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11595 SW PACIFIC HIGHWAY-1 F. DAN`L Y 9h r ,I1A t _AV , } C.B. -� • `� • RIM EL=249.44 �- I"=20' - 1 , / RIM ESL=246.50 h0 SCALE: FND. 5/8 ., IF? TAX LOT 501 \ \ Site located at ,� , \ o CHAINLINK FENCE 11595 S. W. Pacific Highway wa / z �'o �'Y '''� �1c Tj THRIFT STORE , , — 9 y �• �� {. i c E ` Tigard, Oregon -, �C�$ .. ` , C.B. PGr S.E. 1 4 Sec. 36 T I S R 1 W W �. �' • (,�. a o \RIM EL=24 7.05 `� Dy0 /.� 1 , , , .M. \S A.C. C. \ GRA VEL \\ LES SCHWAB j0 ,Q G' \ J . TIRE CENTER 3 'yr/ i o Q 00 PGE y 6964. F.P \ p �- �y•� N o ,. A.C. � •' Q`� � `b �L k ■ FND. 5/8 1 TAX LOT 200 \ 1372. ATEA 15�417.3,E S.F. F� ���� L� z 1 0.3541 ACRES o `� G� h `� PLANNING E.P. - � COf�C�?E T Gp� �h SURVEYING by ` tic GRAVEL ` ENGINEERING A.C. LANDSCAPE LANDS CAPE PLAN ARCHITECTURE \ + • 8406 S.W. NIMBUS AYSNUE I I ���I •' n` FORMER LOCA TION P.O. BOX 80040 - Vd /—� •^'4 PORTLAND. OREGON 97250 1" OF UNDERGROUND �� - 4-Cb ` '603► 6 °'0'°aI TI-� • \ STORAGE TANKS ;aos) aze-0774 Date: JAN. 8, 1993 v E.P. \ � r D,d 3 EX CURB (CONC) �' y� ODrawn: P.L.F. • - - - - - -x / TAX Checked: D.D.A. 4 • LOT T 201 ,, se •w W � TI GA RD FRED MEYER � 2 � � SHOPPING CENTER yotic , 5�g EASEMENT FOR INGRESS �G�j FNo AND EGRESS G.v` LEGEND: ;•\`-d , ������ \ EX URB (CONC) /�/ • FOUND MONUMENTS AS SHOWN G/ ( WATER METER -�- POWER POLE vti+"`(/�` G 0. '�. ,g�`G •s�Xi ` \ - LIGHT POLE ��, � P� �-__ _. M CATCH BASIN }1 ` K- `P �- �/ I►..,1s�/ - - --- --- -- GUARDRAIL / - �� ` l0•2?. ''� x — FENCE •I �' I '�1•x h'F r.►-11T 7 , E.P. - -- _ -- EDGE OF PAVEMENT S , Jf E h•Ifrir' F ^.QIr Fi l.l.. r rlr2b'3• � , �•�- ems.rsTT1-1& ./�� lr7lo�'L- licit-47 JO I _-•' 11' I Uti f �L-E jL � �N I' M, �y r �:I[J�rlal.k�- ci r.c�► I �iN I` g�N I �I D� A�{,IG- C'-�hlC� cJ,, ' ' E0 - --- t-�a.N� �'�-ov'I t-�r� � • � r-=- _ `� , • ° P e_ � •-� ���-3+.��..•r1�a✓ ;�..�'t'- \�• e,, ��r � - ..�.-1�•L -- to �8 00 `� P' o D st j ao o go •fes �� �.�► �I�!� �. SITE PLAN �. -- �, �►� fes- T �'� !°�I� �M•i' 'r�'�'(� SII \ FOUNDATION 2 CAST-IN-PLACE CURB I CAST-IN-PLACE CURB A, I �, i I+�y I = - �r,�r:,A.L� co�►-r► �k c' • ne'tj I �,L o pt'dt•.) �o+J-t C.�r .s N _ 1 % oPAC - Jo 13UP 9 - HWY., 11595 n__4 / Do-7 93-0290 +� r�/ I�• 1 0F 0 , .dad !L• �3 • �3 ' : _.:.:,..nfi4_we?9Lck3l�s'MeiS +viUYls.eM-ni + ..:N...r__t.+nrsM.. -... - •. P IF THIS DOCUMENT IS LESS T� T�r�- TI TT 1T i 111 �T17 1 TT111 �i�lr i ri I ' LEGIBLE THAN THIS NC TAT 1 ON 1 I Awl J `� 71j �j �. 18 10 11, 1`l 1 AUGUST 2 9 1995 IT IS DUE TO THE QU/,1.,I'lY OF THE ORIGINAL DOCUMI' J`P. 6 S L 9 4 �► -I Z I �i�4U� F ~ � � v�IIIII IIII�IIIIIiIIl�III1 I11I I�IIIII I I� II I T IIII Illyllllllllllllllll�llllJllll 111111111 111ll11 Ulllllll IIII IIII IIIIINII ' � I III IIIII II Ill II IIIIIIII IIIIIIIII IIIIIIJIIIIIII I 1 1 II IIII 111 IIII IIII IIIII I II�IIIIIII I III I0c) 0 ro ao CuP 00 UD m 2 PVM'T FINISHED AjL 2' PVM'T. ` �t TAPER GRADE TAPER I MO`s GUARD E STA 4• �'' �, �� DISABi' ECD RE N --- 1- 1 -- --- --- _ \ C.1. BEND _ INST i PER MU / `� �.,WA�E ( `CHAINONk FENCE. -1-ate_-- SIDEWALK WHERE 5HOW1J & SIGN T-1�T1 1 1. f - ON PLAN Py f� _-.. ` ,�•� 1.0' MIN. �' " I JOINt 1 EXI0 CLkANOUT 6 -6 �,TEXPANSIO� HTO Tv �. - PLANNING - - 1. i I MIN. 1 I MAT p,VEMEN O 0•.. ' �� C NO w DRiLI 1,!2" DIA. - HUB BEND " - ` UT e. P - /// Rs ADAAG I1 1: 1491 UNIFORM BUILDING CODE SAV' IG N f Q// ` SURVEYING P ACIF ' y EPDXY BOND --• 1 ;' WEEPH01_E. ON ALTERNATE ( . r• '� - • THREE SIDES, - \ CONNECTION '� A�.�'" Q ' 8" BELOW RIM. �o � REMOVE : �. , ;1 A ENGINEERING _ DETAIL A.C. PAVEMENT .I , 7- 1, ,. t r INLET PIPE --� � 1.�---.f+. c� 13ASEROCK ,�,t,d,,,,, &'of-suv, -- x----_ 1 v LIGHT POf€ '.'a 8 \ ..a,ANDSCAPE Z I \ 110(a„re•d I-?D - ►lope=Y'r { } ,1 FLEXIBLE �� x,. a le,•el pin. 0 I COUPLING AS " SUBGRADE ) ( ? . ARCHITECTURE FLEXIBLE REQUIRED 8 mi�rit>snsmrr�71� 1 �Q b TRIPE seas s.w. Ntu�us AVENUE 1•r �/ o rL' Q - SITE S COUPLING I P.O. eox e0040 rNM •I.NI Prl^ > G '., ' �r 0' ` h 0 OREGON 91280 C.I. PIPE TEE y Q00 ,�. 4 ICAL) pr�KrLANll, LYACH TYPE � 6-0455 SPOOL Figure II-Measurement of curb ramp slopes. Q� �►� /� (�1 ��h - ( Fax: 060 )2520-5775 CATCH BASIN �, --�'� �'1 � h0. G�,`ti i RETAIL BUILDING W/.�8" SQUARE / SEE' ABOVE FOR X T R �- �- A GRATE OR M �� EXTRUDED CURB ,_/ q �� \Q Q,L ho ` _ FF - 252.50 1 ( 4 MIN. 314"-Om ALTERNATE �� F. , APPROVED 2' - 0" C.R. COMPACTFD CONNECTION N.T.S. - �"" AIM EQUAL) SQUARE BEDDING Dc-TAIL. ` N I.,.� /1 I �J I N r, f.T PIPE ZONE AND w I I a• / r� BACKFILL MATERIA'. _ Li I AS SPECIFIED "�•° f '� 0� _ P=249-89 G yX b Its than rA 1% t•) CA TCH BASINa� tAo1 In•dap.a t11r flared side Flared Sides N.T.S. ah•a nol ssced I:,2 / 80 f.�«� ' UNPAVED PA VED P,249 ARA �) AREAS E S „o,,.,•.a•,e«.+�. _ 0 / r�.. -�- C' 0. _ 170 ...�•}. �� O'�� O \ � MOUND ';, S \ GENE.RA L N 0 TES ,�:.. � `"v 'vc l,� q�.. +'sem "�' ¢ h •'�° •,>.. ;:;��, � , 1. THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND Returned Curb A 't's�'l �Oqc �0 f- 1 Q/ �•Q - INATE �,,, 7 , r�0 R ALL INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE - PROJECT IN AN ACCEPTABLE MANNER. Figure12--sIa..of curb rolrlpe. ✓jC Gcl�('�Q�'�Cq�, y �F'L��iS> Q�� (l:� OWNER �� t 1301. 8 c 4t OCH �� 4..C) 2. SITEWOFK CONTRACTOR SHALL COORDINATE CLOSELY WITH THE BUILDING s, T & M �p CONTRACTOR AND REVIEW ARCHITECTURAL PLANS AND MAKE_ ADJUSTMENTS SELECT \O�c` ti � SATO EXIST AC ' MATCN I NATIVE 24" SELECT GRANULAR � 'gl,�'Qg 'O <1 c TO ASSURE ALL UTILITY SERVICE LOCATIONS ARE COMPATIBLE AND DO BACKFILL `�-., BACKFILL ® 959K DENSITY , Com �'Q �O "' ' - tA_•L&fL.N1 FOR !Nt.,RES.SNOT CONFLICT WlTt 1 STRUCTURAL MEMBERS, INCLUDING FOUNDATIONS. ('URB L E GENO *)� \�,y�,o Alm po o<yq F 1 AND E(rRCS5 -• - VARIES SELECT GRANULAR p� 3. CONTRACTOR SHALL EXPOSE, VERIFY, CONNECT AND,/OR MATCH EXISTING A� CAST IN PLACE CURB �e. A,o ,Q UTILITIES AND IMPROVEMENTS, IN CONFORMANCE WITH THE INTENT OF' _ BACKFILL 90fr. DENSITY (SEE ARCH. DRAWINGS) ( /�/ \.�CiO,gC'QFO O lgngC, E� •'�'`.I F1 (( !7NC.) THESE PLANS AND SPECIFICATIONS, TO PROVIDE COMPLETE AND 314'--0" SYSTEMS. SELECT -12" MINIMUM c�cF,o OPERATIONAL ,YSTEMS. GRANULAR ® SIDEWALK FLUSH WITH ASPHALT rc `�r�,Q `�' :5( �O B,`• 4. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT MATERIAL0 © EXTRUDED CURB PER DETAIL .Q qc �. EXISTING UTILITIES AND IMPROVr:.TENTS. ANY DAMAGE TO EXISTING �5'� - v FO, F "-0 FACILITIES OR IMPROVEMENTS RESULTING FROM THE CONTRACTOR'S DENSITY _ 4 MINIMUM /A - OPERATION SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. PTFE ID �0 w 5. DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL COORDINATE GRAD 1�RJ G PLAN AND ACCOMMODATE OTHER CONTRACTORS, OPERATIONS OF THE OWNER AND NOTE: LOCAL GOVFRNMENT AGENCIES. All. TRENCHING IN THE SCALE: "- TRENCH DETAIL PUBLIC R/W SHALL CONFORM 2 C 1 6. REFERENCE ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL PLANS FOR TO THE OOOT PERMIT. N,LS. ADDITIONAL INFORMATION AND COORDINATION REQUIREMENTS. FE.h`E„ 7. ALL PRIVATE IMPROVEMENTS SHALL BE. CONSTRUCTED IN CONFORMANCE •I�,.;,, _' WITH THE LATEST EDITION OF THE UNIFORM BUILDING ANI; PLUMBING �t CODE. �- 2" CL "C" A.C. owl 1 8. ALL UTILITY TRENCH BACKFILL IN PAVED AREAS AND ADJACENT TO , BUILDINGS SHALL BE GRANULAR, UNLESS OTHERWISE APPROVED BY THE -*-- 6" CRUSHED AGGREGATE BASE - ENGINEER. 314"-0' DIP ORM 5T ± Ir LF 8 10 MIN- . .... 9. PRIOR TO INSTALLATION, VERIFY I.E. FOR DETENTION PIPE AND SANITARY , SERVICE. IF NECCESSARY RELOCATE DETENTION PIPE AS APPROVED BY THE ARCHITECT. TYPICAL ASPHALT SECTION TION (ON- S1 TE) . o N.T.S. IFY I.E•-- EXIST M S �► � I VERIF, REQ-) " STOR 30" IPEM RETAIL BUILDING CONN ,1 8 �F 0 01 0 MIN 4 STEN rI�pSQ XIST. 8.5' FF = 252.50 ODD ® S ® 5%%;). NECT TOE t LEGEND AGO CON IE 6„ SAN .- Plot Date: 1 1/8/93 I ( ® SF 00 2MIN Design: JAV r EXIST PROPOSED SA 1' Drawn: JWM KDB SPECT FI CA TIONS --..-.-.-..-.........__,._...______......rSAT_.__._......,..__..._... $TORN SEWER - h° SIN , TEA►L1RYA N IScHYD T W Checked: SANITARY SEWER SA N B 50 - ; 1. Sanitary and storm sewer pipe shall be Poly Vinyl Chloride (PVC) and shall conform to ASTM W WATER yY ONS; b0 Revisions: 3034, SDR 35, except as noted otherwise. Detention pipe, shall be AASHTD M 294, TYPE S, -•••• •---•••- -�•- . C 4 0 C, - _- - GAS G i r .o 3.07 OLE GO T T 30.5' r.. 1 C/ 15/93 - REVISED SITE or as Permitted by Uniform Plumbing Code. [:_, ••� SIDEWALK -�� GR„A�E z::7 OW MANN pN�Rp,IN ZER - PLAN & STORM I 6 SNAL._RATE Rp.;N GKWA c.,� 2. Inlets shall be siphon type will cleanout installed, per detoil shown on drawing. CATCH BASIN ■ -ONST• TIED (, �' 3' w1BvE 1 1/5/93 - REVISED SOUTH " ❑ WATER METER \ W S�r-_2 46 7L1 - vpI' " DRIVEWAY c9c STORM A , 3. Curb and sidewalk concrete mix shall hove a compressive strength (28 day) o/ 3000 psi. ,•,r GRAT43 2") S PLATE �: „ ATER A C. GRADE pee 6" I.E•� 243•Z ORIFICE F - 4• Crushed Rock: Base rock and trench backfill material shall meet requirements of ASHD, Section CONCRETE GRADE 5�� A 30,•1 ?" 'TE 30 (SE pE) ;`' SER�CE 'f( 02630 with additional requirements that the Crushed Rock contain less than 5 \� 243 T P ADJUST GAS - q percent non-plastic TOP OF g.5� \I E.� OUTLE 9 rock fines (soil passing the No. 200 mesh screen by wet sieve analysis). Base rock shall be 314"- CURB GRADE 1C �iO NOE (BY OTHERS) 0" material to the compacted thickness shown on the Drawings. Structural backfill shall be placed � �'\- SEE GEN ATEPAC ATIN CONTRACTOR TO up to design grades, as shown on details and compacted to at least 957 relative compaction, based NEGT I" R TUAI"TRIGT COORDINATE on AASTHO T-180. CON PE IS \, AT MA N WA'cFR �ORDINAit. UT ,• D F ROF 5. Asphalt Concrete Materials: Meet applicable requirements f VA��E,ARDS TREN�HERMIT• ' a ' - f'A ;L tiff"NT /�� rvF p pp ao OSHU Standard Specifications, TAND TRIG OT P c,. V r�N F� " " S DIS PER ��•.; � 1; t�NL7 E r:,k'E ..�:, �, -g24 Section 00745 - Asphalt Concrete Pavement. Asphalt concrete shall be Class C Standard Duty. WITH TCN PE � ..�-_ � P A ... 6. Striping Paint: Paint shall be the olk d resin type, read -mixed white, T e 1, 11 or Ill , • OREGON x conforming to the requirements of AASHTO M 248, or as approved by the Engineer. C? .. ' =MP s., . N N SCALE n ^l 1M1 0 to to 40 t0 v Sheet Number fV I J C3 C 1 z 95 FEET , UTILITY PLAN 2 I- PACIFIC HWY., 115 � p BUP 93 0298 I Inch • 20 ft. ( 1• �� a 2 OF a SCALE: 1 " = 20' C 1 Re�v�►-s SEC X, T X S. R X E, WM IF THIS DOCUMENT IS LESS t TI 1 P �I lmrr r 199 LEGIBLE THAN THIS NOTATION, �- -4 - 6 �� �I �I P 1� . 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WIN -- —- --- -- - _.. -- `4d 14A)[- --- ''}�,•� t.� vt0.1� testa -- - - I Cfira V��ldI —` *Au- At:1xCE+-tT I I tt�l rte= '�..�-A'w t_ pp1vxg�4 b n -�` - -�,Irs Ltic{ �b L I r� Atr.-OLA - -- Aly L I GE rlt WL' -*7� L�n tf TT- 1-IC�1 - /� ---_--- '.' 9 0 ra/g I I � z LB - -- — _ – - - ----- ---- �A R 1 ZE RG12 g M J c,+�Mr�TER --- — _ —-------- --- - - ------ - --— -- — — - SEISMILC BRACING DE AT ►�n dfnat e PACIFIC HWY., 11595 _ BUILDING SECTION BUP 93.0298 4OF8 �\ t » "y `,. IF THIS DOCUMENT IS L1l;SS I '1TT T�T T1T TTi Il 11T�1 1 TlilT7 ( 1 1 11. I I 1 ; AUGUST 2 9 1995 LEGIBLE '1HAIv THIS NOTATION1' 1 __ _ 6 - 8 -, IT IS DUE TO THE QUALITY OF rJ^3n 'I'}}E ORIGINAL DOCUMENT. - -_--- _-- -- - �— £ 16Z 8Z LZ 19Z �Z Z £ �Z TZ �Z 6�t �LT -8T 91I I� 6�t ^£t ZT 11fl, t imill Jl Q11J'W --1- ►lllllll1llll ►Illlllll IIIIINIIII {I{ IIIIIIIIII{II I{IIil1-A1lllllll�llll I{! 1{llJllllllll ILIIdII{ IIID 1111 Illll 11 II� II III III { I I ,,,•«w- ..:. ,. .. .. ., ,,,,,. ,`.,.....,: .. R Wf'•^ '•,;,N' W+�+u4lh' t4TVFiu '.+�q..Y' �,.p.kyr.. :M�, "r:.d'S1rPlljtia„!t•.R ..-..,, r•a. -•., • •,.(' .R y1.1 ■raiJw,v.r QD \•\ \ \ ,/ Q C UUD ID R 010 00 - ``, -'' , GUARD St/►1,L, .: ;/ �% �" / 2 I:W T FINISHED PVM'1. a TAPER GRADE TAPER ` REMd, DISH®'C '0 » 1 r�tA�.L f M J t ' �� ,, ( [;HA{NL1Nk' rFNi'E M 1 C.1. BEND IN 511iN �' y ` 1 S., EWALK WHERE SHOWN .. J 1!< / ` --..�,.-' - t-it ---- - N PL ANS - - I EXPANSIO JOINT r _ _ PLANNING �- � Vi 1.0' MIN. !L EANOUT L� 6 6 t 2" \ X. X25 - Jl "'1. rJ 3 ___�_ --{. MIN. _�_ -�"' SURVEYING -- C.I NJ w GRILL 112" DIA. HUB BEND Ra +� 'L✓` i " -- c�--- n WEEPHOLE ON ,,.! EPDXY BOND w' WALE--'' \ ENGINEERING ALTERNATE "". ,,�."� i 1 HREE SIDES, CONNEC LION 8" BELOW RIM. TAI i4 A.C. PAVEMENT ;`$ A '' - i J , , __� _ INLET PIPE - DETAIL c '' BASEROCK ' �, `=/ LANDSCAPE - c ' - ARCHITECTURE 1111 Z - FLEXIBLE �`�. E ` ewes S.W. HrKsve svcr,wa COUPLING AS 8" SUBGRADE ��r 1E SjRIP .W. I saoso FLEXIBLE ` REQUIRED ellnth 1 1P. 11111 COUPLING I'rJE rr3t+ Q� h�. ��h'�� ''� � ICAL) \ eo><rr>LArn.I vnsco>w o rssso C.1. PIPE -J - TEE' _ - Q CYP r.rb(eoe -o�re LYNCH TYPE `.- SPOOL RETAIL BUILDING CATCH WIN �•>�<<��.. � Q s At.TERNA7E " C s1 _ FF 252.50 GRA URUARf - •� ry 4" MIN. 3 4"-O" SEE ABOVE FOR EXTRUDED CURB �, CONNECTION 3 APPROVED It 2' -- 0" C.R, COMPACTED EMO EQUAL) SQUARE BEDDING DETAIL � �T P E �o i - I �` � C� PINE ZONE AND BACKFILL MATERIAL Q� P�G� / AS SPECIFIED o � �� a k0, i � •� T HBASIN r CAC y 0.0 UNPAVED PAVED O /y c Q� Q TA AREAS AREAS ,Q �!j s� ,Q -410 's4 MOUND � 3'�.r,QF ����12t` � .,,. •t r 0 _•� - �� G� ♦i �� GENERAL NOTES �' 'tic °oJ qy +'s �� �•. ! j . 1. �7�E CONTRACTOR SHALL ,DO ALL THE WORK SHOWN ON THE DRAWINGS AND \ ��¢ p cti �'GZe•0yO t I '' 114 CoOR //► ALL INCIDENTAL WORK CONSIDEPED NECESSARY TO COMPLETE THE t�'i�; �`/`• j COA4C' O O s •�.�- •-- ' "`- 5 OSE PROJECT IN AN ACCEPTABLE MANNER. C. G/y �`,Q�'4- �D '. 'r '� T x MA" - 7 � ri 54' � sATWUG't�dXIST AC i H 2. SITEWORK CONTRACTOR SHALL COORDINATE CLOSELY WITH THE BUILDING $ELcCT CONTRACTOR AND REVIEW ARCHITECTURAL. PLANS AND MAKE ADJUSTMENTS NATIVE - --24" SELECT GRANULAR \ ,�'� �6' F • O �'�' * ` 11 �'' ��' --EASEMENT FOR INGRESS w G• O C�• 'Qi O / AND EGRESS TO ASSURE ALL UTILITY SERVICE LOCATIONS ARE COMPATIBLE AND DD BACKFILL BACKFILL O 95X DENSITY ,Q ��� �p L�r� � ' NOT CONFLICT WITH STRUCTURAL MEMBERS, INCLUDING FOUNDATIONS. ;'� - CURB LEGEND a VARIES, SELECT GRANULAR CAST IN PLACE CURB \�`�O.o,QOl `rte �Q�,A•o,Q L x t'LIRB (CON(•) 3. CONTRACTOR SHALL EXPOSE, VERIFY, CONNECT AND/OR MATCH EXISTING BACKFILL O 90X DENSITY (SEE ARCH. DRAWINGS) UTILITIES AND IMPROVEMENTS, IN CONFORMANCE WITH THE INTENT OF 3/4»--0» cy THESE PLANS AND SPECIFICATIONS, TO PROVIDE COMPLETE D SELECT 12 MINIMUM A SIDEWALK FLUSH WITH ASPHALT �O OPER 4 TIONAL SYSTEMS. _ GRANULAR _ n MATERIAL0 UC EXTRUDED CURB PER DETAIL 9 � 4, CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECTOSSX t7 O S�� � EXISTING UTILITIES AND IMPROVEMENTS. ANY DAMAGE TO EXISTING 4 MINIMUM �/ DENSITY pe, cc�,o �`�"I FACILITIES OR IMPROVEMENTS RESULTING FROM THE CONTRACTOR'S - C�PERATION SHALL BE REPAIRED OR REPLACED AF CONTRACTOR'S ^ N EXPENSE, ` PIPE ID GRADING PLAN NO 5 5. DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL COORDINATE SCALE: 1 " 20' C �" Z - AND ACCOMMODATE OTHER CONTRACTORS, OPERATIONS OF THE OWNER AND LOCAL GOVERNMENT AGENCIES. TRENCH DETAIL �•, , 6. REFERENCE ARCHITECTURAL. AND LANDSCAPE ARCHITECTURAL PLANS FOR IJP' I-e ADDITIONAL INFORMATION AND COORDINATION REQUIREMENTS. �� CHAINLINK FENT. 7. ALL PRIVATE IMPROVEMENTS SHALL BE. CCNSTRUCTED IN CONFORMANCE - WITH THE LATEST EOITIOA OF THE UNIFORM BUILDING AND PLUMBING 'r", �1-� CODE. r' '�'�i��: ��', �---- 2" CL "C" A.C. • �,��- T1 TY TRENCH BACKFILL IN PAVED AREAS AND ADJACENT ry r"' » " DIP 8. ALL U UB •-- 6 CRUSHED AGGREGATE BASE Lf 8 SIN BUILDINGS SHALL BE GRANULAR, UNLESS OTHERWISE APPROVED BY THE ��� 12 0.0 N 80, ENGINEER. 3/4"-0" O 45" 51 CAtC Go A1Eo 242 35 ! GP TYPICAL ASPHALT SECTION " �o o LF 6 PCE 04 �. tY " sloRM RM RETAIL BUILDING E- } VERIFY IE.t j�XM, a5 LF 0425 F 6" :VN. (X151. e.5 FF 252.50 S9; '' L'a 02 �0 I, 'ONNE12" S�OR !+ � ' O S� oONNE Yt IE) �/ 10,20/93 LEGEND 00 t REO•) VER1f " SAN - plot Date: (PC ()5 65 Lf p 02 MIN Design: ".IAV L PROPOSED �� • '4 O 5A - / .Drawn. B JWM ~... INSTAINYDRAN"f W ' / , __ _......_..._.._._. S.t.__.....�_- STORM SEWER - ST / Checked: d SPE_ CIFICA TIONS - h `�A SANITARY SEWER SA ' SEM FIR '�` '" �' S 8LY 5 yy._.___ WATER - W �,. ' CU 30.5' 5/'93 REVSED SITE 1. Sanitary and storm sewer pipe shall be Poly Vinyl Chloride (PVC) and sholl conform to ASTM ---- - - --'- (: --- - GAS G - NECK t0- =• 1�1 ___ ;�., ` r, pN DRAIN T R 1 .-} P!AN dt ST 3034, SLUR 35. [,.. -,.-,� SIDEWALKS ; RAIN KWA ` � , «� CATCN BASIN ■ sr . MANM�E �. 3 WIC \�G` _. 2. Inlets shall be siphon type with cleanout nstoiled. per detail shown cn drawing. \ 5Hp,IOATE /G,•- ❑ WATER METER ST. D GR mix shall hove compressive strength 28 do of 3000 psi. •- � \ CSI t,DT�E 0 x` 3 F 1r i 3. Curb and sidewalk concrete s v a a co p ( y) P A.C. GRADE P.2 - /O "`Y 5 TE-247 90 PLAN �r , ! s0 LV1C,E , /' A. 4. Crushed Rock: Bose rock and trench backfill material shall meet requirements of OSHD, Section CONCRETE GRADES �j A 24 _ k _ - - - - I �• GR,. I f oRIFIC I�1 rR r -ADJUST GAS �� L 02630 with additional requirements that the C-ushfrd Rock corltoin less than 5 percent nonLM -plostlM TOP OF ��"2�5 2" 5T£a4 90 TH PIPE) , ' tip;•. r ` (BY OTHERS) CURB GRAD T �/� E Z UTL AL TRACT TO rock fines (sail passing the No. 200 mesh screen by wet sieve analysis). lase rock shall be 3/4 CJ B E /�% I. 7 LAIR PLATIN CONTRACTOR OR 0" material to the compacted thickness shown on the Drawirgs. Structural backfill shall be placed n COORDINATE t design rodes, as shown an details and compacted to at lerst 95X relative compaction, based CONN A N PER R DISTRNATE ''4'. ' up o 9 9 T•E 1 ,. �► ,' ;' D PROF D on AASTHO T-180. y AlT 0 ' V LEY Rp COR '1-:' <I. :',. I < AL A S T �?•:.,� �r '.\�` ;, `" �. E:ASEMEPN T FCIR tNGF'ES5 ������n i NE�FSfj 5. Asphalt Concrete Materials: Meet applicable requirements of OSHD Standard Specifications, TAND TRIG 7' � .' ry�i � AhC) fGF'ES �. 424 h 11 rl standard Duty. Jr 5 DISTRI ~d'. Section 00745 Asphalt Concrete Pavement. Asphalt concrete s a be loss "Co"C" 6. Striping Point: Point sholl be the olkyd resin type, ready-mixed white, Type 1, 11 or Ill, �y G.1 �, '� E'�•/.:IJRS (CONC) ORE W conforming to the requirements of AASHTO M 248, or as approved by the Engineer. SCALE �. O >p w >a •o +e �!� `'\ ~ '; W ` Sheet Number C 1 UTILITY PLAN 0 i ' x PACIFIC HWY., 11595 V D BUP 93.0298 1110! M, SCALE: 1 "=20' C _ p 5OF8 . ,,.�' SEC X. `f 1f S. Ri X E. WM a Q . .,.... TWA �, , v ,w ■ .. ., . 1f ^ •- ,., ' ,.. . .. ....a. -•_. ..,... ...- ... a, n }-•L s ro' , , ..tYa... a,...;. •.a .Jri,r a _ 4,. '-IR.'4'IF^_°enM'a' .. .. .,u •yip ��'' - �'Wu1T,n. I y IF THIS DOCUkNT IS LESS � T � AUGUST 29 95 1 I 4 I g ' I g I I l0 1.1 LEGIBLE THAN THIS NOTATION _�__�TT� .___ _ _ _rrr�-___- _ M IT IS DUE 'J'O THE QUALITY OF Nor 1 THE ORIGINAL DOCUMENT. F,11111�114111 ZH a L Z 9 Z Z ZZ -E- Z T Z Z R iv 8 i L I 9 i S l � �i �t Z i i T t 6 L H -.9-I I I o���ZZ I1111 I I. }Il,II111111Jlll�UIIIll�11.I11111�111►lllll�llll ��llll�,ull �►�IiIIIIIIIIIII►I1 I IIIIII,IIlI111I I Iilll IINIIIII II 11111111 {IIIIIiII II1111111 IIIIIIIII UIII I{Ill . IIIIIiIIIIIIIIII {Illilll.1 lll111111i II� 1 , 0 3 4 -- b9'-4" ----- -- ------_-_ __..� O 44'-8" - 22'-@"t ---- --------------- -7777777 /Zzzz I -- ----------- -------- ------ --- --------- \ ,-Wr;LL t FTG TO PARALLEL \\ \\ PROPERTY LINE g' II I'-@" PEEP CONI $2 \ io FTG W/ (2) r5 CONT BOT. \ 2'-6" x I'-@" \ $2 g2 __ 9 I I DEEP CON FTG W/ rTS. \ \ 9 i I CONT. BOT. \\ I \\ \ STRUCTURAL NOTES Z I I \ \\ GENERAL m 6 I \ \ I WOOD FRAMING x 6'-@" x 1 . These notes set minimum standards for constrr_tion. The drawings O O �Q \ g 1 . All laminated beams to be Douglas Fir 24F-V4 for simple span beams co FTG W/ (6) 05 E.W. BOT. 0 \ v; govern over the Ge,ieral Notes to the extent shown. and 24F-V8 for beams with cantilevers or continuous spans per AITC w .a �� FOR RE INF. \ , / 2. Contractor shall .erify all dimensions and conditions on drawings \ O¢ \ �- 3ROUT 117 design specification. Appearance grade to be industrial . Xd Q BM SEE . \ and in Yield. Coordinate locations of openings through floors, , �- Q ti! WALL SOLID roofs au.d walls with architectural , mechanical, and electrical All lumber species and grades to be as followb. Woa. Bucks, blocking, bridging and misc. . . . . . .DF #3 or better, O W= FULL HT. plans. Notify design agency of any discrepancies. b. Sills, ledgers, plates, etc. , embedded in Z� $2 / 3. Contractor shall provide all necessary temporary support prior to cr iu cunlat-t with cuncrece. . . . . . .Pressure treated DF #3 ¢ CL I L / completion of vertical and lateral load systems. AWPB LP-2-BB �o 0 3'-6" x I'-6'' DEEP --� _ % 9. Where reference is made to ASTM, AI9C, ACI or other standards, the 3. Sheathing to be C-D grade with exterior glue. Each sheet to bear q I I 1 I latest issue shall apply. c CONT FTG W/ �t an APA staa'p. Span rating as noted on drawings. Install roof c� 5. All work shall be in strict compliance with the "Uniform Building _J 8: - - i"3) S CONT. TOP sheathing with face grain perpendicular t.0 supports and stagger FOR REINF. I Code" (UBC) as amended by all other state and local codes and • % 1 I' 3 sh end joints. Block roof sheathing where no'ad on drawings. Qwm a 5P'' SEE II BOT. I building requirements that apply. 4. Framing anchors, g joist hangers, post caps, etc. , to be "Simpson". J 3�.° 6. Design Criteria: 52 $2 g 5. All bolt heads and nuts bearing on wood to be provided with a F�,, � GROUT I Slrl a. Basic Roof Live Londe. . 25 psf (snow) washer. V WALL I I I I N b. Wind. . . . . . . . . . . . . . . . . . 60 m.p.h./Exposure B 6. Bolts shall be located in the center of vertically and J5�, SOLID C. Seismic. . . . . . . . . . . . . . . Tone 3 \ ft2 1 L I horizontally slotted holes, unless otherwise noted. wx I 4 CONC. SLAB ON 1 4 7. ..echanical equipment, mechanical and sprinkler piping larger than m<LL 1 FULL NT. I I e SIM I 7. All nailing to be per Table . 5Q of the UBC. Nails called for on TOP OF EXTERIOR GRADE W/ 4 e 2" diameter or other items producing a hanger load over 50♦ shall the drawings are to be common. Nail heads are not to -� -� g penetrate ''t 32 O.C. WF it/2" _� g2 I I be hung by a system approved by the design agency. Any hanger the face veneer of 1 ol FOOTING plywood pane 1 e• W Q< producing a load over 200# shall have additional franir,g installed po - I -V-4" TYP' CLR TOP OVER I I _ 1 8. Lag b��lte are to be installed in load holes as follows: to transfer these loads tp the main wallsi 6 COMPACTED � © en structural Mame or a. The lead hole for the shank shall have the same diameter cm �- , ' 3/4"-1/4" ". 8. Do not scale information from drawings.CLEAN ( I - a' unless otherwise approved. as the shank and tae same depth as the length of the J �1 0 I m ►� I ( COMPACTED CsRAYc�. -� 1 I unthreaded shank. �3: b. The lead hole for the threaded portion shall have a TOP OF SLAB OZ $" P° Q Z I / I � diameter equal to 70$ of the shank diameter and a length �ao i FOUNDATION» equal to at least the length of the threaded portion. + 2'-0" x I'-h" DEEP x 10'-0" 2'-(0" I I The threaded portion of the screw shall be inserted in its laad 2'-6" FTG W/ (3) S CUNT I 1. Design, soil pressure to be 2000 psf LL plus DL, per Geo-Engineer's TYP (3) I vY�1 hole by turning with a wrench, not by driving with a hammer. Soap I report doted April 30, 1993. I 5 PLACES TOP 4 BOT. I or other lubricant may be used on the screws or in the lead hole TYP (3) PLACES , Q All footings to bear on firm, undisturbed soil or approved to facilitate insertion oind prevent damage to the screw. 1 $2 I 1 compacted fill at a minimrun of 28 ' below final grade. Refer to soils report for areas requiring compacted structural fill. I' $2 I I 32 I I q Notify design agency befor.: proceeding if any unusual conditions WOOD I-BRANS I , are encountered in the footing excavations. Footing excavation to SIM (3) PLACES - �_ -- __- -- - -- --J be observed by a soils engineer before placement of concrete. 1. All wood I-beams shall bs mr.►ufactured and designed by Trus-Joist Z - - __ - - - __ - __ _ __. - __ - _)r- .__ __ __ - - - 77=72 _ _ __ ._ - - _ .r__ I 3. Do not excavate closer than a 2:1 slope below footings. Corporation or a pr:or approved truss manufacturer to tthe-� �- -� ----- --- 4. Use smooth edged backhoe bucket without teeth to excavate footing f following load requirements: ------ -- trenches, and clean all footing excavations of loose material by a. Live Load 25 sf snow 2'-@" x I'-6" x I -6„ �� hand. . . . . . P b. Dead Load. . . . . . 15 psf DEEP FTG DEEP FTG GROUT 71 Irovide additional trusses as necessary to support mechanical GROU1 - W/ k,3) 05 W/ (3) S PIERS SOLID I .its and sprinkler lines. Coordinate all loads and locations PIER CONT TOP t BOT. CONT TOP t BOT. TYP CONCRETE wit' mechanical drawings. 3. All bridging, bearing hardware, blocking, hangers, etc. , that °✓OLID „ „ „ „ „ „ „ y Average concrete strength as det�r-m:iied by jab cast lab 1 . Strength: dertoconnects to the trusses shall be designed and provided by the or 5 -4 I6 -@-- 51-4 15--411 5 -4 151-41' 5 -4 16 -© -4- cured cylinder to be 3000 psi at 28 days plus increase depending truss manufacturer to fit the condition. Use sloped seat hangers ' upon the plant's standards deviation .�s specified in ACI 318. and beveled plates es required. NORTH Test cylinders per UBC 2604 (h) shall be taken at each pour, 4. Contractor is responpihle for temporary bracing and erection. Minimum Mix Requirements: 5. Shop drawings shall be submitted and stamped by a registered a. Cement content per yard: Fire (5) sacks except slabs on engineer. Submit an ICBO report, and comply with all the FOUNDATION PLAN b. grade to be 5-1,12 sacks. requirements of the report. Maximum water,'rement ratio: Six (6) U.S. gallons per 6. Truss manufacturer to inspect all true►;e>+ after they have been -_ bag of cement for non-air entrained concrete and 5-3/4 erected and sheathing, bridging, blocking, etc. , had been I/8" = I'-@" U.S. gallons per bag for air-entrained concrete. installed. Manufacturer to submit certificate to architect or C. Slump: 2-4". Deviating from design alumo .1/2" to -1". engineer that the inspection was made and that the trusses are in •�' d. Air Entrainment: Per ACI at all exterior slabs. acceptable condition and meet with the manufacturers' d6sign and e. Admix: Water reducing admix (Pozzolith or equal ) and installation requirenents. inimum 1 ROOF SCUTTLE \L/ 1 :7 ) 4 2. Place and curecall aconcrete per ter used by lACI mrodess and rstandardsall • SEE ARCH ��// 4� 3. Sleeves, pipes or conduits of aluminum shall not be embedded in STRUCTURAL AND MISCL�L[.ANE.7U3 STEEL sstructural concrete unless effectively coated. 4@ PJF � 8d 2 I/2„ O.C_PANEL EDGES 1. Detailing, fabrication and erection shall conform to the Steel Construction Manual of AISC. Qs ! SNOW DRIFT r 2x(o FRAMING 1 b" O.C. FIELD GK�IDS A O B REINFORCING (CONCRETE) 2. All steel to be A36 except as noted. GRID A ONLY AROUND OPNG 1 3. All welds tc be made by Certified Welders to AWS Standards with NEW W/ SIMPSON 1-526 30'-8" BLOCK PANEL-EDGES 1 . All reinforcing steel to be ASTM A61b, Grad 60. E60XX elegtrodes. EA. END --- --- - -- 2.. Reinforcing to be welded to be ASTM A706, Grade 60. Tack welding 4. Bolts to be A307 unless otherwise noted. Provide standard plate t STRAP SEE b of rebar is not ?ermitted. washers undcir all bolt heads and nuts in contact with wood. �'-- - - - - -- ---_�-- --- - - 82 3. Fabricate and install reinforcing steel according to the "Manual S. All pipe to be ASTM A53, Type E or S, Crede B. of Standard Practice for Detailing Reinforced Concrete Structures" at .� ACI Standard 315. wSt 4. Splices in wall and footing reinforcing shall 64= lapped 30 r ` diameters or 2'-0", whi•-never is greater, and shall be staggexRd CONSTRUC::LoN •uBSEWATION, INSPECTION AND TESTING V 52 at least 4' at alternate bars. 5. Provide dowels frim footing to match all vertical wall -- _- - 1 SIM reinforcing. Lqp :,0 diameters or 2'-0" minimum. GZXXRAL V $2 6. Lap all bars in intersecting footings 2.'-0" or 30 diameters, A J whichever is irerater. 1. Independent testing lab to be retained by owner to provide M I co inspectior►s and special inspec-:ions as described herein. ►�., 2. Contractor is responsible to coordinate and provide on site access BLOCK MASONRY UNI'T'S to all required inspections and notify testing lab in time to make such inspections. 4" II ( I I I I I I 1 . All bloc%c masonry units to be Grade N-1 , or ASTM C90 dry to 3. Do not cover work required to be inspected prior to inspection intermediate humidity condition per Table No. 1, f'm 1500 psi . being m,,de. If work is covered, uncover an necesonry. Use lightweight block at 95 pcf minimum. 48 O SIM y 2. Mortar to be Type S or. Type M. �` 32 3. Grout to have minimum strength at 28 days of 2000 psi and with SPECIAL INBPRCTIONS -- -- - ---- 3/8" minus aggregate. Grout calls and bond beams that cantain I I i reinforcing or embed.'?d items, grout sections solid when noted on 1. Required special inspections shall be performed by an independent drawings special inspector per Section 306 (a) of the Uniform Building Code 4. All work Shall conform to Section 2402 through Section 7405 of the (UbC) for the following: g2 UBC. kll reinforcement bars (size, grade, and placement) shall be as During the taking of concrete test 'specimens: Verify UNIT I I inspected by an independent testing agency before the first reinforcing size, placement, and grade prior to grouting and before each grouting at the middle 1/3 of the wall placement of concrete. acrd before grouting lintel beams. All grout sha.lil be mechanically b. Visual inspection of all structural welding, except vibrated and reconsolidated per UBC Section 2404(f). Block prism welding done in an approved fabrica..or's shop. 8 3/4 x 2_8 I/2 GLB I 8 3/4_x-3@ GLB sampler shall be made and tested at each grout pour at/or 30�0 sq. C. During preparation of masonry wall prisms, (required at �/ I C=fa ft. or whichever is less. The test shall be done according to UBC each grout pour or 5000 sq. ft. of wall wp iche"r is ■ Section 2405. less) See Masonry Section, Item #4 for periodic 5. Reinforcing for 8" masonry to be ASTM A615, Grede 60, placed in inspection requirements. g2 / 52 center of cells ac. follows (unless otherwise noted on drawings) : 2. The special inspector shall provide a c of their r g „ oP]i sport to the O 8 SIMP�ON - a. Vertical. . . . . . . . . . 05 at 2 -8 o/c plus two (2) #5's owner, architect, structural engineer, contractor, and building g2 NC2CTAS-6 -- _- each side of opening x full wall official. W/ (2) ROTATION -- height. -`�- BOLTS PER BM h. Horizontal . . . . . . . . Two (2) 04's at V-0" o/e (let bond beam at ground floor) F '_..s two (2) STRUCTURAL OBSERVATIONS #4's at top of wall and at roof --- level. Place one (1) horizontally 1 . Structural observations by the engineer of record or his on each side of single or between representatilre shall be required at the following times during double vertical reinforcing. construction: C. Corners and a. As boon as the roof sheathing in in place, prior to T T interesections. . . . . one (1 ) 2'-0" x 2'-0" corner bar at covering with any architectural finishes. each bond beam same s.ze as 2. The contractor shall notify the engineer of record four (4) I I I I O•C horizontal reinforcing. calendar days in advance of completion point requiring site 3/4" CrDX TtG 48/24 -- _ _ -I- 6. Electrical boxes, conduit and plumbing shall not be placed in any observation. STRUC*UiAL I PLYWOOD cell or course that contains reinforcing. b I ROOF SNEATNING SEE g Sb I ABOVE t BELOW FOR i - -- - I - NAILING I -- 2'-8" 2'-g" 40 - I -- - BLOr.K PANEL EDGES g 2x4 FLAT BLOCK PANEL NETT 32 BL G EDGE STRAP / AND SCRAP SEEQD PANEL SEE Ira EDGES 8d IV 2 1/2" O.C. 92 NORTH PANEL EDGES 8d 0 6" C.G. ALL_FRAMINCs _-_--__ _ Sd * 2 I/2" O.G. PANEL � t 6" O.G. FIEL -. ____.._.._..___._.__.______�---____-- _-_ --GRIDS TO U.N.O. EDGES 1 " O.C. FIELD �j4 - GRIDS t0� On Q l GRIDS OB TO PACIFIC HWY., 1?595 ' OF 0298 6ROOF FRAMING PLAN Jciv 6 OF 8 0- %0 i/8" 1'-2, OF > ) IF THIS DOCUMENT IS LESS I�1 �7 I, 1T 1TT�1IIIIT I T�rT11�j� �Irlr.1 1995 LEGIBLE THAN THIS NOTATION, -- 1 - - I 6 I � IU l l� � � G� � AUG��S� 29�=8 _ _l_ _� . � I'I' IS DUE I'O THE QUALITY OF No.36 ..,......... 'I'}iE ORIGINAL DOCUMENT'. ��oo��E 8Z SZ LZ 8Z Z Z E Z TZ Z- T 8T LT 19t 9T ht Ei til Tt i 6 L 9 Q IIIIIIIIII�I IIII I� II ��� 11111 I I '1 I � I�I�IIII II IIIIIIIIII I I IIjIzI I� ! II � i� III�II IIIIII�►111 IIII I I � III oo�� ss�� ►II (NII 1111�1,1111111�111111111�11 111 ull�l�� Iii �IIIII�iI Illi llllllllll Il I� ..II I� 111�1�1�.1�1 111111111 IIIIll�llW 11111111111111 8" CMU W/ 05 0 32" O.C. _ I�'�s" RADIUS 3/4" BRC. fE LU/- VERTICAL IN sROUTED - - CELS 4 (2) 04 • 48" O.C.. 61 \a / -1�11�=11111 HORIZ. IN GROUTED BOND - ---3/•i" x I lit" ICE1 o 4' m FTG DRAIN BEAMS. GNTF: YERTiCAL / BE;VfLED TOP 4 50T. - _ - - _ REINF. IN CELLS (NOTE: BEVEL - COLUMN �, ,, �� -.�--,.-, :. NOT TO EXCEED m'-3" l HOLES Dc. WN) GROUT WALL .OLID BELOW - - ---i SEE PLAN I l WRAP IN 12" 5Q GRADE 2-6 1 IN I.",' -------- -- - - - ,-•-r- / •5 PERT GNTR � X� OF CLEAN :3/4- - "4 x `0 --0 32'' C'.C. _ _ /� 5Q. BLOCKOUT �' J _ / 11 ..,�..r._.., ..,-h.. •.,-�.�..� o o IN DELL F 1/4 GRAVEL AND -0 �� �* =- FILL W/ CONC. --- -04 WITHIN 3" OF JOINT \ AFTER COL. 15 �� 12" $Q. ERECTED '_ � • FILTER FABRIC •4 x & 32 O.C. �' I I �-- EACH ',IDE (2) 04 •-\ 9 � SLAB SEE PLAN �- 5L1aB SEE FLAN 6 ►� SLAB \ f ------ - - —--- - COLC.? JOINT • _ ^� II -MATEFILL i JcL FILLER COL., BASE fE, 4 FTG. v 111 =-_ MAT_RI,c� ---- \ — 1=!1111; Illll M Low. 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