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8185 SW HUNZIKER ROAD-3 Y Vf .1M h'� 1 i A 1 . 1 J 1 Y 1 tip k. 1 .JOS f�JN�ER �i8-�8�� . GENERAL NOTES SIu wGT. EI'R(:TiVt 5 ZEE 5EGT I ON T © w R AREA Pay p B Fool lr 5x DEALER G�i�X GOt�l5TRLJGTION �. Me-r� Ft� IA!y SPEC GA ION � DESIGNATION Y ELD STRENGTH PROPERT I E5 li FLAT [5AR A• 529 FY • 50 K51 M I N IK IK IK IR Dem IK I K ' La IR '� I K ' PROJEGT, ADDITION To KN>EZ (P85 ..1oa #`12-365`0 5TEEf_ PLATE A-�70 FY • 50 K51 MIN 10 3.25 .105 1.021 50.00 2)/ Ib 1.890 6.431 2.5.546 5.046 LOCATIONS TIGARD OR MOT-ROLLED MILL N-IA.2:1e5 A-56 FY -45K51 MIN ° .075 0.970 50.00 3/16 1.350 4.594 1`1555 3.303CAM A-36 FY • 95 K51 M I N DRAC �' A-36 FY 36 K51 MIN c-t0 2.2`� .10`� 1.021 50.00 5/16 1.575 5.359 18.1`�6 4.035 DE5GR I PT I ONS G 2 x Co'7 x 25 Low E Av E 10Z 12 �, DRAGS ROUS (,pi.�-FOR�U L i c*tr GAGE 5HAPE5 A-446 FY • '55 K51 (GRADE D) .090 0.9% 50.00 2)/Ifs Fs 1.350 4.` 94 15.625 3.472 . ,, S`7 x Co 5 x ZS Low E.w E 1 • I�_ 131 t4 LE GTS ROOF AND WALL 5HMTIN3 (R PANEL) A-446 FY 80 K51 (GRADE E) p .075 0.970 50.00 3/16 1.125 ...828 13.070 2.856 '� ROOF %VfTING (5TAADING 5+EA1v0 A--446 FY • 50 K51 (GRADE' D) .060 0.944 50.00 5/16 0.900 3.062 10.454 2.05540 ' TYP A-325N CO DOLTS GRADE 5 w 8.0 2.75 .105 1.021 50.00 5/16 1.57 .3 5 559 15.33 ! 3.802 LOADING INFORMATION ELDG. DE" t q94 UBG 1& 0 DOLTS • .090 0.9% 50.00 3/16 1.350 4.594 125.201 3.074 .075 0.970 50.00 5/16 1.125 3.628 11.049 2.433 L I VE LOAD 25 P 5F : � .060 0.994 50.00 3/16 0.900 3.062 8.659 1.861 2. PR IMARY 5TRX�XTt TURA- 1, PAINT � R PRIMER. REO OXIDE OR ENAMEL, GREEN OR BLUE 6.0 2.50 .060 0.994 1150.001 5/ 16 0.72012.450 4.020 1235 DEAD LOAD 2 P5F + FRANE WT. - 3, -r°,�_Agl 5TRUCIIJEAL 008.11W-7 W I iD LOA[> &0 Wh EXP. A = (EXP. E5 + EXP. G)/2 v> F014&0 FROM GALVAMZ.ED PRODL)GT5 (Gb0) Ate► WGT. Er�ecTly� 5 MEG3 HAN I GAL LOAD � P5F Z n �. I I I //QQo TRACjOR OR A/E F 1 W �5PON5 i 1EI L 1 T 1 E51u yPVt y5 GEE 5EGT I ON T ° w R 1 11 PACIFIC DU IL.D I ND 5 k^ TEM5 5TAN7A;V P1<'•ODUGT 5PEG 1 Fi GAT I ON5 FUR DE-51 Gf t FAP�R I GAT I ON, O E 5 p B Foar Ir 5vaJ� SNOW LOAD NOT E�EQ D QUALITY GRI TER 1A, 5 t AAVARD5 AND TOLERAPICE5 SHALL G0VEM THE WORK, Ui�L -55 5T I PLATEtD P R PELT I - OTt-E-RW15E IN TM GCt MALT DOCLMEW5. IK I K IK IR DEG. I K I K ' l-e. IR I K ' 5E 15M I G 7 r.Nb 3 CO a IN CA5E OF D 15CREP SIG I E5 BETWEEN PAG I F i C. DU I L.D i NG 5Y5TEM5 STRUCTURAL PLANS AND PLA.N5 a 1 O 325 .105 1.166 90.00 3/16 1.890 6.431 28.1 DO 5.452 NG 5Y5TEM5 PLANS 5HALL C70VE-M .075 1.093 90.00 3/ 16 1.350 4.594 20.083 3.574 � FOR p-1�-�R TRADES, 'r.-E PAG I F I C f5U I L,D `J MEET I NG � IT 15 THE RE5PON5l D hi L_lTY OF TBUILDER/CON TRACTOR To OBTAIN APPROPR I ATE APPROVAL5 Aim "' qO 2.25 .i OS 1.166 90.00 3/ 16 1.575 5.359 17.761 3.947 (� a �SARY PERiN I T5 FRGM G I TY, COUNTY, 5TATE, OR FECX-RAL AGENG I E5, A5 REQU I RED. T p .090 1.130 90.00 3/16 1.350 15.52 15.305 2.bO�5.40 ROOF, 26 GA. Oak GRADE (PLAINT) L .075 1.09.E 90.00 3/ i b 1.12'5 3.828 12.820 2.800 OF PACIFIC;F I G BUILD!NG 5Y5TEM5 DRAW I NG5 CON`'T I TUI TE5 TM BU I L..DER/GONTRAGTCe OR A/E FIRM .060 1.057 90.0012)/1( 0,904 3.063 10267 2.034 _ v APPROVAL ,�� SE oRDE"-R WALLS• 26 C� GOii�i L G1eADE (TaraE SLUE) M,e�Tc.H E x i� Ex..fll� � ACS-PTANC,E Cf= TSE PAG I F I G bU I LD I NG 5Y5TFM5 I trf 1-E-RPi STAT I ON OF TYE CONTRACT K. ,C HA S.O 2.75 .105 1.166 90.00 3/ 16 1.575 5.359 14.986 3.747 Y ONCE T M DU I LDER/CO TRACTOR OR A/E FIRM HA5 51 GNE D PAG I F I G BUILDING 5Y5TEM5 APPiROVAL �..� .090 1.130 90.00 3/16 1.350 45.b2 12.927 3227 .075 1.093 90.00 3/16 1.125 3.828 10.830 ?_.563 PACKAGE, Gll'IANGE5 f= T1'E PURCHASE ORDER BY ne BUILDER WILL BE BILLED To Ti'E BuILDER/ .060 1.057 90.00 3/16 0.900 3.063 8.528 1.934 I SAT I ON CONTRACTOR FOR MA k�I AL, ENG IPEE-RING, At�D HANDLING FEES. SUCH MAY CAUSE Tl-E N PROJECT TO M MOV50 FROM TM FABR I GAT I ON AND/OR 5H I PP I PIG 50t-E-DUL.E. A PENALTY FEe MAY b.0 1 2.50 .O b0 1.05-7190.00 3/16 0.720 2.450 3.904 1.209 DE CkIARGEC IF TM PROJECT NEST BE MOVED FROM T� BR'E FAI GAT I ON AND/OR 5H 1 PP I NG ROOFS A5 LONG A5 PACIFIC, BUILDING 5Y5TEM5 DE51 GN AND DETA i L I NG APPROACH CX PL I E5 WITH Tt'E PURC1A5E ORDER. STARTER bY O­� TM BU I L.DER/CONTRACTOR OR A/E F I Rvl 15 M5P0N51 BL.E FOR THE OVERALL PROJECT GOORD I NATION. WALL52 ALL i NT�ACE AND C•OivPAT ID I L I TY I NG ANY MATERIALS NOT FLlRNI 51•ED BY PAG i F I G BUILD 1 NG -� COVERAGE ILlDER/CONTRACTOR OR A/E FIRM SYSTE'M`' AkE TO M- C.4N5 l OEREf� AND C.O4RD I NATED BY THE Bu 12 Tl~E`5e PAG IF IG DUiL� NG 15Y5TEM5 A55U+IPT I ON5 5HALL GUVE-RN UNLEE-55 SPEC IF IG DE51 GN GR I TER IA �IPIG TH15 I N i�FAGE BETWL--EN MATEFiRIAL5 15 RNI%IED A5 PART OF TIS PURCHA5E ORDER. FRAMED OPEN i NG 50NEDULE 5YMboL - 0 - a AAC=TOR 15 RE5PON51 DL.F_ TO INSURE -PR THAT ALL OTIPROJECT PL.AN5 AND R QTY. DE�CR I PT I ON TI-E BUILDER/GoNTR 5PEG iF IGAT I ON5 COtvPLY WITH THE APPL IGADL.E geW IREty w5 OF ANY GOVERNING BU I L.D I NG AUTt-10R I T I E5. A 2 1 6-O" x 16,-04 DOOR by OTI- R5 lu_�~ 5UP'Pl- Y I NG 5EAL.ED Efi I IEER IND DESIGN DATA AND DRAW I W'5 FOR THE PAG I F I G PCU i L..D I NG 5Y5TEM5 DU ILaD I NG EX E5 NOT I PLY OR CON`T I TUTE ANA THAT PAG I F I G BUILDING 5Y5TEM5 OR 175 DE51GN ENGINEER 15 ACTING A5 TM ENGINEER OF RECORD OR DE51GN PROFE55IONAL_ FOR THE CON- � AGGE550R I ES 5 DE51 GN DATA ARE 51-ALED A5 TO THE 51TKXTURAL 5Y5TEM ~ PROJECT. �-E5E DRAWING AND STRUGTI ON PR FE-MENT5 OF Tt-E PURCHA5E 1 , a , I ' - L A't C�t�t� �r o 3c_ F l.o W E�r� L� To E x l'`3T C.a�yr-�+F ;� 3 I SI-ED DY PAG IF,sG BUI L.D INC 5Y5TEM5 !N GOtvPI_1 AP1C'.E WITH ALL REQU i Tm WT, I x ,K Sar I K (x I K K ''' 26 GAGE PANEL TYPE ORDER. IPI P5F POSITIVE bCtCW* N OATIVL bCIkVINrj cc E P T -rte E A r�r�l rt a n::••� L ct.r� �r T}� _ („F�/►►•�•z o . o �`T OR 15 RE5PON51bLE FOR 5ETTIND OF ANC,1-108 BOLT5 AND ERECTION OF 5TEEL R PANEL SUPPER SPAN .0196 0.98 .0520 .0505 .0.423 .0793 THE Bu I LDS-R/GOivTR�,... O � X15T SH E ETI►•r cq , Ca 1�TS �,, TR I Mt � �.'' F', a_--J I F BtJ i LD I NG SYSTEMS "FOR GOt4 TF-UCT i Ofd' �J" E GT I N .0622 .065.4 .O`�1 O .0824G. L.- Z � DUI L.D I Nr.t CoMPOPE� I N AGGORDANC.E WITH PAG I G STEEi_C:�J .0206 1.02 @ 13 M rl,�R u l�o M g,, l 9 G . T N P V DRAW I N W WILL E E 7 . Tr" RG GEPRO P E R T I E 5 H I-R I 0 11 1 .0198 10.96 .0423 .0408 .0383 .0434 - RESP"I B I L I TY OF T-.--E ERECTOR TO DETERM I Pte, FURNI 5H, AND 1 N5TALL.. 5. 5N DOLT T I REQ 5 NOTE MINOR R I D5 NOT SHOWN TURN--OF-NJT T IC*1 T'G II 7 SHALL DE uSED. WITH TURN-OF--fAJT T IGF�tTEN I NG, WASt-E-RS ARE NOT 5NUC,-�-Tia-ff REW I RED. DoL..T5 51''Aa_L DE 1 NE0 5TALLIN ALL. I. OLE5 OF TM GOt��GT I ON AID BROUC�t-1T T0 A GOND I T ION. "5NL,* TiCilT 15 DEF INEV A5 THE T IC+t rw-55 THAT EX 15T5 WMN TM- PLIES OF 11-E JOINT ARE ° O IN FIRM CONTACT. TYi'5 MAY BE ATTA I P>ED BY A FEW IivPAGT5 OF AN IMPACT WRENCH OR TM TI C+ITENI NG A PER5ON CAN ACHiE`lrr-: WITH FULL 5TTENGTH WITH AN ORD I NARY SPUD WRENCH, 5N-* TIGHTENING SHALL PROGRE55 5Y5TE-MAT 10GALL.Y FROM TM MOST RIGID PART OF TM CON,L-GT I ON TO TM FREE EDGE5, AND . THEN TM DOLT5 Cr 717E CONNECT I ON 5HAL..L DE RET I IN A 51 M I L.AR 5Y5TEMAT I G MAJOR A5 ;~ WCZ-55ARY UNTIL AL BOLT5 ARE 51 MULTANEO J51-Y 5NJG T IC*lT AND TFC GCNNWOT I ON 5HA LL ff- T I fV9TYfR 5Y THE ADPL I CADL.E AMOUNT OF ROTATION 5PEG I F I ED IN TADL E DELOW. DURING THE T IGt ITEN I NG OPERATIC THM 5HAL.L 0E NO ROTATION OF M-E PART NOT TURNED DY TI-E WRENCH. TIS 1 ND 5HAL.L F!eGRE55 5Y5TE1v1AT I CALLY FROM Tt-E M05T RIGID PART OF TM JOINT TO I T5 FREE ,-NUT ROTATION FROM 5N.1 ,=I l Qk ff C0�0_1119N 015PO51TICN OF OUT'S FACE OF DOLTEL7 PARTS *N DOLT L.E-NGTH DOTH (ACES OW FACE NMAAL TO DOLT AX15 AND DOTH FACe5 5LWW NOT Wft THAN gi4x-R51DE OF HE-to NaWAL TO 07Mt 51.07M NOT MCRA THAN 120 120 FK1 NOTAL- TO TM DOLT AXIS •` TO EDGE OF DOLT`,►) DOLT AXIS McVEUV WA5111t NOT MCD) M VeLZD WA5"!It NOT IJUV) LF TO AND IWADDI AIG 4 1/3 TURN 1/2 TURN 213 TU'3J E 'RIF ?'31/ D IA1u�TFRS ove? 4 D I Af a TERS Cllr NOT 1/2 1 URN 213 TURN 05/6 TURN ] F.Xr4'_0IN3 8 DIAM I _ v� F ,4 5CLT5 INISTA tZo 5Y 1/2 TURN AW LE55, TM TOLI`RANC.E 9-0,LL CE PLU5 OR MINJ5 30 DEC7ME5. BUl' N-0090, 51198-0006 > F1 jR 80L.T5 INSTAL Lf:o 3Y 213 TURN AND MORE. THE TOL,EfGANC'.E 5f•1AL L M PLLU5 OR MIN)5 45 CX-GRE£5. 8185 SW H u n zi ker - 1 of 18 ' IF THIS DOCUMFN7 IS LESS I TrI i 1 r � 11 111 TTr I-111111111 �T 1 1 1 1 111 II I i III III I jT T�I 1 � f 1111 I I I T�1 1II1I111 11 ! I11111 II1 I I 1 1 1111111 ` 111 111lTIT 11111 1 I IT]1.11. T11 1�1 111I11111111it 111Iill111 LFGIBLF 'THAN THIS NOTATION , 1 4 I 8 R 11 I IT I.S DUF TO THF QIJALITY OF _ -- --- - --` -- �� -- - - - - -� - - No.9e �. ......... V THF ORIGINAL DO(�iIMENT . - -- - ---- --- - -- �^ E 6Z AZ LZ 9Z Z Z 8Z IIII ill) IIII IIII IIII IIII IIII IIII IIII III! II1.! IIII IIII III I�I I I IIIIII IJIIIII I IIIIII i JII11111t IIILT (J,11JIIIIII I iI III IIIIIIIiIIIIIIHill III11111111111171111 1 1 � 211 itiZI�) �' 4., N �? -H IF Ex15T'IN�-, • r I ®► hJ��,v d� (t r-"v R x.114 1 rel' • I • ® '�a R M v I LQ 3 - � D 0 Q CL (My- Ig ) Ex6r, C.oww, R 1/44 " X a FNIUio PLARL.I N5 8 ZEE I Ga GA. 0 41- 111 O/G (TYP. U.N.) 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IN DETAILS " B" THRU "G" Lo I (4) 7/ 32"• N X VAR00IES (1) 9/16"0 H , 1/7' 0 6" O 00 OR 4 TEK SCREWS THREADED 0 �•- IF WALL BRD'G DOES . . /NOT MATCH ROOF LOC. � W PLATE 3/16'X 1 1/2' X (,PLATE�1/Gi H 1 1/2' X i 1/2" 1/ X 6' THREADED 1/—� (1) 9/16' .0H 1/7 0X6' Q R00 H END THREADED ROD �„ 1 Y 0 X 6" L i'X1"Xt/8" _� THREADED ROD 1/8 t/2" X 12' 1� 1/8 THREADED ROD ul al IN � N 1 m Im .._.� 4�4 2r f > 7 z ./ LJ z a 2' 7 2' LI.- VARIES -1/7'I x 1 1/,' GR. 5 (TYP.) o - ul mmgm Now qggm C) z im Zo • FlRST GfRT FROM BASE - r 0 Q N W . M ch m VE DETAIL @ ROOF A MID DETAIL ® ROOF B' RIDGE DET • . C - EA EAVE DETAIL W/LEAN TO D SAVE DETAIL CSD WALL E MID DET AI L CSD WALL F•• DETAIL_ ® EN DWALL �- 5 U ` N a- --` U BRACE GRIP do CABLE mom= �- II r�3 USE STD. HILLSIDE 11 • & NUT ® OTHER END Z I s SEMI-SPHERICAL WASHER �) O 1/4 N N II RAFTER BRACE GRIP CABLE EYE BOLT OR ROD II R BRACE as II 13RACE-EYE 3" X 6" MIN PL. 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W/Tfl D£A YPC WITH DEA YPC CENTE'RL INE OF 70 FOOT -�" ' - D,S o' 1`'' :� r (,". 5. 24, 405 0, C.S. 24 405 WID£ ACCESS EASEEME'NT 35 ' ?�8D' r , !*- .� I ' EACH S/D£ OF CE, PER ICC NO. \z sa, �J L EGEND _ Lel-D L In'E , N �� �' ©�oi '� C-) w DENOTES fOUNO M0U1VMEN7S AS NOTEO DENOTES SET 30' IROIN ROD W1711 YELLOW PLASTIC CAP STAMP£O CHASE-, ,10M-5 ASSOC. I f IJX c t'j c, cr r Q •` REFERENCE SURVEYS til } s -?o . , O `\ 0 (A 1 FOUND 5/8 !.R. �-, PI'R C. S. 1.9. 499 A 195A 5 TRA C T / A RFA = 183, 767 501JA RC F£."ET OR 4.20 A091-5 MCR£ OR !£,SS. TRACT 2 ARf A - 156, 6J4 50VAR£ I EE-T 001 3. 60 0 ACRS MORE OR Li-55, TRACT TC' DQE C'ONVEYE`D A R,EA = 10, 579 SQUARE- FEET MOR£ OR LESS: �""" R k s I * ;k I V R.5 GREENLEAF CII.ASk; , JONES & ASS 0CIA'I'E INC , ' 16A5— t9t � ' x L A R O SURVEYOR MARSHALL BROTHERS ,., ( 1915 - 1957) C J 1 ` 5� � W TWELFTH AVENUE PORTLAND, +JREGOW Q _01 BOOTH & WRIGHT PORTLAND (503) 228--9844 1957- 1977 GRESHAM 503 669- 1234 SETON> JOHNSON & ODELL PROJECT NG. '/ SECTION DATEJtJLY 16, 10"i ( 1977- 1983) R a G n, j a N E a CHASE, JUNES & 9885 NW,SEC 1 ,T2S,R 1 W,W.M 1998 1 ASSOCIATES, INC HU1'y�-UUyU, S"'98-0006 .. _...,.... _...-,�r` DRAWN I+3 t � _ ( 1983-- 818-S SW �a ` - >~v - �y ( 19 CHECKED BY SCALE W Hunziker 83� } 0 N.A. E. JONES 1" = iCJ' r . t 'l il T1 011 I 1Jill LEGIBLE THAN THIS NOTATION , 1 1 T1THT -q DOCUMENT IS LESS 111I � I � I �T �hrl . 4 TT IS DUF TO THF QUALITY OF' Ill Ill ' �- --- - --- __ Ijr THE ORT G THAI, DOCUMENT . - -_ _ No.30 "�-;•"""'•"' � / 09 69 8Z LZ 9Z Z ��' SL I T9 OZ 611111181111 LT I 9T I 91 I V , fit I ZT TT i 6 �8 L 9� 9 -- �"► Z I �tMI)w IlIII Till it � IIII IIII IIII IIII II!! ,II III! !!!I IIII IIII 1111 II I JI1 IIIIII1111111 IJI! it !IIlII Ilillllll Illlillll IIIIIIIIi I�Il�i�ii i��i�ii� ! li IIII 1111 II IIIIII I Il � IIIIIIIII Illlrllll IIIIIIIIII.IIi�flll Il�III111 III,IIIII IIII�IIII IIIIIIIII IIII�IIII IIII�IIlI I til�rl 5USU - \ 5/8 x 18" LONG SMOOTH _ BAR W/ BOND BREAKING TAPE 1 112" x 1/8" SAW-CU7 13 WRAPPED At ONE END AS SHOWN ON PLAN .1 14 15 (16 67'-0" 22 8 A� --_- 229-8" ----------� 1 '-6" '1_x4 KEY ,p ---- i EXIST. 2'-0" x 2'--0" x 12" 3 ! 3 - DEEP PAD FTG. W/ 3--MI5 S-1 S.-1 BARS Ea. WAY (TO REMAIN) SIM. - I TYP. 1 '_2" ""VONSTRUCTION JOINT DETAIL �6SAW CUT DETAIL --I - - - - - - - - - -i� \I- - - - - _ - i _ - - - - - - - - - .0- ) � - M SCALE: 3/4"- T ,-O„ S- 1 SCALE: 3/4"-.z 1 , " I 0 I I J u �I U \I —}1 oil I ( (1) #4 HAIRPIN I I � of Y�GAP,D W/ 6. -0" LEGS (TYP.)_ I Cgy t �. I I o oved.. .. ... ... .. ... .... ( �.. I I EXIST. 2'-Q" x 2'-0" x 12" v Condition0Y Approved , ' ibed 'An: I DEEP PAD FTG. For on!', dem pppb the work a FFRM11 NO.. � �. I I C2.v 0" t. " Fo w...'........... ..... . V-3- --3 Sea Letter to'. lio . �r -- pttaoh............,k) r_ - ---' b Address r em b Date _ 1-"f1 r— Jo TYP, DOWELS W/8" EMBED. I -tH c _ DRILL AND EPDXY ---- - EXI,( COLUMN AS SHOWN O W/#4 ® a I I I 2.4'. 6" CONC. SLAB O.C. E.W. I I : N4 BARS AS SHOWN I AT CENTER OF SLAB I 00 0 BOTTOM _ � - — o , I IU I Q N GENERAL NOTES : � I I 0IG I SEE ANCHOR BOLT SETTING PLAN BY "POS" J O ARO t �. FOR EXACT LOCATION OF ANCHOR BOLTS X �—_ — — _-- CONSTRUCTION JOINT (TYP.) CITY An.roved......"�a gin• ALL WORK SHALL BE IN COMPLIAt+ICE I 5 I Condition e 'r b I For on�Y thg w U ��' D WITH THE 1994 UBC Sr7VOOTING PLAN DETAIL rRM'� ``O Foiir.. I I ' S- 1 SCALE: 112"= 1 '-0" s°o��t+✓r Attl2as b lreS atm r 2 SPECIFICATIONS : I I I 8 I ! I I I I �%'I Q 1. PROVIDE SUB-GRADE COMPACTION TO 96% ' � \4 PER ASTM D-1557. wowsEXISTING FOUNDATION T_ G } 2. CONCRETE SHALL BE f'c 3,000 PSI • I I I I 28 DAYS (MINIMUM). �/5 SMOOTH BARS 0 32" O.C. WRAPPED W/ BOND _ 3. REINFORCING SHALL. COMPLY WITH ASTM EXIST. 2'--0" x 2'-0" x 12" A-515 GRADE 60. BRED; :LNG TAPE AT ONE (i" CONC. SLAB DEEP PAD FTG. W/ 3--�5 END /-- W/ N4 ® 24" 0-C. BARS EA. WAY (TO REMAIN) / E.A. WAY J \"---DEEP FTG.BPAD W/182--#5t 2. -� I FOOTING SCHEDULE : BARS EA. WAY (TO REMAIN) I ju-A7"97 - - - - -- --- EXIST. CONC. SLAB -�--- x -59 --899 x 12" DEEP PAD FTG. W/6-#6 BARS EA. WAY 0 BOTTOM K7YOUNDATION PLAN Q - 4' -- 6" x 4-'- 6" x 12" DEEP PAD PTCA. W/4-- #4 BARS EA. WAY � BOTTOM S-- 1 SCALE: 1 /8` 11 '- 0"- �8SECTION DETAIL S- 1 SCALE: 3/4"= 1 '--O" c0 -- 4# ­ 611 x 4v -- 6 79 x 12" DEEP PACS FTG. W/4 --- #4 EARS EA. WAY 0 BOTTOM SEE ANCHOR BOLT SEE_ ANCHOR BOLT -- SETTING PLAN BY "PBS" SETTING PLAN BY "PBS" '�� "� �f— -"- -`.-`. � REV. DATE RE1rt51()N DESCRIPTION FOR SIZES AND LOCATIONS FOR SIZES AND LOCATIONS 4��? 8G65 •Q / r 6" CONC. SLAB LEAVE SURFACE ROUGH �. _ c CENTREX CONSTRUCTION W/ J4 0 24" O.C.- -. AFTER FIRST POUR ---EXIST. FTG. LEAVE SURFACE ROUGH HAIRPIN_ 6" CONC. SLAB , EA. WAY AFTER FIRST POUR SEE PLAN -- W/ #4 ® 24" O.C. LEAVE SURFACE ROUGH HAIRPIN 6 ' CONC. SLAB OREGON �- EA. WAY AFTER FIRST POUR SEE PLAN -W/ #4 A 24 O.C. � �. 2100 N. PACFW HWY 6 --- ` EA. WAY �a 't!r 1n, � P, WOODBl1RN, OR 91071 6" S J -_ __ 1 4_ v S H OH (900) 717-/144 � ' • 'irwg I 6" N l � QS►.. r14 CL 3 3" 1 r , - ---- ,---- --- _�._ �� CLR. CLR. 1902 S.E. Mt?i2IMLA1 STRFFT, PONRAND, OR 97214 t 6'-$" (X 5'--8") 6--#6 DOWEv LS W/ (503) 230-0127 FAX (5103) 230--03M •. - 8" F-MBF D DRILL AND _ 4'-6" S0. 3'-0" 5t?. _ 6-#6 BARS EA. WAY - EPDXY W/4-#4 BARS EA. WAY W/3---T4- Mlld E.W. _ ©RI 8Y: ... CLP — PLOT DATE: OCT 23 1991 CHECKED BY: JSH -----_- sm C: AS NOTED PRW DATE: TITLE: � ------------- -------- ------- KNEZ WARE=HOUSE K7VOCITING A" DETAIL �73�FOOTING "g" DETAIL 4 F TI S 1 KAU . 112"= l ' 0" 5-- 1 SCALE: 1112"- 1 '—U" _.c,_ OU NGC "DETAIL FOUNDATION ADDITION 1 SCALE: 112"= 1 --0 130'99-0099. S11'98-000, 8185 SW Ilunziker 13 of 18 O Pwwssw- CONS111-'ANtS, INC. SET �t ALL RIGHTS RESERVED PROJECT N0. 97'69 "" ' - ��•'.'.- -�.IAIA�.. -. w.__.��.,...wM"..r �fM*"..- �..�C �/MMMI�11�w+viwi. Y: w.fi^rr d ..r...._. r_....�.w.�..�_�-.�Y....�.yw'Mill..'yfA•.wM+Ma .-w[Y"0••\��IC�IA.F�.�..11�I."t�'0.�..Oa1n..M..Y�. 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TO 'i'HR QUALITY Or No.�e THF ORIGINAL DOCUMENT. — -- --._. — - --- — -- --- ---- — -- --- - _ -- — — -- �� cr �IIIII I I I�� ����I���� ��������� ���������II���I ���I����I�IIIIIII IIIIIIIIIIIIIIIIIIIII��II��I�II�������� II ���I���II�iII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIhI IIIIIIIII IIIIIIIII Illlllllllllll�llii IIII�IIII IIIIIIIII lellllllllllllllllllIllilll slllllll I�IIIIIIIIIIIII1NII �l� O mr E F3 lk L S C: ID0 w PC cn 2 OCZ w > Ill 4 E Z El tJ I L C 11413 1 A lk I ■ wa W fat oWc � _ 20cn 4c-,. 41 z � w ; a44 � > .j O 3 3FI kC111413 11 4131131DAIERAE14mr 5 m 0 P4 -- w Q • z Q TIGARD , OREGON AUGUST , 1997 7" cq ^ir y v ; i' �`p �,• w GENERAL NOTES: UTILITY OWNERS ���'� `'P W 1. THE LOCATION OF EXISTING UTILITIES, BUILDINGS, AND OTHER FEATURES SHOWN IN GAS: NORTHWEST NATURAL GAS THESE PLANS ARE APPROXIMATE ONLY AND ARE BASED ON 1992 SURVEYED 220 N.W. SECOND AVENUE W 97209 OR. INFORMATION, INFORMATION FROM MAPS PROVIDED BY THE RESPECTIVE UTILITY PORTLAND, �... � PH: (503) 226-4211 z ° COMPANIES AND 1992 DESIGN DRAWINGS. ENGINEER ASSUMES NO RESPONSIBILITY M N OF LOCATION OF EXISTING FEATURES, POWER: PGE w 5 14655 S.W. OLD SCHOLLS FERRY ROADo 2. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEAVERTON, OR. 97007 CONSTRUCTION. ALL EXCAVATORS PERFORMING WORK ON THIS PROJECT i.1UST COMPLY PH: (503 643-5454 nm �+ .� WITH ALL PROVISIONS OF O.R.S. 757.541 TO 757.571, INCLUDING NOTIFICATION OF ALL ) F OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 BUSINESS DAY HOURS, BUT NOT TELEPHONE: GTE NORTHWEST cf) W 99W ��0, MORE THAN TEN (10) BUSINESS DAYS BEFORE COMMENCING AN EXCAVATION. 8840 S.W. BURNHAM C/1 EGa.• a o TIGARD, OR. 97223 Q 00" 5 3. OVERHEAD UTILI fY LINES ARE LOCATED ALONG S.W. HUNZIKER S f. CONTRACTOR SHALL PH: (503) 357-3632 Q' r-+ MAINTAIN A SAFE WORKING DISTANCE FROM THESE FACILITIES. > U o SAN. SEWER: CITY OF TIGARD w .SJy 217 4. THE CONTRACTOR IS TO INSTALL AND MAINTAIN ALL EROSION CONTROL IN COMPLIANCE 13125 S.W. HALL BLVD. cn 3 sa Q'hQ'UN2` WITH CITY OF TIGARD REQUIREMENTS SEE EROSION CONTROL PLAN AND DETAILS, TIGARD, OR. 97223 � Q z kF',Q SHEET 5. PH: (503) 639-4171 y F cv x 5. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS, THE APPLICABLE REQUIREMENTS WATER: TIGARD WATER DISTRICT Q N a OF THE CITY OF TIGARD AND THE LATEST EDITION OF THE STATE OF OREGON PLUMBING 12800 S.W. ASH SPECIALTY CODE. TIGARD, OR. 97223 PH: (503) 639-4171 _ CD n 6• ELEVATION DATUM IS LJSGS. BRASS CAP IN NORTH HEADWALL OF BOX CULVERT Q z CABLE TV: TCI TUALATIN VALLEY a N CARRYING RED ROCK CREEK UNDER HIGHWAY 217 (OOOT X-614, 1968, EI_. 158.443). a TEMPORARY BENCHMARK OF PK-NAIL- AND RING IS SHOWN ON SHEET 2, EL. 155.45. 14200 S.W. BRIGADOON CT. _ 1 z 3 BEAVERTON, OR. 97005 r• 1 3 'KkRv 7. CONTRACTOR SHALL NOTIFY CITY PUBLIC IMPROVEMENT INSPECTOR (PH: 639-4171) PH: (503) °i 1 PRIOR TO PERFORMING ANY WORK IN THE RIGHT- OF- WAY OF S.W. HUNZIKER STREET. UTILITY N N tnCN .I_ 1 ^ x��\,\ r 8. CLASS 'B' TRENCH BACKFILL TO BE UNDER ALL PAVED AREAS. CLASS 'B' BACKFILL NOTIFICATION PH: (503) 246-0699 r' co r- TO BE UNDER ALL NON-PAVED AREAS. ALL TRENCH BACKFILL SHALL CONFORM TO CENTER: I I CITY OF TIGARD AND UNIFIED SEWERAGE AGENCY STANDARD SPECIFICATIONS. 1 Y L / z 9. TT .TjQt OREGON LAW REQUIRES EXCAVATOR TO FOLLOW RULES ADOPTED BY THE N N o OREGON •JTILITI' NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 z THROUGH OAR 952-001--0090. COPIES OF THE RULES MAY BE OBTAINED BY CALLING a w 3: THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION w N.T.S. CENTER IS (503) 232-1987). w w w SHEET INDEX: oM CC r; W z z I NO. SHEET m U 1 COVER SHEET m a VICINITY MAP — - 2 EXISTING CONDITIONS 3 GRADING AND PAVEMENT IMPROVEMENT PLAN 4 UTILITY PLAN x 5 EROSION CONTROL PLAN AND DETAILS 6 GRADING AND PAVING DETAILS < U Cs. 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Mrn*�:n::r•nY / t n' /%. • /,/ r,m•u.e:1•yru.uw,., ;, •1,, / i ! � hI f l ! t .. SCALEt ; t54 Ga E . , . .... .. . .....__.. .... .. ............._.. . ...__.___........... .._ . . 154 rnNrrt-Te �a��1N�� � J NOTE: W _ _... _ ':; ,' � T w Flo_.. � 1. w ALL INFORMATION SHOWN ON THESE PLANS IS APPROXIMATE ONLY ,. AND IS BASED ON 1992 SURVEYED INFORMATION, INFORMATION FROM G Jr !t `�S�✓ GPS X, w MAPS PROVIDED BY THE RESPECTIVE UTILITY COMPANIES AND 1992 l { �, d iI ` i r / / DESIGN DRAWINGS. ENGINEER ASSUMES X10 RESPONSIBILITY FOR j 1 ! 1 7 LOCATION OF EXISTING FEATURES. cr i j // G'ONGRF_ 7F" / �v;l!(, PA viNG Klvc:Z !! w l � :1 i 1 , f..I..._15•!.5' /I r;,. I / /t / � � •. � � i �l `` !I ! tI do S 1215'28' w 4 '� i �. ,t ;. -. ..«•....,».. r F p 419.7 J xl S r, h`A TfF E')(IS T STI). 5 70i7M MN ;,•.• �,,,,,,� % ' r 11 W QUALITY STORM AAh' � � i �` 1 •8 IE CVT 1, 0..:.5 (N) /' 1 k ( �± � E-' � cp� 18 IE OU7 1.50.00 (N) . , ,,•� 150.35 (S) It. J!J 150-30 (W) 1 EXISTING HANDICAP 2 /Pl 15 -50 Jr'' r U r r!M r 5 — D U .. 1�R !E ,N 1.5 0 r��; (,) ct / 2 ACCESSIBLE FACILITIES J IJ: t JJ y p c PJM 154,.3r CJS T0I?l,� SEVr'E.i Q ()UTFALL IE' 149.70 ;' f 11;4.66 ` n" F'E Lir^JfT t J j J; ,tJ ! r' ! 6 (� ►'� Q QO E. r «-� rl�-�0MES TI" iti',l TF_R N a r N 77 44'32' W 290.00 NEW LOT L� 4 ---•-•-- _ 7 170.00 • 1 R.:...�Y•,•.•.Y...�,:: _W::: t JON N Trf_E - _. -_, ... � W:m�nruNmm f . � .. .»._..... • •.� � 4 nrr:fnurimrit t+ne .YnMW4u NY.YYAIIH /••' errM.TT.MT .. """"'�'�'�"�.�.......•. - A R .. _. ""` 1:�5OU 54 ,� I _ ... ........._ t.� CON(.Yk"TE PAVIr! a i r I ... .. 0 i. ' .._ sn i Cc-,C<'f. .Q.7 PA wil , �--_. . . .... .. .. ._ ....-. ..a .. A.C. PA L7r"G •.�•,�.,, _..... ..� . . .V.. civ FJ ,,..,,,�...»,w � N f ...... ........_ 04 ? {^� �y J ^ 7! _. .+�� _...__. _•.. ,,......._ _........ ................,... ..... J-._............. ........... ............... ___ .___y __ _-- _ _ ..._...... ......... . r~wr rr N r DO LLJ • A. I ALING I a,a ORS �� ( ( �.• J p cn ,��A5 !.fE tf::it' _`l _.. ... _ ( ,�{.5 M.. ..�... _ ,,.. ._. .., / = zz ; i ftj8 8' ' o LJLi 5 `� Z N' r �` it�I 7 \ r Z WLJ L:,kl �%'. •.SAN, rl , z ?' 3 i f3' If IN 1310.09 / y, !' o Z Z IF_" ou I" 11:x.f / �; �!� j J � fti19 1 5 5 7 J m U U co , ? KNE ` � w. v, t' y' V) CO ' Ri fi 00 ru in a W J j t �' [L. w (X x J y S � i 0 15 30 60 z 7 _ _ _ _ Q ao U U .� P98••0090, SITC)8-0006 N 1215'18' E w ��! N 12-l!)'28' E U 8185 SW Hunziker' _" " 583.43' w C) — .� Li 5 of 18 77575..A' -' -- a c) vvi Q .14 rL IF THIS DOCUMENT I`; LESS �� 1I1 ,I1 III 111 III fll I I III III III I I III III 111 111 II1 II1 111 I I III 111 III III III III III I I III III III I�I 111 T�1 I�i l 1 1�1 T�1 111 1 I III IIl III II1 III III III I I l ` LEGIBLE T}}AN THIS NOTATION, � 8 IT TG DUE TO THE DOCUMENT. QUALITY OF THE ORIGTNPI. DOCllMENT, --- __ - � �I�II �III�III��IIIIIII��IIIIIII�I�IIIIIII �IIIII�I) I�IIIIII��IIIIII �III�IIII I�II�III��IIIIIII��IIIIII�t 8 t IIIII��IIIIIII36 I IIII1IIII IIII�IIIIIIIIIIIIIEI IIII�IIIGI IIIIIIII`III�IIII II -��Y IIIIIII ILIIII11911I1111 I�III�IIII�IIIIIIII IIIIIIIII Icllllllll T�.�>* �J III►IMIII III u�l 11 11 llllll 11 I lllull i S O z z U) az W > a Ix col Q 1 W oc oc a' z so W x pC W - - _ _ --- _ - - .......... .. . - . _ _ _ _ _....... ,,_ _ ............ _...... _.__r ...._ 47 / _....._............. _._ 'r _..._ ..._...._............ __..... -........................... __.. _. .... 14.9 ' RED ROCK t..R .._..�..._ .. �' ' z � EE.'K � 0 a • - .... , , • .y J� i ...................__....... _ ._......._...__.._»...._ 9C � J ._.. ......_. .r 1 ' • / .� ,........ 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M4Y.WInnlllnn::1 1 Y T/ % _J�` / t,�,• / nwn ,� ... ...._-�>yi'.. .::::+u..... mlunwnwM/nwnW� ryR;:e„'w.w�Yr�wr.ur �� /'•~/ ................................................................___•__................ ,� __.:'.' . ................._..._r_...................._ ............._.... „, I ...,,,.. .. / / N+.e+:whN, ,•,;w,nxlr o,wlwhlr.11w:l,al ....`L.... �I `'�\\ t% �• , Q n.PTlrhrrrrrnn,Tr..;n..I...ww.w.,...w,Ywrw..vrwuurun:•u• nlr.w.w.nl muTnwuv.,u..n.w...wumuwlw,uwlu.wr.: ,�Y �L ♦ ' SCALE 154 ._............................................. ........-..._..._.__._..__....._..... . ..... _ ...__ ._._..... __.'.... .. 154 CA 1 f / - CONC'Rf'7f" F'A�1NG 3X7 DOOR A 1 I CONCRETE PAVEMENT SAWCUT LINECONCI?1"TE* PA VING Q / • �\ I \ SAWCUT AND REMOVE 2 INSTALL CONCRETE PAVEMENT REMOVE EXISTING CURB i ('ONC. '` s' EXISTING CURB AND SIDEWALK t 20x16 DOOR 3 - GRADE TO FINISH FLOOR ELEV. 154.6 i . `p PA ONG 1 • `` 6 CONTRACTOR TO VERIFY AWHERE SLOPE IS LESS THAN 3H: 1 V USE i ' '' k NEZ EROSION CONTROL BLANKET. INSTALL RETAINING 1 8 INSTALL BOLLARD 1 ' STANDARD CURB 6 _ r 6 CONSTRUCT 40' WALL WHERE 2H: 1 V SLOPE CANNOT BE ACHIEVED. �� ,�t` REMOVE FENCE TST 4 PLACES 6 ) I 6 COMMERCIAL DRIVEWAY A2 20X16 DOOR ,. .. L x,1,3 r STD, :�!r:1NM Af r ��>�y E�'IS 1. 4A R-1 , �, • '. ,. •. X / f. QUALITY STORM A41-f 18" If.:'' OUT 1,56",35 (N) � r� •. 2 CONSTRUCT z 18 IE OUT 150.00 (N) \ I` ' 154.60 12" IE IN 15��.35 (S) � CONCRETE SIDEWALK � u n (^ l£ 11Ja(1,30 (W) 1 EXISTING HANDICAP B F. SIJ ?,5. ,S'(I E i ;� � RIM 1,.�4,� 3 % i � .k/. ti o,J� '- W lf3 /F ,�J 15 0.00 (S) / ACCESSIBLE FACILITIES �' I M X PROP SED 2 ! SAWCUT AND REMOVE Q AWITH COORDINATE FOOTING DESIGN R/M 154-3f; I ! f 'ld'/ GQ au� / EXISTING DRIVEWAY D�� x STRUCTUAL ENGINEER L- - ± ' BUIL ING 2 W S •) ` Z 2X12 DOOR "I T'� RA4 •S!:W'L':h? `' % f F 154.6 EX AN ION O'J i •,' r IT_ 149. 7c) CONSTR; CT CURB I 1r' l 5 TE CONSTRUCT CONCRETE �s 7 as `+: AND SIDEWALK —EXISTING O 18X16 DOOR �� (U 6 CURB AND GUTTER W M ___ CONSTRUCT CURB DROPS AT 20 O.C. -- ��QS f�1f: 1f:fl 1 3X7 DOOR 2 HANDICAP ACCESS (4 UP) ... -,� NEW LOT LI -.�.�...,w._-._. ..._ r / ( 0 �1'2L O�y Il,'f.E / .. Ld I_ .....• I .I. I ..,.- ., u n . .. _ nn:unuc nn,l:r.: 9 ti CONSTRUCT 1''7 LF 4 _ li'I'" A,PP %fit, TiC 154 L,C� _ __ - .,. . ( ('X. L _ „A , _ ,v} GRAVEL WATER SPREADER � 1 �`� � •� � '• J _ _ �. �'� _ / � I � > _1 [ ,.. : .. .. _. _..._...__..._... O AT ROP .. � ._� � /n CONSTRUCT 147 LF STANDARD 1.5407. ,ty w -18X16 DOOR? 4 !-Y� C F_ F.' l�•AWNl.� / 1 ra i h CON Fr 7' ' % l CURB WITH DROPS AT 20 O.0 4 ,/ �,,; t . . .• %' v / 0174 • . r / eel, y l.'t.)NCR£TE r'A YINC `h ! �� ,- ;a �_ � --t 5.• UVJ), E74 Q ' _ � � 1 �'• ./!� :i �1 -�•"_ ..,,,,.,,+.. J ,...:. t•(•.mow.....'"-'",.'..t ,� / r � '�1 cn EXISTING BUILDING AND � ', �ll '� - ,• ,rlrlrhTiThll nn n r. U DRIVEWAY DRAINAGE PATTERN _ _- " IS UNCHANGED. NO INCREASE RA f�Ol.,Ry T�II r W A IN RUNOFF I GRAD _ 4, SAWCUT c:,a�, htI. ll_'r� - SAWCUT r11S MF 7ER ..._._w.ww—_.� ._ I r Q 00 � / oNo 0 LINE r: �' REMOVE EXISTING A.C. LINO N a 2 Q PAVEMENT TO SAWCUT J_IIJE E.-OST SAN. M14 f • INSTALL CONCRETE PAVEMENT 8"' 1F: r'IJ 15(1 (14 eM 6 GRADING NOTES: 8 IE OUT 14.9.F.2. / a F ADJUST M.H. RIM AS REQUIRED - F7Af 15-5.2 / / 1. PAVEMENT SECTION SHOWN IS THE SAME SECTION SHOWN FOR THE f'f156.11'# KNF_7 / 1992 IMPROVEMENTS. ENGINEER ASSUMES NO RESPONSIBILITY FOR -' ft.'�':: I.,,�6.(;',#- / FINAL PAVEMENT SECTION WITHOUT CURRENT GEOTECHNICAL REPORT. I I �1 ( cv to N b 2. SPOT ELEVATIONS SHOWN REPRESENT FINISH PAVEMENT GRADES. Nco w 3. SEED ALL DISTURBED AREAS IMM ':'I ',TELY AFTER CONSTRUCTION IN n �I ACCORDANCE WITH EROSION CONI V tL. REQUIREMENTS. v M L � Z Ln Ln Z CL 3 w Lo-.-�.�.- .- . ._w.w_.... .. / x LAJ u LEGEND w z " �, oz Of Y_ I ,. NEW CONCRETE PAVING - U U 3 / -- _ m Q REMOVE EXISTING PAVEMENT OR STRUCTURE -- — (S7 ". ,. REPLACE WITH NEW CONCRETE PAVEMENT cy - ` , REMOVE EXISTING PAVEMENT OR STRUCTURE 0 REPLACE WITH TOPSOIL AND RESEED Ri co R JI( DING EXPANSION U" z N ru U f") w w x C; U 0 15 30 60 r r� r) U U i LA M [31!1'98-0090, S11'93-0000 LA U w 8185 SW Iltinziker Ua 7 16 .Jf l 8 d J� TF THTS DOCUMENT TS LESS 1 TITi111 III !II III III i I III III III I�jI III III 11111TTII I 1 Tll T1T �It III III III III I I III III III IIppI III TI1 Ilil T 1 Tll 11 III111ilil111LFGIBLF THAN THTS NOTATION, I I I D I 1ITTIT11 I A I V 1 1 Jam_—�___—�__ � —_____� � L _—� R / IT TS DUF TO THF QUALITY OF N0.96 *'� ^ fiqjusi � { lqf}1F ORIGINAL DOCUPIFNT. ------- — — ---- - -- --- --• —. �-- S 6L > IL G6 9 ?? L B �6 I tL OT 81 I v Lt 191 Sitl �t ST I ci I tt I IIII tIIII IIII6111 9 I 9 I 1' ( 8 I L I tOWN �II�III�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIIIIII�I Ilil�llll IIII IIII IIII�IiII llll�llll IIIA►III IIID►III ���� ���� ��������� I ������� IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIIIrIIII IIII IIII IIII IIII IIII IIII Ilii IIII IIII IIII IIII IIII IIIIIfJI! III w�• f by r i o Z v � J Cc 0 ' w CL ___011111�111 111101 am 20 " -� ---r--�._..-.. ..�.... _ ...-.......«..... .................,._.........«_rr.. ...... .... �:.........•�...»,.w.-...........".w.r,�..,._r�..�..�."«. ,..._........-..w..,........r....�.....,�,r,.n w .... ....,.......-�..�....« ..� w... �.F...+.......— Fs .... .•.slw.. .« CL 0 M11110 lootooto 00 Ma,.d•It�l,lY.',1 II nNMN+1,rn:1iF,.iMIM•,,••Illt.it,'91ir Fl,ii. 'oo\ ) / .• rr.•yy....rnwrv...w•x.:+nim:x-:ww•ar.. Iw.r.i rur.unr••r ,,. —. :. '•ei•:r,::MMt':y4eny�',:r•n,. n r w.t uw nW.rwru+.tii ,e .'CALF CONCRETE FA VltjG !� GATE a1 � I I JJ C0AICRETE F'A 14MG / JJ i�C�AJCkFrE t • SYPHON CATCH BASIN IE OUT 152.25 WAY t / s RIM 154.00 fl.. • 1 54. Il r — ` -- -- -- DRY SPRINKLER SYSTEM EX1 ST. V:�A T/:1: /-- EXIST. STD. STORM A414 f /� � � 1��., I/" CSU T 150.35 {'N) �': ,• 1./UAI_ITY .STOFM huh 18" Il_ OUT 150.00 (N) PROP SED �! 12" IE IN 150.35 ('S) f/ lf' IN 150_30 (/,d) 11 (32 EXISTING HANDICAP IW" If.' lIJ 150.50 (Ej � • 18" IE IN 150,00 (S.) UIL I G � RIM 154,2 ACCESSIBLE FACILITIESCIA, � � XPANSIO i A i i ! L I?IM 15*1.3c' ��� -- REORIENT EXISTING � J: � APROTECT EXISTING STORM SEWER — - — � ! oc - FIRE HYDRANT �2\ CA S 1ORM SE"wER _ P UG ANDI. ;" J ; r (.1UT('ALL /E 749.70 ABAND� � EXIST. EXIST. FIRE HYDRANT 6" I'"ll.'E UPJE � � �s� � �,PQ- Q �STOR SEWER -r .J I / ._5 C10ME'ST1C W4IF:'R EXIST. FIRE A , I / (�. �� x c•,A5 ME7T'P HYDRANT 6 DRY FIRE LINE NEWLOT LI - -� (FOR FUTURE USE �' _ ... . . .. — =r; .. j� VvrL t.c?w Tr,FE — ) - . , �.:. _ :�- �.� n. . � - ... I�. ,w ...`tlnywl,nFIM111�nw•���'�t-�..X� :�I„1l,nn: n w.wl,Fnwn.- z _ � // (,APPROX. LOCA T)ON) ? - I J W CD E— 6"FIRE-------------------- --- ., __-10" S.D. 1S ` _ J ""'4r ! '• /"" < t �' 6 FIR _J I COPJCr4'E'TE r.�1�'lN(a _ 150.1 (VERIFY) �; _ _ n. ._ . ..... _,... I �• 1 ni..� — _ _ ._.. J 1 N — E_ 0 I I FIRESTUBOUT �.- ......_ �_. _ .,,�, ..,._ ... .. _ C• - _ "�._ T G �- ._ "_ _. .... ..... ..... ... .. _ ..... .... - .. .... ... ... __ _ 1 III \� Cl 10 FIRE STUBOUT - 1-1/2" TEE CONC"!'E1E PAVING �� "I V Q Cl 5 STUBOUT _ J ... t / b y E--C}— 8„SS 274 LF 8_0 SAN. S�0.004 _ -- r� "i'.,'G ( I — SS cn F— ——— ———-- ———— — l W STANDARD MANHOLE -- DROP EXISTING TORM Z F' IE 150.92 OUT BELOW NEW EWER7 0 RIM 155.5 — �t ,� W- irF1 O 194 LF GAS LINE COORDINATE WITH N.W. NAT. GAS—/ `� l b” I I J Q 2 y/ST, .SAN, half IJ y Q N CONNECT TO EXIST. 8" /E_ IN 150,09 DRY SPRINKLER SYSTEM � I ��` FI I � Z N 0 8" IE C(.1 T 14.9.82 / J I l Q Q cv w v SAN. SEWER H. ; J I DRY SPRINKLER SYSTEM I.E. IN 15009 -- ! F'!A,.1 155.? I I I Zio, Z., }.R..KNEZc'.t. KNI= A.C. PA 14PJr, - a a I l I I I rn c^ A APPROX. LOCATION N I ° N { EXISTING FIRE HYDRANT ;` rl V)LJ ,•� CO0 ? tai _z V o z u� Z rl ; w i o w W w U ( I r Q L5 W W z U Z u 9 a 0 0 15 30 60 -' c� m 0 3 � n — V- Q' NOTE: co o THIS PLAN IS FOR INFOMATION ONLY, WORK IS NOT A PAR'f OF THIS CONTRACT. ru o � 00 x 3 fat x ru x ti w w � x .T_ Q' a BUP98-0090, SIT98"0006 A n L) Z 1 C6J U U 8185 SW IImmiker U z 17 of 18 r w 0 u� d a C�a l i .1 I I I 1 I I I I I I I I I I I 1 I 11 I I I 1 1 1 T T 1 1 1 1 1 1 1 1 1 1 I I I I I III V I I I I I III III III 11111 111 l l l 1 T T 1 T T1T til i l l l I III I I I I I I I III III I I I A' IF THIS DocUMRNT IS LESS �r� I � III III II Iliil III 111 IIr 11 IJI III III ► r LRGTBLR THAN THIS NOTATION, �_ �_ `- I--__ 1�` �`-I_� 1� �� _ 1____ 1 ___l__ __ J TT T,ODUFRIGINAL TO THE QUALITY OF NO-36 3f, TNR ORTGTNP.L DOCUMENT. -- -`- _ __16t, _ __ __. t8l, LLT911911 Lf�11 SGt��L OZ8t 8tLi lil t 91 6t��ST�tGt T(I 'll �11 Tioll �8 l'i", III�IIII IIII�IIIIIIIII�IIII IIII� I�IIII IIII�IIII �IIII IIII�III! Ilii�lllllllll�ll I� I II IIItIIlIlillll (IIIIIIIIIIIIIIIIIIIIII�IIII IIIII! 1-11IIII IIIIIIIII IIIIII IIIIIIillllllllllllllllllIIII IIIIIIIII IIIIIIIII Iill�llll II Ilflllll R/W 5'--MIN-.- CURB ' MIN.CURB AND GUTTER 6"X6"X10 GAUGE MESH /� 1-1/2" ABOVE BASE d Z h .y ►:.;.r. ;`,� it' ;� /�� SEE NOTE 7 - _ V W W • °. • ° • ° �- 2" - 3/4"-0" CRUSHED ROCK � FACE OF CURB r ° ' 1. CONCRETE SHALL-. HAVE A BREAKING WD OF--STREET 6�� COMPAC FED SUBGRADE P(�C� ° ; STRENGTH OF 4000 P.S.I. AFTER 28 �. C' -- ---- rI DAYS AND A SLUMP OF 1-112" TO 3 W � • 2. BASE ROCK TO BE: COMPACTED TO 95% 1" R - 112" R SIDEWALK ADJACENT TO CURB Q a • OF ASTM D 698 AND SHALL BE TO a C • ,• • ►.,:••.Y SUBGRADE OF PARKING LOT (8-1/2 DEPTH) a a. Sw cD •s °' ,•s••?'- '•s•:!•'7 s •�' 3. JOINT PATTERN TO BE SUBMITTED BY ROAD ,s . •? 1-1/2 -0 • ._ • •?, a• CONTRACTOR FOR APPROVAL BY ENGINEER Q 3.5' MIN. _ -_.-- .''_ • ;EASE ROCK?;;'_ ;?•' .r 4.• •s•',�,•;'_;?.•;'s:: • ,; 4. BROOM FINISH, AND EDGE ALLJOINTS. /CURB JOINT - . -- - 29: W -_ --- z Q cc n ° CRUSHED ROCK a 2" 3/4"-0" CRUSHED ROCK \\,\\ / - � 0. 0000.0o o - - �/ COMPACTED SUBGRADE 3 PAVEMENT S NOT TO SCALE 9"_ SIDEWALK ADJACENT TO CURB I NOTES: _ 1 7 I 1. CONCRETE SHALL HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAY, 1. CONCRETE TO HAVE STRENGTH OF 3000 P.S.I. IN 28 DAYS 2" TO 4" SLUMP. STANDARD CURB13 6 AND A SLUMP OF 1-1/2" TO 3". 2. KEYED COMBINATION CURB & SIDEWALK WILL ONLY BE PERMITTED TO BE CURB DROP USED WHEN THE ENGINEER DETERMINES THAT IT IS NOT FEASIBLE TO SHINE OUTSIDE 2. EXPANSION JOINTS. _ ROUND RIVER ROCK A. TO BE PROVIDED: CONSTRUCT MONOLITHIC COMBINATION CURB & SIDEWALK. - - EDGES ONLY 1-1/2" - 3"0 _ 1) AT EACH POINT OF TANGENCY OF THE CURB. 3. 5' WIDE PANELS TO BE 5' LONG, 6' WIDE PANELS TO BE 6 ' LONG (3"WIDE) FILTER FABRIC , g CONCRETE PAVEMENT 2) AT EACH COLD JOINT. 4. EXPANSION JOINTS TC BE PLACED AT SIDES OF DRIVEWAY APPROACHES, =-5;7 _ SLOPE 3 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. UTILITY VAULTS & AT SPACING NOT TO EXCEED 90' OR AS DIRECTED BY ° 8. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON-EXTRUDING, THE ENGINEER. a a o 0 WITH A THICKNESS OF 1/2 INCH. D 5. FOR SIDEWALKS ADJACENT TO THE CURB & POURED AT THE SAME IIME 1 1 j4" DEEP /%� 3. CONTRACTION JOINTS AS THE CURB . THE JO!"T BETWEEN THEM SHALL BE A TROWELED JOINT SCORE �O gj Q o a ap�, A. SPACING TO BE NOT MORE THAN 15 FEET. WITH A MIN. 1/2" RADIUS. _ ( FYP.) \\ ©� a a s s ��Q• �,�� B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES, 6. DRAIN QLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK %\\\\\�% / \\\\\/\\/ /�\\\\ i /� / \\\ a a \;' ��, \ v OR TRAVERSE , . \ o 0 0 0 000 00%f, o0000to0 4j p Nx 4. BASE ROCK TO BE -3/4"-0" COMPACTED TO 95% OF ASTM D 698 wOTNIT TODBE PLACED 0 ABSR PPE VC PTFE AT 29� SLOPE, CONTRACTION BROOM \ j��i� \///\///\i, \\//f�//\ 1 -s \ \, 0 0 oog�o Q°0 000 0 oa 2 DEPTH). \�� \ o 0 0 0 0 o o ° o 00 0 ( ) 7. SIDEWALKS SHALL HAVE A MINIMUM THICKNESS OF 6" IF MOUNTABLE CURB \\ ��� /\\ o oG 0 00 0 °0 0 0 / oo d'o o go 00 o IS USED OR, IF THE SIDEWALK IS INTENDED AS A PORTION OF A DRIVEWAY. �'0 o°0 0 0 00 000 0 00 OTHERWISE, SIDEWALKS SHALL HAVE A MINIMUM THICKNESS OF 4 SPREADER TRENC►! 83gt LF - „o�O° o o °Q Oo pOoo° o 000°o �b w a 8. BROOM TRANSVERSE TO DIRECTION OF PEDESTRIAN TRAVEL (TYP.) W� • 2 CONCRETE SIDEWALK 7N a 4 GRAVEL WATER SPREADER wN STANDARD CURB NOT TO SCALE ' 6 E 6 Q0o . 6 NOT TO SCALE cn W l _- - 40'-0" _---- -- Z Ix t- A ¢ 0 _ 1 w ' R W LINE FILL PIPE WITH CONCRETE � 0 �o EXPANSION - 6 X 6 0 3 A ri ,!NTS -� 10 GA. MESH STANDARD CURB Q Q ca � Q 1. SIDEWALK CONTRACTION SIDEWALK > A N a r JOIN TS _FACE 0_F�URB_.._ y 6"_ 6" 2'-0" 6" �• ,. Q Z opo 1 STREET WIDTH --1/2" R 8 - CURB J01 TS -- - 8 A A 6 DIA. STEEL PIPE Q Q cv a. 1 - ROAD SURFACE __-__ _-� _ CURB 'o 1" BATTER °„ D° A FACE OF CURB o a a 1., 6w 3'-0., 20'-Q" 20'-0" 3'-- M a ° • ° rn cn rn _ D ° IN I I N o0 C-4 ;° ° - USE EXISTING EXPANSION JOINT ° OR SAWCUT AND PLACE COLD1" EXPOSURE A.C. PAVEMENT c� ° D JOINT. n • ° -- ° ° PLAN t SLOPE TO DRAIN I a • , V + . a StC; I IDN A`A Qa0 O eb QO°� a 0.� O" ' ° . o�,i � $�I `°per°•. .._.,e , -:a t _� PAVEMENT � o I,- b b o b ° o' e o V SECTION z v, o0U (fp o� .Q o� Q o , o� Q � o� Q 8 Q 4 r> 10 G�,, MESH c / i / i/ . ,. / i/ / :�, CL 3 3 s CRUSHED ROCK -- 1-1/2 ABOVE BASE BPI lz STANDARD CURB �\ \ \ \ � ° \ �\ /�\ � �\!.,\ w 5 S STREET �.J� cO z I •• \� 9 ►- ►- c ' + i� \� 18' DIA. CONC. FOOTING m w 7I x 1. CONCRETE SHALL_ HAVE A BREAKING STRENGTH OF 4000 P.S.I. c / U U i AFTER 28 DAYS, AND A SLUMP OF 1-1/2" TO 3". 3 2" OF COMPACTED 3/4"--0" AGGREGATE I •. �.% _ m Q r 2. EXPANSION JOINTS A. TO BE PROVIDED SECTION 8--8 •o.+•,s; •s• o ,_ .. s s 1. AT EACH COLD JOINT. 2. AT EACH POINT OF TANGENCY TO THE CURB. /\ ' �� \ /\ / \/ 1. CONCRETES SHALL HAVE A BREAKING STRENGTH OF 4000 P.S.I. AFTER 28 DAY, 3. AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. � N B. MATERIAL TO BE PRF.-MOLDED ASPHALT IMPREGNATED, AND A SLUMP OF 1--1/2" TO 3". / r: NON EXTRUDING, WITH A THICKNESS OF 1/2 2 INCH. 2 CURB JOINT SOF .L BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUSALONSECTION A`A I x 3. CONTRACTION JOINTS. A. SPACING TO BE NOT MORE THAN 15 FEET. 3. EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 8, THE DEPTH OF THE JOINT SHALL_ BE AT LEAST 1-1/2 INCHES. MATERIAL. OR EQUAL, EXTENDING FROM SUBGRADE TO FINISHED GRADE. 4. BASE ROCK TO 8E 3/4"-0" CO �PACTED TO 959' OF ASTM D 698 4. TRANSITION FROM THROAT WIDTH TO EXISTING AT 3: 1 WITH ASPHALT CONCRETE. q� v o O n A U N AND SHALL BE TO SUBGRADE OF PARKING LOT (8-1/2" DEPTH). 5. BASE ROCK TO BE 3/4"-0" COMPACTED TO 95% OF ASTM D 698 AND SHALL NOTE: LOCATIONS SHOWN ON PLAN. V BOLLARD BE TO SUBGRADE OF PARKING LOT (8" DFPTH). = 5. CONTRACTOR TO SUBMIT TO ENGINEER FOR APPROVAL. PROFUSED NOT TO SCALE METHOD OF KEYING CURB AND GUTTER TO CONCRETE PAVEMENT. 6 5 CURB AND GUTTER 6 COMMERCIAL. DRIVEWAY 7 CURB DROP 6 NOT TO SCALE 6 NOT TO SCALE 6 NOT TO SCALE 0 o+ N�l w rirlrvs-oo9o, srT)8-0006 vvi A oa. rr 8185 S W r]unziker 18 ot,18 I 1 11 I � l i _.( IIS II_...II I II1 4 1 1lI 5 1 111 1 III ( , IF THIS DOCUMENT IS LFA° I 1I(I�I 1 I I] 1 I 111 T T1T I I 1 T 1 1 L I I 1 1 1 1 1 1 i+I I I III � z-�»^•• -�•M�T- ' LEGIBLE THAN THIS NOTATION, ^J�-__�_1�,_�_.- ^61 v -� IT' IS DUE TO THE QUALITY OF `- / q THE ORIGINF.1, DOCUMENT, gL 1191111, L�L9F,,,I, ��11 6 �fijil ITLOZI8I TIT,, Lt� 8I 4tidT ST LIIII IIIIIIIIIIIiIIIIIIIIIIIUIIIIIII IIIIIIII�IIIIlII ►I�I111111II�IIIIIIIIIIIIII I�►IIIIIIIIII��IIIIII►�ITI�I��IIIIT���II�IIIIIIIIII IIIIII