 7 O 19 E c� U U) v� a� 0 N 0 ti rn M a� ry 6 N O ti O co U) a) O N O w M STRUCTURAL SCOPE &DESIGN CRITERIA BUILDING CODE IS 2012 INTERNATIONAL BUILDING CODE (IBC) , AND ALL REFERENCED STANDARDS, CODES, AND GUIDELINES. SCOPE OF STRUCTURAL WORK INCLUDES: 1. REINFORCED CONCRETE FOUNDATIONS FOR AMUSEMENT PARK RIDES. 1.1. SCRAMBLER RIDE EXPECTED STRUCTURE PERFORMANCE: 1. EXTERIOR CONCRETE FOUNDATIONS: MINOR RANDOM SHRINKAGE CRACKING LESS THAN Y64" WIDE. 2. SEISMIC PERFORMANCE: CODE CONFORMANCE, WHERE STRUCTURE DOES NOT COLLAPSE !N EXTREME GROUND SHAKING, AND PROVIDES REASONABLE CONTROL OF DAMAGE TO STRUCTURAL AND NON-STRUCTURAL SYSTEMS UNDER MODERATE GROUND SHAKING. SEISMIC LOADING DOES NOT GOVERN THE DESIGN OF THE FOUNDATION OR ANCHORAGE. LOADING 1. LIVE & EQUIPMENT LOADING ON CONCRETE FOUNDATION: THE BASE REACTIONS FOR THE EQUIPMENT IS SPECIFIC TO EACH EQUIPMENT BASE. SEE FOUNDATION SHEET(S) FOR GOVERNING LOADING PROVIDED TO K/J AND USED FOR DESIGN. 2. OCCUPANCY TYPE: BUILDING (NON -ESSENTIAL, NON -HAZARDOUS) 3. RISK CATEGORY PER ASCE 7-10 TABLE 1.5-1: II 4. WIND LOADING: 4.1. ULTIMATE DESIGN WIND SPEED, Vult = 110 mph 4.2. NOMINAL WORKING LOAD WIND SPEED, Vasd = 85 mph 4.3. WIND EXPOSURE: "C" 5. SNOW LOAD: 5.1. DOES NOT GOVERN 6. SEISMIC PARAMETERS: 6.1. SEISMIC IMPORTANCE FACTOR, le = 1.0 6.2. SEISMIC IMPORTANCE FACTOR FOR COMPONENTS, Ip = 1.0 6.3. COORDINATES: 47.2737°,-122.3103° 6.4. Ss = 0.1.275 6.5. S 1 = 0.490 6.6. SDS = 0.850 6.7. SD1 = 0.493 5 6.9. SITE CLASS = "C" 2016-05-13 6.10. SEISMIC DESIGN CATEGORY = "D" CONSTRUCTION NOTES 1. PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR SHALL CONFIRM THE EXISTING CONDITIONS OF THE SITE AND ADJACENT STRUCTURES FOR THE PROPOSED WORK. WHERE CONDITIONS AND DIMENSIONS ARE DIFFERENT THAN SHOWN ON THESE DETAILS, THE STAMPING ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 2. THESE STRUCTURAL DESIGN DOCUMENTS DO NOT ADDRESS MEANS AND METHODS. EXCAVATIONS, SHORING, TEMPORARY BRACING, FORMWORK, RIGGING AND THE LIKE ARE OUTSIDE THE SCOPE OF THESE STRUCTURAL DESIGN DOCUMENTS. 3. THE CONTRACTOR SHALL SELECT, INSTALL, AND MAINTAIN SHORING, SHEETING, BRACING AND SLOPING AS NECESSARY TO MAINTAIN COMPLIANT EXCAVATIONS, IN ACCORDANCE WITH ALL APPLICABLE OSHA, STATE, AND LOCAL REQUIREMENTS. 4. THESE STRUCTURAL DESIGN DOCUMENTS DO NOT ADDRESS SAFETY OR JOBSITE CONDITIONS. USE OF DOCUMENTS THIS DOCUMENT, INCLUDING THE INCORPORATED DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF KENNEDY/JENKS CONSULTANTS. FOUNDATION & SOILS 1. WORKMANSHIP: ALL WORK SHALL CONFORM TO THE APPROVED GEOTECHNICAL REPORT. 2. THIS PROJECT RELIES ON THE GEOTECHNICAL REPORTS: 2.1.1. TITLE: GEOTECHNICAL ENGINEERING SERVICES; PROPOSED ENTERPRISE, DOUBLESHOT AND SCRAMBLER RIDES; WILD WAVES 2.1.2. ENGINEER COMPANY: GEOENGINEERS 2.1.3. FILE NUMBER: 20582-001-03 2.1.4. REPORT DATE: APRIL 22, 2016 016-05-13 3. DESIGN VALUES:. ALLOWABLE BEARING PRESSURE = 3,000 PSF OVER APPROVED ENGINEERED FILLED ALLOWABLE PASSIVE PRESSURE = 250 PSF/FT COEFFICIENT OF FRICTION = 0.3 4. LATERAL EARTH PRESSURE = NOT USED. 5. UNLESS OTHERWISE INDICATED, FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH NEARBY REFERENCE. 6. GENERALIZED SOIL PROFILE: FILL (SILT, SAND, AND SILTY SAND) OVER NATIVE SILT OVER GLACIAL TILL. COBBLES AND BOULDERS ARE EXPECTED DURING FOUNDATION EXCAVATION. DEPTH TO GLACIAL TILL VARIES BETWEEN 3 FEET TO 20 FEET BELOW GROUND SURFACE, DEPENDING ON THE RIDE LOCATION. 7. REMOVAL OF ALL FILL IS REQUIRED, EXCEPT AS EXPLICIT NOTED OTHERWISE BY THE GEOTECHNICAL ENGINEER OF RECORD. 8. ALL EXCAVATIONS AND COMPACTION WORK SHALL BE EXAMINED AND CERTIFIED BY THE SOILS ENGINEER OR HIS REPRESENTATIVE PRIOR TO THE PLACEMENT OF ANY REINFORCING STEEL OR CONCRETE. 9. UNEXPECTED SOIL CONDITIONS: FOUNDATION DESIGN IS BASED UPON SOIL CONDITIONS SHOWN BY TEST BORINGS IN THE ABOVE REFERENCED REPORTS. ANY SUBSURFACE CONDITIONS NOT IN ACCORDANCE WITH THE ABOVE SHALL BE REPORTED TO THE SOILS ENGINEER IMMEDIATELY FOR RESOLUTION PRIOR TO CONTINUING ANY WORK. 10. FOUNDATION EXCAVATIONS SHALL BE CLEANED OF DEBRIS AND LOOSENED SOILS AND STANDING WATER BEFORE PLACING STEEL OR CONCRETE. 11. CLSM: CONTROLLED LOW STRENGTH MATERIAL, ALSO TERMED CONTROL DENSITY FILL ("CDF") MAY BE USED IN LIEU OF ENGINEERED FILL AT THE CONTRACTOR'S OPTION. CLSM IS REQUIRED WHERE EXCAVATIONS ARE MADE WITH A FOUNDATION'S ZONE OF INFLUENCE. CLSM PROPERTIES: 11.1. 28-DAY STRENGTH = 100 PSI MIN, 300 PSI MAXIMUM 11.2. SLUMP = 10" MIN 11.3. DENSITY = 100 PCF MIN, 125 PSF MAX 11.4. FLY ASH = 10% MIN, 50% MAX 11.5. MAXIMUM LIFT = 4'-0" PER DAY 12. BACKFILL BEHIND WALLS SHALL BE CLOSELY MONITORED BY THE INSPECTOR TO ENSURE WALL IS NOT DAMAGED DURING COMPACTION OPERATIONS. 13. THE CONTRACTOR IS RESPONSIBLE TO MONITOR NEW AND EXISTING STRUCTURES WHERE EQUIPMENT VIBRATIONS MAY AFFECT LONG TERM SETTLEMENT, AND STRUCTURAL AND NON-STRUCTURAL DAMAGE OF NEARBY STRUCTURES. 14. COMPACTION: PER ASTM D1557. REQ'D AT ALL AGG BASE AND ENGR'D FILL; 95% RC EXCEPT WHERE NOTED OTHERWISE. DESIGNED A. SCALES ��o wAs� AT 0 / 0 DRAWN 0 25mm AT IF THIS BAR DOES NOT B SCALE TO DIMENSION �Q l'C�, AL5 � CHECKED SHOWN, ADJUST SCALES G ACCORDINGLY. ONAL PDS CONCRETE 1. WORKMANSHIP: ALL COMPONENTS OF CONCRETE CONSTRUCTION, INCLUDING PROPORTIONING, REINFORCING, PLACEMENT, PRODUCTION, FINISHING, CURING, AND FORMWORK SHALL COMPLY WITH ACI 301-10. 2. CONCRETE STRENGTH & AIR ENTRAINMENT COMPR AIR MAX W/CM CONCRETE USE STRENGTH ENTRAIN'T EQUIPMENT 4,500 psi @ 28 DAYS 4% MIN 0.45 FOUNDATIONS 6% MAX 2016-05-13 TABLE NOTES: A. ALL AGGREGATE IS HARDROCK (SPECIFIC GRAVITY>2.5) AND CONFORMS TO ASTM C-33. B. FLY ASH (TYPE F) SHALL BE USED FOR FLUID -CONTAINING STRUCTURES AS CEMENTIOUS MATERIAL, 15% MINIMUM, 25% MAXIMUM. C. MAXIMUM AGGREGATE SIZE = Y4" D. SAND CONFORMS TO ASTM C-33. E. SLUMP = 4" MIN, 7" MAX 3. CEMENT: TYPE II OR V PER ASTM C-150 4. CONCRETE SHALL BE READY -MIX PER ASTM C-94. 5. REINFORCING: 5.1. A615 OR A706, GRADE 60 5.2. HOOKS SHALL BE STD 90 DEG, EXCEPT WHERE SPECIALLY DETAILED. DETAILER MAY SUBSTITUTE 180 DEG HOOKS OR HEADED ENDS (HRC 555 OR EQ) FOR ENGINEER'S APPROVAL. 5.3. USE HEADED ENDS (HRC555 OR EQ) WHERE BAR CONGESTION PREVENTS FRESH CONCRETE CONSOLIDATION. 5.4. WELDED WIRE MESH IS NOT A SUBSTITUTE FOR DEFORMED BARS 6. COVER: UNLESS NOTED OTHERWISE ON DETAILS, CLEAR COVER FOR REINFORCING SHALL BE AS FOLLOWS: -3" FOR CONCRETE CAST AGAINST EARTH FORMS -2" FOR CONCRETE EXPOSED TO SOIL OR WEATHER OR HYDROSTATIC HEAD. 7. PLACEMENT: PER ACI 301. 8. CURING: CURING COMPOUND OR OTHER CURING METHODS SHALL BE USED PER ACI 301 AND PROJECT SPECIFICATIONS. COORINATE w/ COATINGS., 9. WATERSTOP & CONST JOINTS: WATERSTOPS NOT REQUIRED. 10. FINISHES: PER ACI 301 AND PROJECT SPECIFICATIONS FOR CONCRETE SURFACE FINISH REQUIREMENTS. CHAMFER ALL EXPOSED EDGES 5/" OR 4". 11. MAX PERMITTED DRY SHRINKAGE & TESTING: NOT REQ'D. l 12. WHERE JOINTS ARE PERMITTED ADJACENT POURS SHALL BE PLACED AT LEAST 72 HOURS APART FOR FLUID -RETAINING STRUCTURES; OTHERWISE, 48 HOURS. 13. CONSTRUCTION JOINTS (COLD JOINTS) & SHRINKAGE CONTROL JOINTS: 13.1. THE CONTRACTOR SHALL OBTAIN THE ENGINEERS' APPROVAL OF CONSTRUCTION JOINT LOCATIONS IN ALL SLABS, BEAMS, AND WALLS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 13.2. ALL CONSTRUCTION JOINTS SHALL BE CLEANED AND HAVE LAITANCE REMOVED PRIOR TO PLACING FRESH CONCRETE. 13.3. GROOVED & TOOLED JOINTS REQUIRE SIKAFLEX 2C (OR EQ) AFTER CURING" 14. EPDXY FOR POST -INSTALLED ANCHORS 14.1. APPROVED EPDXIES ARE: SIMPSON SET-XP ESR-2508, HILTI HIT -RE 500-SD ESR-2322, OR EQ. 14.2. FULL TIME SPECIAL INSPECTION IS REQUIRED. 15. CONCRETE EXPOSURE CLASSES: 15.1. FREEZING: F1 15.2. SULFATE: S1 15.3. PERMEABILITY: PO 15.4. CORROSION: C1 FEDERAL WAY, WASHINGTON 16-05-13 WILD WAVES THEME PARK AMUSEMENT PARK RIDES STRUCTURAL FOUNDATIONS Kennedy/Jenks Consultants SEATTLE, WASHINGTON LOCAL MAP i SHEET SHEET DESCRIPTION ORDER REVISED NUMBER SS01 GENERAL NOTES 1 2016-MAY-13 SS02 INSPECTION 2 2016-MAY-13 SS21 FOUNDATION AND 3 2016-MAY-13 SECTION SS22 FOUNDATION DETAILS 4 2016-MAY-13 REFERENCE DWG #1 (FROM ELI BRIDGE) 5 - 2016-05-13 ?n1n_ns_1.,i STRUCTURAL SCRAMBLER RIDE GENERAL NOTES, INSPECTIORECEIVED MAY 2 Q 2016 CITY OF FEDERAL WAY CDs i wr v.w nr rrrnjXIMATE LOCATION SEE SHEET EN-02 FOR CIVIL SITE PLAN FILE NAME JOB NO. 1397020.00 DATE MAY 13, 2016 SSW NO. REVISION DATE I BY N 0 5 n E F G I SPECIAL INSPECTIONS 1. SPECIAL INSPECTION TABLES ARE PROVIDED TO SHOW A MINIMUM LEVEL OF INSPECTION REQUIRED FOR STRUCTURAL ELEMENTS OF THIS PROJECT DURING CONSTRUCTION. THE JURISDICTION AND THE BALANCE OF THE CONTRACT DOCUMENTS MAY REQUIRE ADDITIONAL INSPECTIONS. 2. SPECIAL INSPECTION SHALL CONFORM TO 2012 IBC CHAPTER 17. 3. SPECIAL INSPECTOR IS DEFINED AS AN INDIVIDUAL WHO HAS DEMONSTRATED KNOWLEDGE AND EXPERIENCE IN THE SPECIFIC FIELD WHERE HE IS PERFORMING INSPECTION. IN ADDITION, A SPECIAL INSPECTOR SHALL HAVE TRADE -SPECIFIC CERTIFICATIONS IN ORDER TO PROVIDE INSPECTION FOR THAT WORK ISSUED BY ICC OR OTHER NATIONALLY RECOGNIZED TRADE ORGANIZATION. 4 5 1 6 aco 2 co 0 N a u EN N 0 U) E c� U a) N, 6 N 0 w CM i U a) 0 N 0 ti rn m cn a) �4 tr 6 N O ti rn co m THE SPECIAL INSPECTOR SHALL BE A THIRD PARTY THAT IS NOT COMPENSATED BY THE GENERAL CONTRACTOR. STRUCTURAL OBSERVATION IS NOT A SUBSTITUTE FOR SPECIAL INSPECTION. SPECIAL INSPECTION DOES NOT ADDRESS INSPECTIONS FOR NON-STRUCTURAL WORK. INSPECTION REPORTS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE, THE ENGINEER OF RECORD, THE JURISDICTION, AND THE GENERAL CONTRACTOR WITHIN 24 HOURS OF INSPECTION. SPECIAL INSPECTION - SOILS & FOUNDATIONS CONTINUOUS DURING TASK PERIODICALLY DURING TASK VERIFICATION AND INSPECTION TASK LISTED LISTED 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE X DESIGN BEARING CAPACITY 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE X REACHED PROPER MATERIAL. 3. PERFORM CLASSIFICATIONS AND TESTING OF CONTROLLED FILL X MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES X _ DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND - X VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. SPECIAL INSPECTION - CONCRETE VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCE STANDARD 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT. - X ACI 318: 3.5, 7.1-7.7 2. INSPECTION OF REINFORCING STEEL, WELDING IN ACCORDANCE _ _ AWS DIA, ACI 318: 3.5.2 WITH TABLE 1704.3, ITEM 5B 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND _ X - DURING PLACEMENT OF CONCRETE. 4. VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318: CH. 4, 5.2-5.4 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS ASTM C172 FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, X - ASTM C31 AND DETERMINE THE TEMPERATURE OF THE CONCRETE. ACI 318: 5.6,5.8 6. INSPECTION OF CONCRETE, SHOTCRETE, GROUT PLACEMENT FOR X _ ACI 318: 5.9, 5.10 PROPER APPLICATION TECHNIQUES 7. INSPECTION OF MAINTENANCE OF SPECIFIED CURING TEMPERATURE _ X ACI 318: 5.11, 5.13 AND TECHNIQUES. 11. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE _ X ACI 318: 6.1.1 CONCRETE MEMBER BEING FORMED. NOTE: SPECIAL INSPECTION IS NOT REQUIRED FOR NON-STRUCTURAL PAVING LESS THAN 4" THICK, OR UNREINFORCED EQUIPMENT PADS. USE OF DOCUMENTS THIS DOCUMENT, INCLUDING THE INCORPORATED DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF KENNEDY/JENKS CONSULTANTS. NO. REVISION DATE I BY REQUIRED STRUCTURAL SUBMITTALS ABBREVIATIONS 1. SUBMITTAL REVIEW BY ENGINEER DOES NOT CONSTITUTE APPROVAL FOR VARIANCE WITH AB ANCHOR BOLT, ROD THE DESIGN DOCUMENTS UNLESS SPECIFICALLY STATED. SUBMITTALS SHALL BE AB AGGREGATE BASE COMPLETE AND REQUIRE ENGINEER OR RECORD REVIEW. B, BOT BOTTOM BTM BOTTOM 2. MINIMUM CONCRETE SUBMITTALS: BRG BEARING CDF CONTROL DENSITY FILL (CSLM) 2.1. READY -MIX SUBMITTAL FOR STRUCTURAL CONCRETE. CJ CONSTRUCTION JOINT 2.2. REBAR PLACEMENT DWGS FOR ALL REINFORCED CONCRETE; EXCEPTION: CL CENTERLINE SLABS -ON -GRADE AND PAVEMENT. CLSM CONTROL LOW STRENGTH MAT. 2.3. MECHANICAL REBAR COUPLERS. CLR CLEAR 2.4. POUR SEQUENCE AND CONSTRUCTION JOINTS NOT EXPLICITLY SHOWN ON DWGS. CONC CONCRETE 2.5. CONCRETING METHODS FOR MASS CONCRETE. CONT CONTINUOUS, CONTINUE 2.6. SEALANTS AND COATINGS. DBL DOUBLE 2.7. CURING METHODS AND PRODUCTS. DWGS DRAWINGS 2.8. EPDXY FOR POST -INSTALLED ANCHORS (E) EXISTING EA EACH 3. IN ADDITION, ALL TESTING RESULTS AND SPECIAL INSPECTION SUMMARIES SHALL BE EF EACH FACE PROVIDED TO THE ENGINEER OF RECORD AND THE PLAN CHECKING JURISDICTION WITHIN ELEV ELEVATION 24 HOURS. ENGR ENGINEER, ENGINEERED EQ EQUAL SPACES EQUIP EQUIPMENT EW EACH WAY E-W EAST -WEST EXT EXTERIOR FNDN FOUNDATION FF FINISH FLOOR GALV GALVANIZATION GB GRADE BEAM GEOR GEOTECHNICAL ENGR OF RECORD STRUCTURAL OBSERVATION GSN GENERAL STRUCT NOTES HDG HOT DIP GALV HORIZ HORIZONTAL STRUCTURAL OBSERVATION (BY ENGINEER OF RECORD) SHALL BE PROVIDED AT THE FOLLOWING HK HOOK TIMES HT HEIGHT INT INTERIOR 1. CONCRETE FOUNDATIONS: ONE DAY PRIOR TO FIRST FDN POUR JT JOINT 2. CONTRACTOR SHALL PROVIDE ENGINEER WITH 2 BUSINESS DAYS NOTICE FOR OBSERVED MANUF MANUFACTURER WORK. MECH MECHANICAL N-S NORTH -SOUTH 3. STRUCTURAL OBSERVATION IS NOT A SUBSTITUTE FOR JURISDICTIONAL INSPECTION OR (N) NEW SPECIAL INSPECTION. OC ON CENTER OPNG OPENING OPP OPPOSITE PERP PERPENDICULAR PL PLATE FIELD TESTING RC RELATIVE COMPACTION REINF STEEL REINFORCING REQ'D REQUIRED TEST AND INSPECTION SHALL BE PROVIDED BY A QUALIFIED TESTING AGENCY AS REQUIRED REQ'TS REQUIREMENTS BELOW AND SHALL CONFORM TO THE REQUIREMENTS OF THE 2012 IBC CHAPTER 17. SCJ SHRINKAGE CONTRACTION JT SEOR STRUCTURAL ENGR OF RECORD PHYSICAL ON -SITE TESTS: SIM SIMILAR SPEC BOOK SPECIFICATIONS 1. CONCRETE SAMPLES FOR SLUMP & LAB TESTING SS/SST STAINLESS STEEL 1.1. (6) 6x12 CYLINDERS. (2) AT 7 DAYS, 2 AT 28 DAYS, (2) IN RESERVE SW SHEAR WALL 1.2. SLUMP TEST EVERY 18 YARDS T TOP 1.3. AIR TEST - FIRST TRUCK OF DAY, EVERY DAY THK THICK, THICKNESS TO TOP OF 2. DIRECT TENSION PULL TESTS FOR CONCRETE EPDXY AND EXPANSION T&B TOP & BOTTOM ("WEDGE") ANCHORS THAT ARE NOT INSPECTED. W/ WITH UNO UNLESS OTHERWISE NOTED VERT VERTICAL WS WATERSTOP DESIGNED SCALES ���aF WAS O AT 0 �"ti o DRAWN 0 25mm AT IF THIS BAR DOES NOT SCALE TO DIMENSION O GG'g Cs CHECKED SHOWN, ADJUST SCALES "nALL ACCORDINGLY. ONAL PDS FEDERAL WAY, WASHINGTON WILD WAVES THEME PARK AMUSEMENT PARK RIDES STRUCTURAL FOUNDATIONS Kennedy/Jenks Consultants SEATTLE, WASHINGTON STRUCTURAL SCRAMBLER RIDE GENERAL NOTES, INSPECTION FILE NAME JOB NO. 1397020*00 DATE MAY 13, 2016 SHEET OF SS02 A A B C D E F G H 1 2' 0 J Q z 0 iY EN 3 0 N U) E (6 L U In U) N 79 <Y O N O N O m 0 N O ti W M cn U O N O O (+7 O N O O co C LL cn a� c� 15 m GENERAL NOTES: 1. GEOTECHNICAL ENGINEER OF RECORD (GEOR) MUST EVALUATE THE EXCAVATION AND APPROVE THE EXCAVATION DEPTH AND NATIVE SOIL PRIOR TO POURING THE MUD -MAT OR PLACING REINFORCING. 2. CONSTRUCTION JOINTS SHOWN ARE SUGGESTED, TO REDUCE SHRINKAGE CRACKING AND SERVICE CRACKING. REINFORCING STEEL ("REBAR") IS CONTINUOUS THRU CONSTRUCTION ("COLD") JOINTS. 3. DIMENSIONS SHOWN MUST BE VERIFIED FOR EQUIPMENT FIT. INCREASE CLEAR WIDTH D F0 S S REQUIRED FOR INSTALLATION TOLERANCE, UP TO 6" IN ANY DIRECTION. 4. ANCHORAGE: ANCHORAGE TO CONCRETE IS OPTIONAL AND NOT REQUIRED. 2016-05-13 APPROX LOCATION FOR DRIVE SHAFT q CENTERLINE— ih TOP OF CURB = TOP OF ADJACENT PAVEMENT USE OF DOCUMENTS THIS DOCUMENT, INCLUDING THE INCORPORATED DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF KENNEDY/JENKS CONSULTANTS. NO. APPROX LOCATION FOR RIDE BASE REACTIONS: 1. DESCRIPTION OF SCRAMBLER RIDE: AMUSEMENT RIDE DESIGNED AND MANUFACTURED BY ELI BRIDGE COMPANY OF JACKSONVILLE, ILLINOIS; (36) PASSENGER RIDE; (3) PAIRS OF RADIAL ARMS SUPPORT (3) ROTATING UNIT POLES. 2. ANCHORAGE FORCES AT LEG CORNERS AND BASE ARE NEGLIGIBLE; RIDE DESIGN TO BE SELF SUPPORTING ON FLAT PAVEMENT. 3. BASIS OF REACTIONS: 4. WIND AND SEISMIC LOADS DO NOT GOVERN CONCRETE DESIGN OR ANCHORAGE. 5. TOTAL DEAD LOAD = 18.1 kips, SHARED BY CENTER BASE AND 6 LEGS. 6. MAXIMUM OVERTURNING MOMENT = 66 kip-ft, STRENGTH LEVEL, INCLUDING DYNAMIC EFFECTS. 7. MAX VERTICAL REACTION AT ONE LEG = 6.4 kips DOWNWARD, STRENGTH LEVEL, INCLUDING DYNAMIC EFFECTS. DRIVE SHAFT Z COUPLER SUPPORT (BY OWNER) 11 TYPICAL OF 2 N 36-5&" COVER PLATE BY OWNER a 1 SS22 30'-9%6" PLAN SIDE SECTION THRU DRIVE SHAFT SUPPORT SLAB REVISION DATE I BY RIDE BASE —� — — — — E � i 21'-4Y4" N THICKENED EDGE AT HEX PAD PERIMETER DESIGNED �A.T�q SCALES ��y�oF WAsBj O AT o DRAWN 0 25mm , / AT IF THIS BAR DOES NOT 37 SCALE TO DIMENSION CHECKED AL SHOWN, ADJUST SCALES ` �R ACCORDINGLY. ` TONAL _ 5'-6Z8" MIN 12'-0 %" f EUEKAL WAY, WASHING I UN RIDE FOOT (6) TOTAL __'' :•. 5'-6'/8" MIN WILD WAVES THEME PARK AMUSEMENT PARK RIDES STRUCTURAL FOUNDATIONS Kennedy/Jenks Consultants SEATTLE, WASHINGTON 1Ia ■ STATIONARY BASE AND BASE LEGS PLAN 2 STRUCTURAL SCRAMBLER RIDE FOUNDATION PLAN AND SECTION FILE NAME JOB NO. 1397020*00 DATE MAY 13, 2016 SHEET OF SS21 AWE A B C D E F G H 1 7 02 M, O N M m 3 3 N N W U) E m 0 a) fy 6 N O ti rn co a) 0 N O ti rn M cp L 0 N O ti m M 0 N O ti co C U_ U) a) Q. E a) Q. 0 m m 0 a) 0 a_ 0- 0 Y a) 0 0 ca F— c 0 co in 0 0 D OUTSIDE HEX PERIMETER DRIVE SHAFT SUPPORT SLAB 8" THICK #4@12" MID -HT, EA WAY SEE PLAN FOR SUGGESTED JOINT LAYOUT (CRACK CONTROL) SEE DETAIL 2/- BELOW FOR INFO NOT SHOWN J U c') OUTSIDE HEX REINF NOTES: PERIMETER 1. LAP SPLICE FOR REBAR = 50* BAR DIAMETER #4x CONT 2. HOOKS FOR #4 BAR ARE STD 90' HOOKS OPTIONAL PEDESTRIAN COVER PLATE (BY OWNER) CLOSED STIRRUPS U 10" THICK #3 ' @ 12" iv MAT -SLAB INSIDE HEX #4@12" TOP & BTM. EA WAY �) = J U RAINWATER DRAINS TO SUMP PIPE TOP LONG T REINF: (2) #6xCONT BTM LONG'T REINF: (2) #6xCONT J �. J Uj ENGR FILL; o aa- o REPLACES<__ j I_..__. = w (E) FILL (-_ - `. _ i d O , 'f \ COMPETENT NATIVE APPROVED BY GEOR CONT FTG WIDTH PERIMETER CURB 8" W x 8"T ADJACENT PAVEMENT AROUND PERIMETER Z 0 N BTM LONG'T REINF = /91 ± SECTION AT DRIVE SHAFT SLAB PERIMETER CURB 8" W x 8"T ADJACENT PAVEMENT F AROUND PERIMETER #3x18" HAIRPIN @12" w/ 180' H K AT TOP '-'73" CLR 1'-0" MIN �1 1 HEX MAT -SLAB FNDN SECTION USE OF DOCUMENTS THIS DOCUMENT, INCLUDING THE INCORPORATED DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF K ENNEDY/JENKS CONSULTANTS. SCALES o 0 25mm IF THIS BAR DOES NOT SCALE TO DIMENSION SHOWN, ADJUST SCALESt'AL ACCORDINGLY. o� .TAB ��woF AS�I� O\. o J ,' rd � sr s O G (s ONAL � DESIGNED AT �' �� -- FEDERAL WAY, WASHINGTON 4 WILD WAVES THEME PARK AMUSEMENT PARK RIDES STRUCTURAL FOUNDATIONS STRUCTURAL SCRAMBLER RIDE FOUNDATION DETAILS FILE NAME JOB NO. 1397020*00 DRAWN AT DATE MAY 13, 2016 CHECKED PDS Kennedy/Jenks Consultants SEATTLE, WASHINGTON SHEET OF SS22 NO. REVISION DATE BY