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11655 SW PACIFIC HIGHWAY-1 EN:--ARCED . - AREA '. __• ��" 147'-4 _ 9' -60 _8,. _ 9' 60'-8" J 64'--0" 9' 48' 0" '17) SPACES 0 8'-8" (7) SPACES O (7) SPACES • (8) SPACES • 8' 0" (6) SPACES • 8'-X ! INC PO' LINE EXISTING CHAIN UN Ir bAIVG Y TO LINK FENCE r / /BANK NANSFO R a l ��''r I TO BE REMOVE EXITING commE l.'I I BUILDING /, EDGE U f NEW n INC EXISTING LIVEN WIRE I NEW 6"tin W TER LINE c� _ FENCE TO REMAIN -_-__ _ --- --T- ,.I �- - EXISTI G OVERHEAD a✓, <N�u �igw P.L. 945_68' i►>w ,1 -- POWER LINE TO___-_ A ,F+0-ilw V•-saW*•rw.•x•+rffrri�rw�•w�r r�we�r*+ty�,r�«•#-..-,, •►.w..ww,.w,«,•«•, ,ra,r+r•.r,.r+rw•:,►+.:,r•,:, w..r� -- fit'- -- - - ----_ _ _-_ _- - -- - -- _ c ;:,r 5r�a 1'►' � X'S IN GR FL pRIVEW _ EXiS71NC BLDG -- - -!^ '- _hEW BACKF 7W PREVENTION u I �,, Qlsy __ _ - - - a SPF' EXIST•I TCN w/ - L, : F LANDSCAPE 1- _r-- - - - _ VAULT FOR FIRE SYS,TEM w '� N Zd BUFFER , Y k JI. U 8 P A TE S NEW GRASS 1 G = O I- - - - - ► I I ,�� _ -,` LEAK VISI N AREA 1 < � r —__—.._.- _ _ NO TREES OP SIGNSw �' -� -- 2 I sr—NE A/C PIV,NG �„T1N1'' - c ~ r " Y�. Wwr� - O ACCESS oc A/C PAVIN , �+---_�E (STING GAVE & 2 � `� CURt3 1 w •-- EDGE OF EXIT. PAVING kn- r- Hca �Mv .-,� a a DRIVEWAY < LINK FENCE T�� Q 3 �— �w.- u " a C LAIN L - t1.5' 15' it " 8 REMOVED'. EXISTING H/C RAMP o w 30' MIN. / � ,� .1►{ z O I . , n PAINTED -r''"- ;c _ -----z v— k� z Z rLINES "� XIST SLAB X Ix a Q rj Q /� v�H �— I 18f, S 0' 1 WIII ��< lid • Y 'r i c _J z7, LY ��yJ V1 (n .._. \E XI (..) �.� a LI i U _- p , \ •• FAX �F X14 I..7 -W oi w LY t_` NEW A C PAVIN,, `J ACCESS NEW BICY CK� EXISTING \ '^�fk - "�� !S 1 � < , i / �' EXIC,MN,, ENTR', EW a' WIDE °C" �& J 2 , d m 40' t��. �, DRIVEWAY ATO E6�IAIN (5 MINIMUM) TRA ORME.R _�►- • r ' a '� �- n.. EXISTING BUILDING CONL��K . - = U w X I w ►- r' TRASH dt ar r" i� 11655 SW PACIFIC HIGHWAY - 15 a. EXIST C.B. a a m w1 a -'� RECYCLE - �r $ `` w U 4 a TIGARD, OR 'EXIST. GAS METER + c�tiY >� a' UNDEVELOPED AREA v ► ENCLOSURE 1.3,050 SQ. FT. (2) STORY l "qw,j� �wd�� `' r z i _ " c� A ddb., �- OW FIN. FLOOR EL. 100'-0 OFrICp AREA XXiSTING ��_,.,�nuc TO BE SPRINKLERED Oil _MN+ EXISTING l w ""qu IQ c-4 00 5 - - B--2 OCCUPANCY i BANK BUILDING K �o z I a I TYPE V-N CONSTRUCTION - i � EX1511NG i ;7) ENTR1' G � „{_� r SLIDING DOOR co, a� --► TO R NEW OQO�:\ _.-EXISTINC• URB ' by c? EM AirJ ul t VALVE `0 H DOCIR;-�'�s NF'W N DOOR n' a u z.. ►• " r 17 3 BOX `= O O � . < • �-�Il � ra� I w iY 3 z x NFW SPRINKLER c 161' NE.W NR FIRE WAIL _ ci, I i - CANOPY INE VALVES I ® F_XiSTIN� BUILDING 'K� LINE , BU LD NG a PARKING p i O - - - - - > ►- Z _�� U PL ? `�' SLAB B-2 OCCUPANCY z 1` o a a I N 3 i 1 A = 35,147 SO. FT Q < m ' tl) I LOADING W x j / c� ;� i • DOCK PROPOSED BUILDING — a 000 z �' �,► ct► r�Ff n I �`` ROLL-UP j 40,968 SG. FT. -- TOTAL ul) i r; 6 -' DOOR FIN. FLOOR EL. 100'---0" a i u U w ►n -7 FULLY SPRINKLERED = Q T. a 4 �- • TYPE 11-N CONST. —� « • (� U �y 2 o Z cN w; CL Z �• �'��<v ( o Q w i EXIS NG OAK TREE'S a V) U) LLJ ♦ �, II, I U E XI T !v ^� • `'( L---- - -- - `r m DOORS Z Z �`2 • E XIS TING 4� `� • j - - - '♦ (-ONC LANDING �, D • �• GROVE OF � OAK TREES �--- ------ _ _ _ _ _ __ - _ .__ _ _____ _ - ��__- _• �4� *¢ �� ANDSCAPE FE BUFFER NEW LANDSCAPE BUFFER � � � a cn Q Li P.L. 821 42' N 0` 11' E�BY DEED) --- +�- +� +� C d ) � a w LA_ ' REPLACE CHAIN LIiVI{ FENCE -� � � Wj NEW WOOD FENCE. SEE r"' - Z M --- -_---,�----____ 34a (NEW BUILDING) ------- V_.__ --------_--_i 30 (n x 0 w c0 EXISTING W mu C) ^ --- -- ____ 470.0' APARTV NT L IM ZONE "R12" _ _ ZONE 'C-C;• -_-_._ _ _. _ _ - - -- - .� -- --- - - -_— -mss• L--J —� tQ �.. it 4 NOTE: ELECTRICAL CONTRACTOR SHALL SUBMIT A LIGHTING PLAN TO THE ::1 Y OF TIGARD POLICE DEPARTMENT FOR ?r, REVIEW PRIOR TO CONSTRUCTION. (n Q t4CITY OF T113AFM SITE PLAN W ��NL7 ....... -�'► ..,. �,1► �►` ����� ..........[ l• def ♦ `�� ,` � ��� Cunditi ynzlly Appsov�ed �. — �p�.'�S �'\ Sc ALE 1 40' Fort ke arSbAd In: 1�4CIL on; ltlo w Q EXISUN - ..... o fit• PEF1Nd7 NO. �� ...... ................ ,• � COMM EROA L �` �� a 4 pT to:F0110\•V............. ............... .[ ) II „o©IQ,i BUILDING 1 �� i � Atiach......... I a �Oz_ .. .... ...... .lob ;e��: J Otte: A b __. • _ ,, � V � F Fay_ _ PROPERTv LAVE _ �, OCCUPANCY _ITE +IIS+ - ___ S LATA: r ------- ---- v Ap 'SI fE IS AT 11655 SIN PACIFIC HIGHWAY. TIGARD, OR � 26 DRAWING I _ I t NG INDEX > E)QSTING at►vewAr � � � (_� SEE TAX MAP 1 .;136CA TI_150C. � �• �, � z o w �,t1 EXISTING: / _ STANDARD PARK!'iG SPACES s 8'--8"'W x 18'L. '� i 1 SITE PLAN, ENL4F.C, c W — -- @ '- - - -- - P.RQpZftTICU5T ST _ _ H MATCH TOP OF CURB N ' 'EL, DRIVE WAY, VICINITY MAP COMPACT PARKING SPACES = 8.0 W x 151 \� �- & DATA ,J -T W ---,...+Q .-..•....""""w"`''....-.r,"„"".`""" "•....-..'. - TO DR►1,'EWA.Y ELEV �/� 8--2 OFFIC'�/RETAIL �.�. _ ._ _ o EXI^TING DITCH .p. - . - ✓ - ^-' EXISTING /` �, I TYPE u-_N CONSTRUCTION i HANDICAP PARKING SPACES = 9cw x 18'L 4 6'W x 18'L PAINT - , I __ ___ 1 1 LANDSCAPE PLAN Q = U C) _- - �PG En "S' ~�XIST.h3 r MAIL BO NFW A/C - 13,500 SQ. FT. MAIN Fl_ STRIPED AREA _� sw oAK sT � � Ac uA� 1 2 GRADING PLAN L lV W n W - -- -- -~ ,�L 3,241) SQ. FT. 2ND FLOOR HANDICAPPED VAN SPACES 14'--0'x18'--0" �- ---- I /('.AWN �SPR!NkI _ �Pg��l�3EA _ Sw PINE ST � _—_ � � �` 0 p,1 Q1, 0 PARKING + 3,240 5C�. FT. l!NFIN. BASEMENT f - vAt1lT �� \ A 36 p00 SQ ET 1F-FICE: 6480 SF/300 = 1? RE(YD / �~ v, v, \ 1 j DRAINAGE SECTIONS $c DETA�Sa� � U � 00 � Q '�!EW CONC. APRON BOLK MERCHANDISE 1 4 SITE & HANDICAPPED DETAILS I C.1 (L t� O Z REMOVE / NEW: RETAIL' 9810 SF/1000 � 10 REQ'D fl' Z W � - - - WAREHOUSE. 40,968 SF '1000 - 41 RE��'D 2.0 FLOUR PLAN & DOOR SCHEDULE � � d i0 EXIST, A/C 6" HIGH CURB / / _ _ W � V) x AND EAST M MATCH TOP OF CURB -�„ - STORAGE/WORK AREA 5PA�� F til H j� TOTAL REQUIRED. - 70 _ 0 Z t VAN H C. SPACE " 2.1 FOUNDATION PLAN Q m co _4.1 EXiST1N., PAVING �-- `TIJ DRIVEWAY ELEV. TYPE 1[-N CONS TRUCT►ON < ~ AACTu�j 35,147 S:). F7. 2 REGULAR H.C. SPACE` . r ►- < tar w� i 2.2 BUILDING SECTIONS Q 31 COMPACT SPACES y� � � a � i 36,000 SO. FT, 39 STANDARD PACES l ; ' c? �. . a �, � fi" HIGH �IJRB y, i'NEW ,lV1NAV AAu.ouiiEo - _�- SPACES L } 0 ; �:; 2. i SECTION c' 73 TOTAL. SPACES FURNISHED, n V 1 SE 0 O EXISTING BUILDING �'!- � - STORAGE FOR CHLORINE GRANULES BICYCLE SPACES REU'D �+ 70, ,3 4.7 (5) PROVIDED �.� � ?_ 4 LOADING DOCK FNDN & FLOOR PLANS EXISTYNG' EXISTING NEW 4' / �n TYPE 11-N CONSTRUCTION REVISIONS n \ AAcn�N. 5,821 S0 FT S_ REOUIREMENTS2 _ r ti C % BUILDING SECTIONL' O NQRTH DOCK DATE eY EI,EOTR►CM_ -•.�j� CURp /� SIDEWALK AALLOwen = 7,500 SO FT 1 TREE REQUIRED FOR EACH 7 PARKING SPACES REQUIRED. ��, t' �• `,/ VAUlT cam""-'� 70/% • 10 10 TREES REQUIRED 7 NEW TREES FURNISHED O PARKING r REMOLE ` EXIST, A,/C 14 NCW TREE` --URNISHED IN PI ANTING. �__, � \ 3 0 BUILDING, ELEVATIONS s 11-07-94 RLU 3 EXIS1INv TRE► S • SOUTH F'v[) ` --.�_, t l MEN & WOMENS TOILET REMODELS a C11- 24--9` RLU J f AND BASE '�� ♦ PROVIDE 2 HOUR ARES, SEPARATION WALL OF BUII_D!N(� -------- J �a �' \ \ BETWEEN EACH AREA 02-06-95 RLU qd Ftp 4 EXIST. TREES 0 WEST SIDE OF 4.0 SPECIFI„ATIONS � ¢a z AJRV , BUILDING e C12-17_g5 RLI! rJ BUILDING TO BE FULLY SPRINKLERED BUILDINt, rATI!_ 3 39 ACRES (149,289* �q Ft � •-- NEW BUILDING. FASTING BUILDING TO REMAIN). 1.3050 SQ FT \ \\�p�NF' E, 1 FOUNDATION DETAILS', 1\ `L12-28- 95 y RLU - TO 6E INSTALLED IN EXISTING EXISTING BU;LDING (10 SE REMOV> D')� 8100 `•U. FT �~`;` ` G���Wl2 _RLL t' 2 FOUNDATION & MISC DETAI[_$ \ BUILDING Ac PART OF THIS PROJECT. NEW BUT[-DING; 41, 468 Sp FT -•__ AREA OF SITE COVERED, 118,370 SQ. FT - 79% CHECKE _: JF'8 AREA LANDSCAPED: 29,853 SQ. FT s 20% h i FOUNDATION & MISC. DETAILS 4 NEW COVERED AREA: 8 OO SU. FT, DATE o7�06-•94 \ rB ENLARCT' ED AREA rct SOUTH DRIVEWAY vni7M�`'srt� M S�TORA�F REgUI D:�� �..-..� JOB NO.: Q�437 WATER QUALITY- , 03(95,:,56) - 2867 CU. FC. SCALE .�� DF_TFNTION (O.D.O.T.) = 33M i_U. rT./� REF.: 1 720 I r. OCCUPANCY DATA � � -� E VICvINITY MAI' OPTD , D SITE DATA. ry �\ ^ NC SCALE . PeGl;ic Hwy, 11655 't" + HUP 95 0055,SIT 94-0034 --- 1 of 17 ` It' fllis notice appears clearer Ih,In the -Iocutnent, the document is of n1,Irt;in,11 qua►:;y. illlli�,I {III Tall � - r� .�,l�l�l .l i�i�I�III�I�I� t�l�ljl�l�l�l I f1ill1l1lf1 ijljlj! lj!I! I Ijlj!jlji(IJi I IJIjIIIII1!`i' I1i�1�l.�l1l��� jp-pv� r,11!II!!II�11!!Wll l 11NIifi1� fl V 1 iif�Nli (lit{11111111{t11111111IIIIIIIIIfiIiIIIIIIIIIIII !Il1111111111!!�111IIIIIIi!I! !Illlillllll,l!I!I!!II!I!!1`i11„!i Ilil! !rnh 11!il111111 tlt�t i i�lin� wl CB C3 6 -EXISTING FENCE TO REMA.A NEW GRASS IN LO r"I V .....W.� EXIST. L-ATCH B Z kA- sFH E S kSH iJ 5xv ICE DITCH TCH 0 -"��EXi`S_nNG�TREE_&_ SHRU1�311)�E—OS-TI'46-DI (1PA!L a I 'T 'I r8OXES TREES Erl!�TING- W . MAN HOLE + 1 4 NEW LAWN [VA:L�Lj gm 4- LA Jil- jg Lw 10 ACCESS DWVE-WAY 4 SIUE*ALK LAWN iL J BIKE RACK OWN& 3� 04 w 44 TRASH do RECYt E I BIN ENCLOSUR? r _J L W 0 u I w W) W m gz EXISTING w 20 x FIR TREE z k . 0 10 ui J u- 00 40 Q_ z <z 0 < xox ®L) U 0 �` � ---.--- __. f _ _____ ..------_...--_ _ _--_— _ ___— _ _ - EXISTING C ir LANDSCAPE MATERIALS IVY RETAINMENT POND. PLANTING ON THIS SIDE SYMBOL 1COMMON NAME BOTANICAL NAME QNTY SIZE SPACING .11 ABOVE ELEVATION 96'-0" GRASS ON REST OF POND f NORTHERN RED OAK QUERCUS-BOREALIS 21 1 1/2" CAL. 30' N1 AX. All& BAR HARBOR JUNIPER I JUNIPERUS HORIZONTALIS 156 GAL. "BAR HARBOR" BOXWOOD BOXUS �_'FMPERVIRENS NONE 2 GAL_ 4 o.C. DAVID VIBURNUM VIBURNUM nAVICAI 16 2 — GAL. 4' ------EXISTING OAK TREES CD 1LAWN TO REMAIN z LANpSCAPE NOTES: z 1 LANDSCI,PING TO BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND SYSTEM EXISTING OAK TREE 2. PLACE BARKOUST AROUND ALL PLANT MATERIALS EXCEPT LAWN. m 3t 3, SAVI_ ALL TOPSOIL DURING CONSTRUCTION PLACE TOPSOIL IN LANDSCAPE AREAS TO REMAIN :r _j U E)7 X 0 1. 5 co EXISTING Li LAJ IVYM LA- V) Cry Z INA'R I, go :5 CQ C) cr a. U CL 0 Aki v y + 4*�� 11 0 ITS rp V) xo a. �y ►� � r ��'� 14w - 1W, w #A njl� z + ~ �r�h�^ -, ' ? 1,�i ' -r r' a J IL m m a, fY 7,O ,, L 0 to Ot 1- 2 �e - 0 CL - 4 CL CL EXISTING OAK TREES RLPLACE EXISTING FENCE W1 EXISTING OAK TREE NEW 5' HIGH WOOD FENCE, SEC TO REMAIN TO REMAIN i,�4 REVISIONS DATE - 11Y C9-07-94 R 09-30-94 ~ RLU 11-07-94 101-23-94 iRLU LANDSCAPING PLAN A RAWN: Rui SCALF.0 20' /9 CI�ECKED: DATE: 08-2 3--q4- JOB NO.: 934,37 EF.: 1020 Pacific Hwy, 11655 6UP 95-0055,SIT 91 -------- 2 of 17 0-06-110111,410 111 If this liolice appears clearel, 111,111 file (10('Illllell(, the docillileill is of marginal citial"Iy. .e ;, i �� iI�1111111 ��I�#�-1:�t�#:�_ 4 �1��� � I��1111�I11�111 �ll�l�ll11111 I rlljill�lll�l�r 11�1111lIl�ri I IIII►II�i1111 IIIIIIi��IiI� I lll�1ll�Ijl.1�� �-� �± ��,r���jlllll 24X . 4 A ASM. t V11i La I , �,gyrl,s�♦ vw 1 as 1 .3 EXISTING COMMERCIAL BUILDING } �.\ 0 r , y a.. AN CI ' ! �-_ - - _:_.._. - ....� - �• " - .__.___ �_" ---r_- _ .T .._ _. ;_ ---- _---__(c,'E �. �w ~• r a o u to�Q I ,a "_ ' � - YP. EDGE OF NEW PAVING _ CRK? DRAIN 5 .007 � P.L. 945.68 -0 11 _ - _ - -- - - _ ------ - - _--__ - - - - - -- - - --- - _ _ - - - �r a �$ a �,,► N E N 4, � L NEW 10 � PVC ST N • _ _. __.____ __ ..-__. __ . .__....._ __. - ---- �'-- EW PACKFLOW PkEVENilO ., Opp �� -y c0 /NEW 6 1t WATER LINE oPP vim. w CONTROL tvtANHuLF_ co _ VAULT FOR FIRE SYSTEM �' _ IE = 91.5' ---- - —---- -rll - - - - -- r/ V `� �LL' � EDGE t)F > L- ZAE, F W . -, Ll NEW PAIONG �. 'EDGE OF EXISTING PAVINQ 't �y ,y �, rs 3 �;o (L 00�---" .. 1 a EXISTING PAVING ! a ; NEW 4' CONC, WALK��.I �w ° XIST. SLAB -- - - -----i- 11 W 4 &`' Q .--� , � . i'�. ^✓ ✓"' I I P 166.87 S 0' EXISTING 24X I :N -102'-J pc � ,�►=w ►-�7C , WATER TREA I- ;o -- __-_ _ _ �. `"4, SIFT BARRIER z9 ey I MEN f AND STORM �� �I r_----- tot' F— ' I EXISTING BUILDING E�gT�i r'T to) \ ♦ ozY.• O of DETENTION POND EROSION CONTROL °i 0 .98-�- - 11655 SW PACIFIC HIGHWAY _ (` VOL WA.-2670 G.F. - REQUIRED , 104' - - �^ a ~ C 2$7'4 C.F. - PROVIDED SILT BARRIER >r `{oo' € ° TIGARD, OR AROUND POND. I -,f 5� - • '' �a sA .. �W •�r'+, `' VQl S.D.=3330 C,;. - REQUIRED �' v. . a _ _ �� I cV lr" UNDEVELOPED AREA 3774 C.F. - PROVIDED TYPICAL w' '�I EXISTING \ �' ^Ubg u G _. 103' 43 FrTt 0 Nv' S 0(>h NEW ROOF DRAIN S ® 18 BUILD G ' ,--9y-- S-0,010 EXIST BLDG W/ NEW o, I { 1 b °' ! ` Ld J CRICKETS \ ~ ,WwQ �Ib�' r3^t 102' — -- H9.5 ? f✓,/'\., ��� i EXISTING URBRD ac � �J pQ�aa` i \ R.iJ 120 L.j 6'0 !. = Otv Or r VALVE BOX- kr' ' :�;aF; 4'0 OVERFLOW DRAIN LINE. �'` w�, ,v, z N J g.-0" /� { 6 v !.E. 94. ---toe' I. 0. r •' �.` ry a 'v i1a ! I ' --' I I F oo ( !) nrMn n I { 2" trip OF SLAB \` /� ' 3 tp r% 1I M tV • �' W _ y\ Ig � `' NEW BUILDING I003 go `'. I EL 100 0` ! EROSION C0 TROL r � M FF SILT BARRIE I U 1- c% _ E' HIGH x 40' WIDE BERMS _ -- ! ' ✓" I (7 cV ^ TO WASTE EXCESS EXCAVATED 1 0 s, ; •.� + Z n MM ! MATERIAL. I \\\ , Ii C r_ - _-got' �� L �` EXIS NG OAK I TREES I W • CO CO a ... - i _ �• , 99 c JIB' EX!aTlitiv SHED BUILDING Z W I_. leu L.F. 10"o PVC 5=.00 �• t ;G �5 1G'a PtiC J06 4 i t� 4, I 12"n c-v S-.005 Z �i • _ --- I�J P.L. 821.42' N ' 11 ( Y DEE ) �' 49,7 5 . <Z Q M - SILT BARRIER ( EXISTING FENCE ON A. \ _- - __-_,_.__________-___ ____ C w- -�. - T �EROS►i�N �ONUL LlC� � cG 1 18 PROPER r' LINE SILT BARRIER �� y\ � 34' _. _ -.-.--______.___.__ _ -.- __-- 345' (NEW BUILDING) -�� 30' �clU (J �c EXISTING W J M 41 _ 470.0' APARTMENT; LA_ D -_ _------ L_ !!n i N"P.12' ✓� ZONE "C-G" --- - --- I I LL_ � I 1 iII I I I NO TE: EROSION CONTROL SHALL BE PROVIDE DURING CONSTRUCTION IN ACCORDANCE WITH USA APPENDIX V F " "SOIL EROSION CONTROL MATRIX AND METHODS" 20' /0*7� GRADING & EROSION CONTROL PLAN CALE I ! t �I 00.0, �� __ 99 5, - 2.5' LEVEL NATURAL z GRADE - LEGEND 0 >- Z -- NON-ENGINEERED FILL \'�=1` 97 p TO 913.5 EXISTING CONTOUR M 3 I J W m 101 --- NEW CONTOUR z 0 PROPOSED WATER LINE LOCATION W U W N I w___. .. _ FINAL LOCATION BY SPRINKLER La ' F XI;T .;RADE 5' I CONTRACTOR NEW STORM DRAIN a � (.� M LAJ { 3 x © �_ Q d. j 3_ 1 f � NON-ENGINEERED FILL- � ' 1 w Z (,D SECTI _ N A-.4 \-� p ,n o CCD Z � - 1 95 (L U-) r-- EXIST. GRADE � Y v� O a N 0 TE: f1. •- 1- Q UL CL 0 PLANT BERM W/ GRASS I ! — REVISIONS _ A. N _ DATE BY' •a. �, SECTION C—C . 100. EROSION CONTROL: ----00 2.5' NATURAL ^ 11-47-94 R;.EI LEVEL 1. Erosion (or+_rot shod be provided In ACcardanCe with the w GRADE "Unified Sewerage Agency of Washington County. Oregon" 4, 01-•24--9`t >�l.0 I Construction Standards Appendix V 7 02-0� Rk D 14- 3 2. Silt barriers shall be. installed concurrent with grading . They stiholi � 02-17--95 �tl.lJ LL. 9151 be Inst died downhill of all graded, filled, and stripped areas and -----'- NON-ENGINEERED FILL �, aeress all concentrated flows. Where flow will enter the /9 02-213-95 RLU , � storage;'treatment Nord, provide a hilt barrier around the pond. Silt [1RAWN' al barriers car, be hay bales (yr a silt fence. LU JFR ENGINEERED) FILL ( 3 All catch basins shall be covered w;th f0er fabric and a gravel CHECKED: ballast. SAFE: 07--015-- UNDER A/{, PAVING EXIST. GRADE ---•---- 4. The -rosior. control focilities shall remain In place and be maintained JOB NO.: 934. 7 in good condition until all disturbed soil areas are permanently stabilized by Installation of landscaping. seeding• mulching, or REF.: 1030 SECTION B--B otherwisr_ covered and protected form erosion. Awl OPTIC ,�rr�►ss Pacific Hwy, 1 SUP 95-0055. ' 1,10034 3 of 17 If this nolice appears civarer thall file docunlenf, the document is of illarginal quar:ty. 111111l�I(II ��-l�fi���i��.�t 4��� �,;�1 I��1111 111111 1111111 1111! I I I I I I I I' 'I VIII hill 11111111 VIII �I I I I VIII �I1111 hi�ninnlinilinilii�il�lini I .i. • TIN 10441 POLLUTION/FLOWMAIO 1 b + CONT A . � Rol � NHW 12` ST /INVERT EL. 94.0' ._ .....__ V A. l TOP OF DET. STORAGE GRAI�c I I.E. 1�y.�13 TOP OF W,0. STORAGE --.-.... uVER�LOW I 10"0 PVC STORM • .0073 - ; I.E. 915' pp • $ �yy j �j �.� r1r•-+-+r .w ++ir ...y J O i� ~.+ r�► _____ _,. . s2s�c:_- . saw lig S'o ORIFICE w + (61►b IN FUTURE) � �>�'D � �►� `'�.T I'+ -.._�. : ` ►. AREA DRAIN ST"A fRF. PIPE IN EL U-$11.1 GRAWL KD <` ' � I r I 4i� Y LUKE A DRAINAGE SECTION pp ti SCALE: 00 10 � a10• . Iii ' . � VALVE PIT CONC. SLAB NEW BUILDING BEYOND TOP OF WALL TOP OF WALL EL. VARIE EL. 102.0' Er _ 1—Opt7� C.0.--� EL. VARIES EL VARIES \ $ EL. 101,0 TOP OF DC7. STORAGE Iwo- � 4 �5LOPH CH -- C ANG9 EL 1Q1 --- - EL 100.0 I e. 14. j]�i. .. TOP OF W.O. STORAGE - CONC. SLAB H w W s' -- .... 45.6 ��' EL. VARIES -� ,1K�'yl j? p 94.1a 17"0 PVC O S-O.00a I ti4. 5' ( C3 a .. 1 PVC PERF. PIPE ?V I FgRf. PIPE !N (NEAR SIDE C.B. BEYOND CONC. RETAINING GRAVEL BEDS EL 92. 3 s GRAVEL BED WALL. SZO R A G 8" PVC STORM . _ 85' (BEYOND) S-.003 - . N IL 2A; 16 Z „� x A DRAINAGE SECTION m SC ti SCALA. ��n�Q' z O n •y� T� p �� STANDARD MANHOLE FRAME AND COVER 0 W UNLESS OTHERWISE SPECIFIED ad • p�D 24 MAX.--- � TOP SAB AND MANHOLE RINGS SHALL �� •' , ;•'' '' `. CONE Ra TO A.S.LM. SPEC. 478 •QZ .L ' !' �';�•,' --•----OVERFLOW EL_ 9 . � CCO t0` yp V C.? ° 6"MtN,� •I/2" BOLT (STAINLESS s-fEEL ) � GALV. CHAIN --- 2 CAP- ' e ACITY SLACK .� ` FABRICATED CORRUGATED WHEN (SATE � 3 � 1 METAL CR SS WITH TURNOUT QATE, IS DOWN, -�'� � SIZE AS REQUIRED Q_ • T�LCON IN !' GROUT - 5 ;: 0IN .-.� � I`!VER7 EL. 91.5 -i < - - STEEL CRATE 3 G SEE DETAIL DEL10GATE TO • '�` Y ____ '. .. ____ ,- MADE WATER ` ! __ h n TIGHT IN PLACE _�CY PVC Plp� L CE 'e �-� —I N n WITH MASTIC F( EXI w - - . _ LOBATE AT BLE COUPLING _ _ SITE OF 8,ASiN i S , _ COMPACTED GRANULAR 2'-3" MATERIA(- .. es o i RESTRICIOR PLATE (FOR - T 3 MINT'•+ ...�_�. MIN. "c� a FLOW CONTROL ONLY) + e --- - i ORIFICE DIA.. M _----- Y-0. MANHO '`-G"IdiN. -- -- STD. MANHOL E AND 8A.7 D S PER - �Ns DE AIL I t I ScCTION NOTES. .'}!L7 1�/2"may >" zLai t. ALL PRECAST SECTIONS SHALL CONFORM TO - THE R OU,REMEMT$ OF A,S Th -478. A , MANHOLE ACCESS FROM AOOVE POUR O IN PLACE CONCRt:fi� S1%LL I -- I --•I �� W '. lP 4 A j Q _ c� ► � -•�7""� SLUMpSTREN�,TH OF 3,00 II _ U �,� 0r.'S 1. AN® 2 TO 4� • 'x ;}-i :• 2- ELEVATION' OF SA!►,E i.E.� �, II I CM3 � I U I.AJ GROUT AND OVERFIGW oHAL \ 30' ^ u. BE APPROV CIT(.�. . / ED BY t I _ C Hw' I Pvc pipe j �" \� ��, � � oa V) oox w ; i A9S SCREW \ CLEAN OU( U d LUi.t cn 0 V)) A -� 1 ' PLUG INFLOW a LINES ' 't' 4., ; 4' PVC PERF PIPE + W vi Q jn > 2VVxV4" SO. EDGE FLAT BAR a Z WHERE ! j '� . 4" ABS RISER _ / 2 TYPICAL GRATE BAR (O EA.) N . � � APPLIC- � ' . \ FLEX18LE / �� � � 03 A eLE COUPLING >cpo� • C� A a a' a- �' ' SCREW PLUG O o O a �O C� __ _ �ITYPICAL Q (� �• W/ 's,/4� CLIA 0 00 0 0 0 X Q ,•: ORIFICE , ? --- O •- h-- d IO.. 11► ` `c O o L"vO o 3w C/C O c� 2>�''xw" REVISIONS _0. EDGE FLAT BAR ISICN •---� O O O O w O 0 INVERT ELEVATION y ,�j • OATS , PLAN --PRECAST MANHOLE 4" ABS �O O� O� O0 O 0 _ 0 - 10"p DRAIN LINE � " � n 0 o C) o O o 4 PVC O o O a0 0L�0 00 0 O O 00 0 00 0 00 0 0 `` a -rut1 - . PERF PIPE - - # 4'► 1 j'l" I IANCLR -r--- ,� k DRAWN: u GRAVEL BED - 1 112' - 3/4" DRAIN ROCK HSC EQ, , " ATE: 07/0^1 6 2'-0" NO.: $ s" 1 f'OL TION/FLOW CONTROL MAIvNO — — LL 2 AREA DRAIN DETAILS 3 AREA DRAIN scaL�: N°' TQ scn�E --_ GRATE DETAILS ... SCALE: r.. S(;AIE 40 SCALE �_ _. �' " "" ""' *ti"f� .+n.....n. Parit;::N:vy, 11655 ''�wr""""'n �v L"JD 95-0055,SIT 94-0034 - 4 of 17 1a3 Aj ..... _ .....-._.yy..,. ...........r._..»wri_.r.<•rr.—.—.....--..«_V__.-..-_.-..»»...w..na ._.»...-.+"M.rrr��r..��1�( .r.:�t'Y•�.. A If this ilolice appears clearer Ihslii file document, file docuniew is of m;irIinal (Itlao:;y, _ has I�Ij� j! � Ijljlll I�Ijlj!�!�!j! t I�I�I�;�I�IjI ! I�I�IjI�IjlJljl !�Ij�jl� ljljl I !jIJ !jl� !)IlIII Ijllljllljljl I ljlllll � ljlji I Ijljljl�ljljl i I�Ilijl,l�'Ijl1� I _�IJI�1���� ,��'I�I�Ij;ll INCFI MADE MI CH I om I I�►i111n11►iiIn11 !u�ll►n► n�1111►1►1�i�11i( !Ilt�lll!IIIl�Jfllll!!Illlu !1111111111ul�unIII!!III!ill!!!"IIIIIIIIII!II►INIIInIIIIIIII!!!!Iulllul�llllillll!III!IIIIlnll!IInIIIIINnIIInI IIIA!!!II!III�IIIIIIIIIIIIII�I�IIWII�nIllfl� tTi1�flil ► nlinlll - I,.r:'.;::'. .nr.TeuYi'tea.. :.iz:5�n,.a.t.. .�.nm. _::: .6.: x :.. •. rtrvl'ir.luii4ia'.rrw::,e-_Uw,,,.*x.iv:sm. aoxawi,xhYYN"'::,.y..i..,._,w.,.�..:,.. .,,.... :eL. 1 , T 'IAICAPP'-D �k - INDICATES ES 4" ODE ;'•SIN T"a 51 F>IP � -- -- . ;l P`% � �, +tR 0 r A h� 0 P.S. REOM T / C_ �T � L E -- ._ W ` 2 COATS TRAf'rr C I �� .. �_ �� H QL P,AC•W 5.^N -� PIG q, : 1 CF _ _ -- - RA YE, OW , -ANUSCAPIhG =s=� --- - . rt` O +4�-41.PEP O.R.S. y, � 4 .\ r .0 l r � �J M ARK R. CONCRCTE: .. +�_-_� �f f' �/ r— -� ! REQvIREMENT` O �� REQU;REM` �' CENTER'L1►vE OF. PARKING - _ �'U' WHEEL STOP I � ��� � � END OF ,TA�t. I � �� � � SPADE AS 'SH )1jiN ON T U �v10 1 x SITE PLAN cdi113- HANDICAPPED V� _ / � 1 -I - MARKER - SEG � � ` \ SI,, /� � f % TY��%CAZ SIGN BUILDING WALL '"//' "N MARKED W�NTERNATI'3NA L_��__. ti DE lAI� I PAINTED ONES 3 1/2,. '� SYMSCL Of r ACCES., ac HAVE 1'NE ...... .. U r? ,f I I VIDE (TYP ) PAINT (2) �'-1FC�LOWING WORpS IN AT LFAST MOATS TRAFFIC ONE INCH HIGH EI-ERS C.) u � i',r N YELLOW PARK,NG MTH D.M.V. DiSA3LEQ .. PERMI ONLY, VIOLATERS SUBJECT 1� t ,rLN .,� TO TOWING JNDt R C.R S. #487.935 IJ WIDr" /� ✓A 1LNy AND A FINE UP TO :250 UNDER ''-AINTED �•.•- - SRIPES �/ �"__�__- - J O.R-S. 0478.93G " ► a .. wqw t_ T COATS �� �r, \ > ��J �` Wy 2 � W Q Cs.. STANDARD � YELLOWFFirl ) � o u _ z� •c ai��� r ---PAINT 2 COATS., TRAFF.IC YELLOW9 -0I TYPICALSTALL 8'-.6' O COMPA,C, T '-0, '�j"�► �'+6`'t t ►'•`�cxa STALL I 1 +< " \ ,' , ..• _ IN 7f:RNATIONAL SYMBOL OF C,LJ �,C:,� t� 9 -0' T YPE} •-..' yw p 1 YF' +� C g' T YP '�./ .«...: z ACCESS PER ANSI �A117 1 --1980 SEC. '" � L «. W t r Z c, #- #4 50.2. CENTERED IN PARKING � '7 u � Q '�Y H.C. STALL STRIPPING H.C. c TA:.L � H.L. STALL 1" SPACE W 4 ` `I , ? p 6c ,x ,,6, q''.n 7�" Nom-'•1-6" - / .['t x ,1 7 7 Y P ICCA _ PARKING LAYOU1 HANDICAPPED ED LA YOU 1 � HANDlC� �PED MArRKEr7 � ��,�� Wp9 WW ..._ _._........_.______._..._._... ____._ 3 N A N D I C A P P E D SI C I ,� Q tow lot G .4 CZ n I 4� :J C� F TOP SOIL k 1 FINISH " I" R I icn� BROOM IN ISH /2 T B QOM FINISH r - r TOOLED ECGE STEEL REMOVE ALL SMOOTh MATCH SCORE -- - - C.8 a " ^~� 'C�EQ CONIC E�IJkl3 ^ CONDITION W/ wo C ca g i "y 2 t.0 O PARKING STALLS TPOWE_L FINISH CONC GRAVEL do BROKEN LINE WIDTH. EXTRU • -- -- at� 1" 5C O DRIVEWAYS ^ TYPE "C" ASPHALT CURES PAINT 2 COATS PAVEMENT IN o. EO. t.Q. ON cPJ.KY E�ONO -- EARTH ON FILA q � �' .>. �Nit PAVEMENT TRAFFIC YELLOW r PLANTING AREA BROW FINISH ( -SMOOTH DOWEL X 12" O 24" 6" � ,�S'c --t� PROVIDE EXP. JOINTS ( TYPICAL ) I, ` Q.C. ( SLI.EVED 'ON ONE '< *- 'l " �a� ._ o O 20'-0" MAX. � � '�� �/ S►DF ) «r, � 4 � ��'^��� W"a ��t'SE' _ _ Q —�- TTI..__T�' a� �- �;, ,,Ir_. __ _ "' tDI + [ ==*I-e'�-"-000"!d q"�"��« � '.�'� .. �«,'�'.+...•'•'.7 "1'� ��� �� t� r ,�''a I� y yr L in LZ O I « 71 =wf f 1_ ,� 1 ^'r,�:,�" a �� . . ,b r' _ "' __ _ �+�f _� _ �j�wVYQ i' ' ---- S:'7►-•TT1C1'-�7,�?R Yr 'TT ?'T T `•'TiT'' - Tof - �r - - -.1_'_._ -._-___ .-_.�.._AO ._._ -.L.�.c1_. _ .._... .__.- - -i -+�•- �t.y,._.._._—�_'._ _ - Z ( � J- h, .—`.' ,L )r,;� +�f'(�il�L�C1'PI F ,:i.S: i+€:�.i`,"`rK'� W!'`X .F,+>s, •',:.'''4 1Q� •i., r •a , r A I. � � �., I•� + r�Vf��d t.,�n V• 4 Q,A Tf=1 iE-3I I^_I I� _ PAV' JG 7N fLL OIO3 AVINGH SEDETAIL. 11 6"pMJF X DEP 8 I Of CONC. ,• DRIVEWAY "COMFAC`ED uRUSHEG 6" ® PAPKING STAN. W �+1 ROCK, MIN. LI F,, #3 BARS CONY. --� '`� 8„ � M ^ - TOP & BOTTOM N M i 5 TYPICAL F4VI �,JG3 6� CURS d P! TRY DRIVEWAY �-�� C0�,] C . WALK EXPAN . J01 !>] T /��1� C'ONC . *ALK SCORE LINE � EXTRUDED CURB C% PLANTERS W • � " W :2 • . ' ti 1" 1'-0" ^«' 1" - 1 0" 2x4 TOP ?LA1E 1 1/2" m 1'-0" ` -., �' 1 21. - 0" ti 1" - �'-tJ" z C LZ • 'PROPERTY � LINE �� 00 W , 2x4 R.kiL IN I — — B,—O" —__--- — SIMPSON FE324---�-- _ 4'-c �Q a0 ~ - � �O MATCH EXISTING C)m 3 I TYPICAL HANGERS ^• o .; NAIL 'x 6 TO ' �/ <Z M TOOLED EDGE STEEL - 2x4 RAILS W/ TROWEt.. FINISH CONC � 2 CURB PAII\'T 2 COATS, .. � ( ) 6d cm f-,1 � 1 x6 O 9' oc ( I � —`a CONIC. W<.- K c:I rr� , cuRE3 �A . sTACGERE:D 1 TIM71777 TRAFFIC FELLOW y SLOPE iv E A SIDE OF o I I I I o o e o 0 0 0 0 0 0 ,o o NOT a PMADE EXP. JUNTA; 4 0 �,, E5: M.: O 20' -0" MAX POST. O Oc O O V c. r� ? N �..• " � ...- � ` c� �c o o'-�-���(��o �o`'b-�c �o`�✓c� �o �o.�o� b•�r., 4000FSI CONCRETE, 4 MAX. SLUMP __r.._.. _ ._. _._____ _ • f �? VG o00 q0o 000 00 fJ0 OO 000 00 00 000 000 o'y0 UO G J G v • 49 • 1 - - . 611 MIN., 3/4" CF'USHEiJ ROCK 7. DO NOT DO THIS WORK UNTIL RFMAINti.` OF SITE WORK IS COMPLETE. � ' ,—=I +—� " I 2x4 RAIL IN SECTION THROUGH APRON __ 1 l 2 GRAVEL -- l^ 3. PROVIDE CONTROL JOINTS 0 12.' oc, MAX.( � I-' 4. 1,uL WORK TO BE DONE IN ACCORDANCE SIMPSON F824- F I I 1 1- HANGERS 0 _ TH ODOT S1ANDARD SPECIFICATIONS. ` , EXISTING A%C BACK OF CJRB TO PA VING ( MATCH E>;1ST. GRADE�� ly'3 BARS CONT TUP * BOTTOM 1/2":F-i, (10MAX.) to.�_� ION �� 1, f S I D E v 'A �� 4x4 P.'?. POST O 8' or A L.K IN rONC. Flu ED H01 EUS .,: L r.V• .T I 0 N � C�RP c" �' 2 — , n E_ J .�,._. DF- TAILS �' FilGHWAY APRON DETAILSZZ Z J 111 _ 1'_D.1 m f- ._L ..L Lai W '5U i U = , OC) LJ P 1'. 4x4 POST BOLT TO PILASTER Wi Q i3) 1/2"0 WA (GAL.V.) __ GATES rr_ -- _� V 00. FRAME W/ 4x,, , ,''- � < (,/l ;D m CLI. v► 01 C7 v RASH//F��.CYC n � 0 z c:i 14 GAGE (GALV.) PL W (n if) >< z � EA SIDE w/ p � C> . mm � AR' A b .F. 01 1� ,p ___�,= r, FT. HIGH UTILIZING THE "SPECIFIC REOUIREMENT METHOD FIEF DEMON ,TFiATING y (5) 12x1 1 /2" SCRE:WS,- f .• FENCE SIM, ! _ � I � I EA MEMBER, EA SIDE � � Q ,Q 60- /TO � T DETAIL V1G COMPLIANCE, THE. SIZE IS DETERMINED AS FOLLOWS: ' I� � Y-- C? .,,� O 0- h- iO ^ HEAVY DUTY HEAVY DUTY a- h- < LL, a- V� � HASP --.., HINGES ' USE SPACE FORMULA ENCLOSURE �~ OCCUPIED SPACE REQ{JIRED � ll REMONS I , 14 GAGE (GALV.) PL T>E 8X BASE 10.0 SQU.AAE FEET __- _-._---- - ', EA SIDE W; 08-23-94 Pk.0 OFFICE 6400 SO. FT, 4 SQUARE FEEL 1,000 SO. FT. 25.6 SQUARE FEET (4) 111x1 1/2" SCREWS � , 09--09•..94 R1.0 ER, E4 ,IDE--,.. �"iE��2 1595 Iod "RE TALI9850 50. FT 10 ;QUARE FEET/1,000 SQ. FT. 98 5 _dUARE FEET I i 09-29-94 Rl_U 10-11-94 r. 0 STORAGE 37028 SOL FT. 6 SQUARE FEET/1,000 SQ FT. 222.2 SQUARE FEET TYPICAL- 0 GA�F TOTAL 356.0 SQUARE FEETiURA RLU 6X6 POST IN ?4"0x3'--r," DEEP CONCPETF FOOTING, � HECK xFe DATE-- cr 1 '94 GATE i3 R .1 ( SEE ETAIL 1W --~ _s__.. .. t , PLAN A T TR SN /I EC'��,L 19 N r ;� ,,ATE (0 TP �SH , 'RECYCLE1m4 p 114 i' " - (�" pacific N , 11655 47 1 -•-� ;� +v J 1;'�" 1'--0" BUP 95 0055,SIT 94.0034 .,,,«�., --- ---�- �.....N.._N,.r.. 5 of 17 r' If (his nofic� appears clearer 01;111 file 1 doculuenf, the documenf is of marginal !�IlljlJllIIIII �k'! ljl�}1l��I���� � L�i�I�I�IJl�lll (!►III!�II�III IjijPjl� lllll I IItIllj;il�fl��'lll!►il�il�ll I'illl'I'i►1�1'I©�'tll!►l�,►l�ll3 �1.���� � _ ##�'�11�l� _ INCH MAF4 fK - r C D I I If 13 14 is 24X , 1{Iln�l�n�I►t'tl �n+li�T�►n tF � f�tlrf�i �i��im �nilini IP1il1►IiliP�iiPiPIIn1�I,PiPIP1PPIiiiilPiiilPPiPii� Ili n �i iliP �u i n u ,' I Ili ii n I I I i it I I i nnlli�►1���+ n►�Iim i���1i�f�� iih� r I I I � 1111 IP I� �I � I �I ��I� luiii iiIII(1lIIIIIIII! ate- r r 1.. .`f,i'pya,yr"Y1a+,'y�,., a Mow t+� 3 '.aK; Apk ;�W�1.-•�' -.;u. 4..n..�,_.�.:✓.` ,. _.o ..,. 'Y R J�l _- ___ - PIPE SIZE BUTTERFLY VALVE.-•-,. ...,,,..,, I ------ _ D 0 0 R S C H E D U L E NORMALLY OPEN (TO CLOSEON -►---- ,��� TYPE ` -_____ -_ __ -- •------- ---- SWITCHTI NA ION OF ER O NE _ +• NOTES • DOOR SIZE TYPE h ,Yc , 10 .3'-O"x7' _ , _ -; --- - -___________�_ TO HAZARDOUS MATERIAL ~` 4 -0 HOS. OW METAL LOCK & WEATHER STRIP �9 12 -0"x12'-0" ROLL-UpSTORAGE AREA. MANUAL INSULATED ! f , LOCK, MANUAL OPERATION 2 3'-0"x7'-0" 1 1 2 HOUR RATED _-- - `- - RESET TO OPEN) / ^ SWiNG INTO EXIST BLDG 10 12'-0"x12'-0" ROLL-UP INSULATED, LOCK, MANUAL OPERATION I .�• v: . . U 3) 3'-0"x7'--0" PANIC HARDWARE INSIDE, 11 1l'-0"x14'-0" ROLL--Up INSULATED, LOCK, MANUAL OPERATION 300 CONGRETE PIPE � HOLLOW METAL NO EXTERIOR HARDWARE `� --- W/ STEEL COVER PSN LOCK & WEATHER STRIP12 12'--0"x14'-0" ROLL-UP INSULATED, LOCK MANUAL OPERATION El. VARIES PANIC HARDWARE INSIDE WITH FUS;BLE LINK ; HOLLOW METAL 13 8' 0"x2C 1 '- " 1 1/2 HOUR RATED NO EXTERIOR H;,RDWARE. r ) - f -- — - -- `� l BULL'-UP MANUAL OPERATIONa , WEATHER STRIP 8ca +j _ _ " NO EXTERIOR HARDWARE. _ 95'-6" I 3' 0x7' U HOLLOW METAL E 14 8'-0"x9' -•U" 1 1/2 HOUR RATED WIiH FUSIBLE +INK w � � LUCK do WEATHER STRIP y� ROLL-, MANUAL OPERATION EL 94.35' ' ~y�y�, + J8 NO EXTERIOR HARDWARE. X15 12'-0"x12'-0" ROLL-UP INSULATED. LOCK, MANUAL OPERATION _ (b) 3'--O"x7'-0" HOLi.OW METAL. __ _ -_ _ . _. .0 LOCK & WEATHER STRIP - - __ _ _ __ _ `�` -- 16 12'-0"x12'-0" ROIL-UP INSULATE[), LOCK, MANUAI OPERATION 6" C,I. PIPE THROUGH/ SANITARY "Y" 70 12'-O„x14'-0” ROLL-UP ' _ --�� EXCAVATED AREA -� +� I I ' INSI.IATED, LOCK, MANUAL OPERATION 17 14' -0"x14'-O" ROLL-UP INSULATED, LOCK. MANUAL OPERATION - WITH CLFANOUT `�� xit";�► 8� 3,_0"x7,-0,, HOLLOW METAL LOCK & WEATHER STRIP t8 14'- 0x14'-0" ROLL-UP _-- _ - INSULATED, LOCK, MANUAL OPERATION �X!t,12'--0'x14'-(' R i G ROLL-UP INSULATED, LOCK MANUALP =- OPERATION J � � HANDICAPPED PARKING _ ow "" I *�10 CANOPY fz -_ _°Or LINE AUTOMATIC VALVE DETAIL �J,w Q -- �g — j > H „ ' �:CAL: . _.! � 1 O � ! 18"m CONC PIER O l0 -0' } 18"(d CONC PIER O EXI ) TING BUILDING �4ibigCANOPY COLUMN. CANOPY CUI.UMN TOP OF PIER F.L 102'-0' I EXISTIN„ 18' HIGH EXISTING FIN. FL. EL. 100'-0" 1iit5 _ x ,.� I // 1, p�K k TOP OF PIER EL 102'-0" I /' SLIDING DOOR - I i TYPICAL O EXISTING WALL REMOVE EXISTING WALL FRAMING CL i REMOVE EXISTING WINDOWS AND FILL IN IN THIS BAY AND INFILL OPENING °x i OPENING AS REO'0 FOR 2 HOUR WALL ~ /� FOR NEW RATED O H DOORS 4" OPEN HUB FLOOR EXISTING EXI f DOOR. REPLACE,,/ ( 12 v - it DRAIN CONNECT TO �� / � W/ NEW RATED DOOR. �i -0 {^p 6 ��lie - 1 \,� AVAILABLE RAIN DRAIN / ,, 9 C, u 14 I - - -- 1 19 I , ,'" �n s 4 , - - - - --- — r, �� 2J� j EL. 100'-0" \ H 13'-71h"10 o EXIT SIGN 6 .-9Y." 13' 7>~1 - 6'-9�." �� HAIN LINK FENCE W/ GATE EL. 99'-6" -z- -- ABOVE DOOR -- - AROUND SPRINKLER ,'A, ES OVERFLOW DRAIN ©- r - - ._ -. _ ._ _ - - - - ON NOTCH O M- '- - - - '" " ELEV. 99'-10 1/2" LA GING Q1 EL. 100'-ZURN TYPE "Z-127" PAI T FACE YELLOW 0�' ' PROVIDE FULL SERVICE ACCESS 8 1/2"� RECEPTOR CONCRETE CL �i � �`' .. -% � ' SPRINKLER VALVES AS REQUIRE) BY 4"O C.1 OVERFLOW DRAIN LINE, u i• s ' FIRE DEPARTMENT AND APPOCAB E ' DRAIN. EXIT SIGN LANDING Q "' I CODES VERIFY LOCATION OF ABOVE DOOR N Z cr ti ^ LJ ABOVE' SPRINKLER VALVES. 04 O Q •--- _ ^ _ ___ _ C.J. � � Y __. _ G W Q O I NOTE: z l.. -----6"� HIGH CURB O NQTE! A � 9z :L NORTH WALL I IN THIS ROOM, PROVIDE •� OL Z to 0 4 «' C>C ! FLOOR AREA. VENTILATION OF 1 CFM/SF I OCl W • O do O I 00 I TYPICAL (�! Z o BLOCK-OUT IN FLOOR SLAB � Z c' � (h � 2 HOUR AREA Q 0 .1440) N / / FOR STEEL COLUMNS SEPARATION WALL crQ a cD 0 /�— - C.J ----< - Mi LA_ _- I �' w M _ __ _ _ _ ---- - _-_ --- -rY-�-- F ) Ca - TYPICAL - EXCEPT AS NOTE �� `✓ FIN. FLOOR EL. 100'-0" -_ _ 6" CONC SL ON VIA R PROOF MEMBRANE N 6" CONCRETE FLOOR 51_A9 ON 2 RAT S B 0VE ENGINEERED FILL - 1 = W/ �'4 O 18'' oc, E W., 2" CLEAR o O ON COMPACTED FILL OR ! 1 2 ORIG. UNDISTURBED SOIL `a, SEE SPECIFICATIONS & DETAILi a, t � I 1 r z Ci D t (14 �� WAREHOUSE C, J LLJ 6 I B-2 OCCUPANCY I ' DESIGN TEMP 50' HAZARDOJS MATERIAL >,• - y TYPICAL -- I ' (CALCIUM HYPOCHLORITE) o _---- �-- --'--COE ST. ,JOINTS / 4 ST('•r2AGE AREA I C7 ' IN F,.JOR ,SLAB r-•--- H OCCUPANCE cv z I DESIG 4 TEMP a 50' O V C.11 ----- C.J -- m � �_- C, _ J O L _ 4 2 V Q Ix (X anti Tn W tai r., LANDING O EL 100'-0" I 00 PAINT FACE LLUW N 0 Q ul� O cr O '�' ' C.J. C'� tl IAJ C.J. _ -- ---- -___ _ c 4 O u Com` M LANDING i EL. tU(}'-- E_ 99'-6" (TOP OF SLAB) ;., IL � ►:: ' 0 PAINT FACE YEl.L01A� 1 ,�- EXIT SIGN E 100'-0" (TOP OF CURB' I '� < U .81 2'-6 " --i ABOVE DOOR Il T,. I-a •d [3.. 0 ENLARGED J 8 / 4'-•0" r ' COR ER 6.2 REVISIONS ��M+v 1\E ♦ I N 'fir PLANS � �, �• ._.r_ S � S EXIT SIGN ..f-• � �, ATC I 1 t ABOVE DOOR -. -- - - 15Aw 5 0 I ^11-9-09- 4 is A� t19--29-94 ' 6$'--O" Q Of cv 4 A 0" CONC. v 4 10-04-94 -LANDING `v h r•1( - 1. 1945 O 11--14- 4 41'-0" - 'i 27'--3' - --_ 17 -'I_ _ 27'-3" 27'--T' Q 1 ?3 95 RI.. "7 27' 3" 7, - 2 3" 50,-O"_10 END I ----- - 4 „ _ 27'--3- ----- - _.-- - _- 24'-9" 30 _ �' is 2 3" 27' 2!5'-0 . ,-0" TO � - OF BUILpING � _ -- - -- - --- 2_5 3 � B ` 49'--9" __-- ---- DATE: 0"T-06'-94 345 " ---- ---- 0 0--0 OF BUILDING 2 � 3 4 JOB Nth.. 93437 ; 0 11 .I2 A FLOOR PLAN Pa i Iwy, 116551 -- Fit it 0055, SIT 94-0034 21 6 f 6� ^� SCALE. 3132' low __.. . . ....._._ ._,_..... _ _ .14 ..._.__.....M.. ...._..._._............_._»...-.._..._.,__..._...__..........,..,..s.,,. If this liolice appears clearer Iran lite doe tment, the document is of marginal j ILII '111111 I�III�I t{I!{t t{•Il��� 411jillII I! _ ! I ! i IjIjIIiIIjI�I�I. I y�a��_ct {ljlll)Ijlll INCiI w�ae ar,a► .. r I ' 24X C Di IIJIiIlliinili li n1I111��iIIi111i f i11I i 11 f�1i iiillllll IIIIIIiIIIIIIIIIIIIIIi1111111I11111111111111111111111'!11n111111IiIIII III III 1111nIII I111,11-111-1111111-111111 ILII IIl i ILII U IIIIIIIIIIIIIIII 11lIIII11111t�llill Til-ti Il >t . III 1 II III ! �I i {I I S - V 4'--0" ' 6" A8'S PER S rui. 413'5 PER STEEL � ?_02 ^0" / BUILDING MFGR . _�_. EI. X02' EL t02r,0,r ._._ �- 16" IAP I I 4 -16" LAP ( I 2 (4) #0 VERT W/ � I ao EL. 99'-11't? 24X (4) #6 VER T / , I El . 99 -1 1"t 90' x 6" HOOKS QaP BOT I + 90' x 6" HOO S 0 BOT I j - -.T #3 0 12" 0/C TIES x 03 '4 12" OAC TIES xj I (:3) TIES 0 2" O/C 0 (3) TIES 0 2" O/C 0 I TOP OF PIER ♦ • I ( I FNA TOP OF PIER • t •\' ----{-- -\I 1 1 ` d� � : We— - ><� la 1 ) I � j au TYPE "A' FOOTING ,� I .� l _ I ' ! r _. - J_ _. r ;i.� � y+$u ai r f 4y I N I I , I I I H "~ H J 18" 0 CONC PIER � I I I A b Fill W/ (4) #6 VERT ; �_. _ _ _ L { — I_ __ _._ _ .- 'F {.,NN►- �1 #3 TIES 0 2 0 C 0 TOP I ___._ { ZW S TIES 0 12" ()/C -_ ( ) / --- - - - 4 -0" SFJ (7) �,4 x 2'-6.r 3 -0" — z ,~ . H 1 �A 3'-0" x 5'-4" x 12" THICK F?G r 4 4 x 5'-0" ~� Its PLAN_ ELEVATION PAN ( ELEVATION ' (7) �t4 x 2'-8" \ -- - - 1 71 04 EA WAY ON � ----� -- ---- -__ ,fin�Jy I I (4) #4 x 5'--Orr I I ,. ` I 1 SEE DETAIL FOR ELEVATION 2 COLUMN FOOTING DETAIL COLUMN FOOTING DETAIL '&�� �' U � 18" 0 CONC. PIER SCALE_ W/ (4) #6 VERT -�- - -- - a SCALE: _" 1'-0" II �� I I 3 TIES 0 12" 0/C TIES 0 2" 0/C 0 TOP i 4'-0" x 4'-0" x 12' THICK FTG { _- - -- --------- - - 161'-1' t IA _ ------- ---- - — __ � v '�s� &.4.j rn I W/ (6) #4 E W ON CENTER OF FTG a" �`` SEE DETAIL FOR ELEVATIONS L._ EXISTING BUILDING _ W _ a $ �_ BASEMENT ZNQQ'"'" AAS I i I i II 6 1 4 ��,���` u 0(k CK ~ II >rZ �+uF4�Ot I 2T �__�� __.___._ — _.L-- - _ ' r V N l O N Ila - I _ _. _ _ I 11 1 I I -- ,=- 6 t �- 4 HAIRPIN 0 - w 04 �. _ 9 � c Q COLUMN. SEE d�/ I �BE'41G1' - - -- - - ----- .-I-I•----- - -_--- --- _ ( FOR LAB ONE GR STAIR DE � rn t� Z I 1 a TYPICAL r 1 TYPICAL - (3) PLACE > I I GFO GRID SOIL. I I Q W Q> 6.2 2'-4"X.5'--0"x24" THICK 1 qP, C & LAN IN ( I . NFOR.,E.D FILL I + U � � ►'''> 61 a �'� CONC FOOTING ' TE 1 I BEHIND EXISTING 2 M I o I �-� 8"xl2 WIDE CONCRETE rZ I ! j E3OLOWASMLAE3 (PLACE 1 RNOR i t BASEMENT WALL I i 1 C' N N M N j ' TO ERECTING BUILDINGLn W f �.; I • Q W 0 x z d II � o Q) � ' 1 I O ! � 5 T'a'Pt AL { 6.1 0 PI R I I I I pe) Z N p to d .- I 1 Q� W • � F-- t0 ' I TYPICAL �,Q INTERIOR II I I c� O� C ! 0'= I O , I TYPICAL ��j FOOTING i I I I I) 1 I <Z0 1 I II W) O I �' BLOCK-OUT !N / ® F PIER X0 I:t t� Z j o I NOTE r FLOUR SLAB ABOVE ( -- l —_� ' i_ _. �I('_ — i Q ( CD L) U C HIGH C RB ® I -I I - /t� 1 (- � �F. r- /1\-1 r- ` - M I , i NORTH w.A L _ - --}�14 --- - - - --t<-w �{-- _ _� — _ _ w tf--- _ _. __ .. ___} 14 �---- — - --�-� }4-_ _ 51M t F O ; , 2 I L J Lr -1 L_ J L_ R _� L J L _ I Ln I 1 1 \TYPICAL ;NTFRIOR FOOTIN r - -,- L - -11L - J �j ' I rzz I I I ( 5'-nx5'-0'x l'-0" FTG I _ I Ij 0 ( ( 00 W/ (5) #5 E.W.. BOT.'71 i I (1i e I I CV , I � GRADE Z I c BEAM I t 3 ► I 6t uj O i ' w ''TYPICAL V6.3 I I I I TYPI'.AL. r- _Z 0. FIN. FLOOR ABOVE 0 EL. 102'-0' IN AREAS OF EXISTING FILL. ! i + N 6" CONCRETE FLOOR SLAB I r- � I W/ lµa 0 18" oc, E.W., 2" CLEAR VER EXCAVATE UNDER FTGS 5 I I 1 � C►) PER SPECIFICATIONS & DETAIL I I ON COVl ACTED FILL OF L1 j ORIG. UNDISTURBED SOIL. �"'� COMPACTED FILL LINER FTGS 6 PER SPECIFICATIONS. LJ j SEE SPECIFICATIONS & DETAIL GI C� z -0,,x5,-0,,x1 Tr f - - I 1 I I Q z 5' '-o" F (- I r ; -, r, -1 f r- r i -I r �l I II f ! TYPE "A" FOOTING J (5) #5 EW BOTTOM - rN �{--- _ __ __ _ _ _ ._ ___ _ .- -_. )4-- L IN - --------' TOP CF FTC, FLUSH M TN I W L _ y L ` J l_`�'J LJ L .� L` J LJ , j L. j I ,� BOT OF WALL FOOTING. I a TYPICAL' ® + I_ - -.11L -1 I L) > 00 I i CONT 3 � tY cV CONC- W W Ir Z 6.'? frXIST f11LL SII ' ' CURB � I � � + � E!- (h � � Q RECESSED 6 SLAB W/ LEAK PRc)CF 00 ..� MEMBRANE ON 22 RAT SLAB' - � � N O 4 0 O a 04- TOP OF FIN SLAB EL. VARIES I cJ CL W 0) O Z ESTIMATED LIMIT OF EXISTING FILL �} ' SEE FLOUR PLAN FOR RAMPS �c I I I , t1C o ' SEE SOILS REPORT - - LANDINGS I I r Q �° O Cl CORNER ARCED , 8 I I l 0 PIER i u m a . ,1 l jl I n PLANS 6 2 1 CON r 6.1 5 Q I I O c� "t Q cr TYPICAL �. ` ON __ _ _. _ _ .._.1 6.1 __ _ __j j (Y *- O Y O CONSTRUCTION JOINTS IN CL r- 1`— Q 0- LL IA.. I BEGIN OVER EXCAVATION UNDER CURB ' CONTINUOUS FOOTINGS, FOOTING FEILD VERIFY S -►•. j rm n 1 WHERE NEEDED TO OCCUR TYPICAL - '� _- -_� - __ _ — _ _. �. 6'-0" FROM COLUMN LINE`_ ` SPECIFICATIONS AND DETAIL a 1 A. REVISIONS RIJN HORIZ. BARS THROUGH 1 62 6.1 �� ) I r I T .1 1 r! II o DATE BY JOIN 6 r - --- _ -- - _. CONC. LANDING 6`` o -29 L J 09-09-94 RLU ++I > ! r 8--9 RLU 1 t__.- - - -- - - - - - - I e� b 01-23--95 RLU I WALL JOINT 'y d. FU- 8�� 02-17-95 RLU TYPE "A' FOOTING _- — — � `__-- -____-- TYPE: H FOOTING_ � _ E:_ DOTING �' 1 I LU �_ _.. _ - _ - _ a DRAWN: Y R 27 3 27'-3" 27' 3" 27'-3" 27' 3" 27r--3,r 2.7,--3r' 27, �,r 25' -0,. 24'-9' 30'-0" TO `v C ___.—_ r _ --_ _.._ _ _.__ __ — _ ,... I-9 G C K E D: JF6 0" TO ND ___._. .____ _ __ _ ____ —____ _— __-- — _ _ 245' -3" -- --- _ __-- —_ -----__--- -- _-. -- -. - 49'_�� DATES 08/01/94 OF BUILDING �1 _ 345 0" 0_0 OF BUILDING _ Joe, N').: 93437 -� pr1 REF. 4`020 C2, A FOUNDATION PLAN 2ml Pacifir I-Iwy 11655 \ DUP 95 O05S, SIT 94-0034 �6\ ^� sc rVLE 322 �V-4 " 7 of 17 M__�wnu� 11 - w If this nolice appeac-� clearer than the document, the document is of "I'll-girtal Ij�j{jI I� 0r� l I _I !�#'y►jljl�I I I�Illjliljijlll (� {jljiiljljl I Ijljijlil;l�i ! {�IjI�IjIjIC{ � {j{���{j{�1�I I�ij{ �{j{j►I{�{ � II{lil{j{I�I�f �, ��� �1 !L{E1�{J{I►l! mum }. 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ILDING SECTION /\ ti SCALE. 3/16" 1'--0- I ( `►^ ini qW � 4 N � �• M - -- - 12V_G" 22'-0" _ DOCK CANOPY r!9 C4 N7 � 0 � Df U u wl� 48 WIDE CONT M ^ --TRANSULCENT z C4M PANEL`: � � � Min SaJ W O � Q Mill 111 1111111111 NEW STEEL BUILDING L) Z z . r.. ` DESIGN BY MFGR o O O (Y \ R15 BATT INSULATION I I m t ��W O to W/ VINYL FACE f Z 0 3 Go 40 �Z 0 TRANSLUSCENT xPER--/ DONT. WIDE CANOPY FRAMING PER� 0 �+ LU � ,. PANELS I I , _ BUILDING MANUFACTURER ( �. mu (J .Q Q w f STEEL POST AS -H + BY BUILDING I 1 CONC FLOOR SLAB I MANUFACTURER a �n I I TOP OF SLAB EL 100'-0" \R12 B TT INSULATION SEE PLAN & SPECIFICATIONS I I N W/ YL FACE I I /A/C PAVING I B BUILDING SECTION Cad LOADING DOCK - -' ti SCALE —�Z16" - 1'--0" - _Z 11'7'-0"J: 0 . NUTS. NEW 2 HOUR RATED � .. _ _ - G3 Y in PARAPET WALL a r�� _! W DESIGN ROOF FOR SNOW DRIFT �. XISTING R F _ Q U AGAINST PARAPET PER CODE � - ---_ �� 0 APPENDIX CHAPTER 23 ~ '"��-- - .. -- MEW CRICKET U > CSV IAJ LAI0 0 � .,.. .. y �----- 0 V) 08 , — w . 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U _ — _ — __ _ — -- — — _ _ ._ L l — _ W a � 0 x A SECTION Cq' EXISTING BUILDING WALL COMPACTED REINFORCED FILL Z o 0 EXISTING 14 ' INCRETE 0c) W t ti SCALE �6��t'�c_ BASEMENT WALL U_< 0 cD � 00c0 O 3: v Q ch1 <Z0 M x 0 fY_ (D ML) (J - � 4 a 0 z o t� z :D a -- m 3 -� X: ui a (.D LJ o m � � � Z W W 1` !!•- 1J? taC W . V 00 O � W 0 z � . ® 30 OtnC; ma Ax� � V � © O W fl. •— 1- 4 a. a. (n REVISIONS DATE 0Y 09--09-94 RLU R� 11-08- 94 RLU 01-2!°-95 RLU DRAWN: RLU CHECKED: jF® DATE: _ 08-28--94 JOB NO. : 93437 REF.: 2m3 Pacific Hwy, 11655 BUP 95-0055,SIT 94-0W 9 of 17 t If this uolice appears clearer lh;(n the document, the docuulent is of rnar};inal qual.;.Y. I�I�I �!�t�l �l�l 141�1�1�1�I�1 ! 1�4���{f�l�l�l 11�1�1�1�1+I�I�I lil�l�l�l�l�l I (� I�IjI�I�I�I L IiI�I�I �I �I�I I I � I�I�I�III�III I�I �I�I�►II�I � I�I�I�I�I��I11, � �1�:�11}#��#�-! 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I __ O L END OF DOCK FACE MOUNTED " ( + r J + O 4 DUCK LEVELERS EL. 9 -10 TOP OF SLAB $ (,DNC FND WALL ON 7 ``' 51 SIM a Y 70P OF SLAB � SIM � I v o RAMP SLAB UP TO DOOR ® 1. 20 17 a I z a ----- C J. r a 1 f 00 6.1 „ I EL. 100'-0" 5 -0 x5'-0 x '-0" FT( DOOR SILL (5) 05 E.W. BOTTOM Z ! TOP OF F00 NG FLUS�+ W/ / + BOTTOM OF ALL FOOTING J EL. 1 00 00 I 1 I TOP OF S;-AB , t CL - - - -- ; I OC L_ J 0 I METAL WALL C.J. t T .'PE (31M) FOOTING t- ---� C� u- z o � }. Z � o I a -- z N oa _ o x v_ 0 �L Q x w ! U = > 00 Z I - I F- 1 o w V CX N I... I 12 W W 0 C.J. Ua- (n 0) 0 LJ c� o ( o � � mm � Z W — 2 � Q 4 < METAL wau.s I I � � Q ci CL -i I 6 ! --- - - — _ - - - - - - - -- - - _-- ; - - . _ _ REVISIONS I - ..•_.-- ._ -__�-_ �_.__..._,_�_Y _ DATE er 7 U2--015-95 ON I � I /a 02--17-95 RLU TYPE "A" C r10T'N 27'-3 25'-0" _ 25'-O" - 27 3,. - ?.95'-O" TO END OF BUILDING �0'-0" 2SiS'-0" r _j. 3 - 0- 0 BUILDING CHECKED: -�► 45' 0' I 345' 0-0 BUILDING - 1 1 l 2 - ---_ ------- . ._. Q/��E: 01-24--95 JOB NO.. 9,343-7 93437 REF.-—39; L4o�o t �''d:(1C)�� PI.AI' -- NORTH i,()AUIN(t DOCK I�,()�1NDA'1'I()N PLAN -- NORTH LQADING DOCK r... . ....... .. ..... .. 'y SCALE. 3/32" - V-C Pacific Hwy, 11655 2s4 SUP 95.0085,SIT 94.0031 y..." .. ...,. .,. .. ..,.. 10 Of 17 If Ihis uolice appears cle.lrer Ih,in Ilia document, the document is of lual-ginai �lu:►�:;y. Ijl �ljt � i,ljlll ljIjtjl1f1lll 1j��!}I�i�l�! 1 1�1�Ijl'ijljljl Clljljll11111 I fjljl� lf Ijlll I Ijljl! ijill ijijiil�ljljl I ►jllill�►III� ' �I��►i���I11�1 �{�ll#�-l�� • �}�����Itll IMCN M#M a O a ' : f>jiiln�ill�ulnit nlljlill ilrtiini�:.. . Int r�i til �ii►IInI IIIIh!IIIIInhnllnlillniit IIIInIIiIlillill 111111111111!1 lllln,liunluiilnlillniilnlliinlniiiinl I��IIIm III�IIIui�mliri� ttitimi i'i�1�nc i illin�r ■s... 50'-0" __- _ '35 -0" (SLOPED RETAINING WALL BUILDING EXTENSIONLOADING DOCK ---- --- ---___—_—_ _ _32'-0" (LEVEL RETAINING WALL) ,___.,,. ; PARKING SLAB - - - a. a --.—_.-._.. — -----.-_-- -- - � -__-- I tet. 1 CANOPY & META! END WALL. >y R15 BATT INSULATION W/ VINYL FACE-, u;- a �_ �p 1 A aQ�aAWwrpp� INN— Ilk Nu 11 ry 61 r DE +I CTR T. SLU SCEN T iu Ole& m C D PANELS I I ( --� 8 SIM ►� t7+�wp i ..= •- 1'/`t'0 STEEL PIPE 10 /RAILS S.3 TYPICAL 10 � ~6�+ "liw_s 1 ( I IVI PIPE POST 6.3 '^OK►- J -► p W {v j ® 8'--0" O/C, MAX. a 00 .- R12 BATT INSULATION I 1 - I -_ _ - -- � '''� W - W/ VINYL r ACE`- - - MA — z ~� ci>s - -- - ------ --- - - - ---- -- - - 90N P F WALL /C PA VINU TOP OF a EL. 10 W WALi?0' 0 L / - (1F WALL �_ L � � a CONC F100F SLAB a TOP OF SLAB E:L. 100'-0"� CONTROL JOINT � l \( _ �.T SEE PLAN & SPECIFICATIONS —� _ -_-- _� -- 1 N w i-u IM CONC. PARKING SLAB '^ Ia N �� BUILDING SECTION ca LOADING DOCK ti SCALE: 3/16; t.-0'____ Q � LL M D t* _ z v � N w i, O IY j Lj m Ix � C) X fLL- 0 l' Z to- 0 ( Q •- t [) LTJ O Lc 'd OD 127 -(.)"t OW 3: ; W) _ _ --- ---- IY O 0 Ce r 00 M O Lr) �%-01 CL R1 5 BATT INSULATION W/ VINYL FACE DOCK CANOPY BEYOND C'JNT. 24" WOE I _ -- _ I T� STGEL CANOPY BEAMS ON � V+ - — m � 0 TRANSt-'JSCENT — FARSIDE OF WALL i Z C7 I PANELS I - I - -- - I � z � I I I z ►— I m � O I4< cic I NEW STEEL RDI!DING I r '• ` R12 BATT INSULA'I'IC'N I 14'x14' Q T W/ VINYL FACE 0 P E N '` _ I 0 H POOR _W- _ - i - ! DESIGN BY MF-�R Z (,/) — 0t" I N G I `— I --I t r'1 W Q -- V j R12 BATT INSULATION y I I I > h no W/ VINYL FA E --_- - - CONC FLOOR SLAB I DOiR I i U tip i`-- TOP OF SLAB EL. 100'-Ci" OpN I O Q (/') O Cr t i 1 ► ULL V) Ctn0 U SEE PLAN dt SPECIFICATIONS I laJ03: W cr - - -- _ Vi cn q V) O z to --J O � 0 mm41 11 O (AD Q L; CX _J FOR CURB SEE �-�-� —0 Y . O ' CURB WALL 6 CONC A (L CL 1130 _ _ REVISIONS H BIALDIPIG S14,CTION Ca) NORTH END WALL DATE 8Y CGALE S 16'" � t 02--06-95 DN — -- m, ..i. 'n• 07.--17--y5 RLU DRAWN: RLU C—HE:CKED: )F8 DATE: 01-20-95 JOB NO.: 93437 REF.: 30,30 i t Pacific Hwy, 11655 BLIP 95-0055, SIT 94-0034 11 of 17 2m5 job" _ ww II' Ibis nolice appears cle"cer Iban Ibe documcnl, the document is of mar(;inal qual.i.y. '• Iji�llljljljl I�Ijall�l{��i I�-ISI}I�I,I�I I ,�I�Il;�ljljljl 1(Ijljl�Ijljl I rjl`ijljljll!'I Ijljljl,lji�! I ijlj;jill;Ij! I Ijl �ljlll�l�l Itl�l�l�l�l�ttijl. l�IJ'j';�t��l l�Ljljl(Ijl�l • INCH MAD!IR CN T ��I�nl►nlllilillliiliii� ►irl►n�f iilt�ft► t �i�tfl�ill►illilnlillllliillitilllinituilillillillllili!Illilllnlnllllii�liillllll— ihlilililtll�llillllll�llll�ill �r�iiiilliiilllii�t►� iiin� i�►�ti, illi24X in . „ low CAN NEW METAL 8UILDING W/ f' »..�• .-.,,�„ a METAL ROOFING & SIDING Zf f ff 1 ( ! . . —. � ' � I. I ► fir + ;i� i� � � If` � ,' , � � ��� � ! 1�1 � {i� � � � .•� _ STEEL GUARD RAIL� SIM. � � r � � f , •,. t A ;� Io 6.3 o , (65,3 . I! I f I j I ► I i ! t t �- I i l rrmmTm►n►tn,r.r�rtmuamr _ _ - _ _ 1 l i m►nrrmrr ' - - - - — _ -— { ,! i. %; + ;: "' r- `' SJ— L -'.r--,,VALVE PIT 4fi; (C8 BEYOND) pip I -j ♦' Al NORTH ELEVATION 4 DOCK END 44 M � SCALE: 3/32" 1'-Q" is � HIS EXISTING DUILDING MAX NEW PAR -,PET WAL_ --- ____ — 30' ' a 91h I v O EXISTING BLDG 10' - - - I CANOPY OVER / LOADING DOCK g g qq++ ` PARAPET WALL 9EY N / ,r it i o a-� _ ^��� i� ell ,NEW METAL BUILDING WI,r II , �' ,•., w f METAL ROOFING & SIDING STEEL GU.�RD + u' L 11 ? j,` 1 II Z, MCl� c� X RAI �; i ''� I ' jI ;1 ! ' �' 1 1� r 1 1 I i I OPEN , 6.3 NEW METAL BUILDING W/ Iji ` - I p ►- �t r METAL ROOFING & SIDING 1 w r� mw Im 3 Ln U t w A2 NORTH END_ ELEVATION 4 EUILDING j az ^ 4 M � ti SOLE- 3 32,G� O SOUTH END ELEVATION _ — t ^� IAJ SCALE.3132 W •� _� x -� - -- — —__ 49'-9" (x Z in PARAPET z 00 VV ALL a0 4i Ix oir mU ! cca I fill Iff I IT-= 0 ilIfI11111111 In I In I NEW METAL BUILDING W/ METAL, ROOFING )b SIDING •�, '16 �!� it � t Ill � In ill 1� f'j i � 'r +I j � f I ROOF DRAINS O 27'-3" CONCRETE LANDING r C7 , i WEST SIDE WALL _ELEVATION SCALE 3/32" V-0" — '+'� - �" z Q z UD 3 .. -.� W ' Q (,) N Z 34r-' --0" NEW BUILDING BEYOND W ix V -rte __ 50'-0" - LOADING DOCK 20 00 0 AtV1' O > 161•-0"'t EXISTING BUILDING O ui - - -_ - -- _ _ _ cUl1 W x7 W Gln 0 0 Z� a -J45 NEW METAL BUILDING W / z z CL m p METAL. ROOFING & SIDING � a `- O ' tr. _ a. T- I•-- Q ti d. Lj � ZZ < < REVISIONS STEEL CANOPY BEAMSI. ilf l fel I ' t ! ilr DATE - - ( GUTTER � � � �I ; ! I f �I � � i � � I i 1� 1i � ,{ � �f 1 �� _—_�_ _ 81C 1 { ..�. p1-14--95 Ri." WINDOWS ROOF CANOPY "" QW WIN DOW'S WINDOWS WINDOW'S WINDOWS 02-06-A5 _ �• _-_ . _ _ >! � f ! + j , it �+ � � � I � ! �l � I fi� j j ; __ It I i '' � � i If I I �` I I i �45 Rl. I j tI f 10 I STEEL. RAIL ON CONC WALL. DRAWN: FtL �- EXIT DOORS � +fC-II-�-i�- _ _-- __ _.. _ - __ _________-_.____._-- L-1+-�i- - -_._ _ , --- rwc:►c _-.�_ t)OC x DOC,x. CHECKED.• ,FH EXISTING BUILDING EXISTING � CNL. >LAB W/ ION(: WAIL PANC _ 1 DATE.: - ;7--03--94JO® NO.. 93437 , STEEL RAIL & i..0Nr CURB OIN REF.: 4 D EAST SIDE -WALL ELEVATION f NDN W.,u ti .SCALE: 3/32" g t�OG.__ 3m0 �. 1 Pacific Hwy, 11655 ..�.... .Q.M....�.... DUP 95-0055, SIT 94-0034 12 of 17 i II' this notice apimirs clearer Ih:1n the document, the document is of m:u-pin:>II Il til► p 1�1a(1011,11r� (�IJill 1111 I i�lfijfll�l�l I I�I�;�I �i �i�i I i �i�l�l�t�l�l I I�I�i�l�l�l�► ,I i�l�l�l�i���lt � .�I ��t � I� iI1l1l111 mme!' 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I ? � r 18" REMo �F XIST _ tf IN ------- vt,�, 96 r EXiSTING TOILET STA ILS uo z '� —._.. -- - ' - --- GRAB BARE �i2 '� �x iz GRAB BAP -- -- REMOVE E`<IS1IhJG F'AI?ll 't(�ty TO BE RFMOVECt �; .._ r .. �= _ , -�� t M---.- -- - W�•i�" `�'R4 � t (V' �4 � saw 24X 32" CLEAR LA- FL DRAIN-- �n N -REMOVE EXISTING SINK , GPAB-- _ (A ^I }r^ NEW F' R' TIC►�I _ NEW VINYL. FLOOR COVERING. X32" Rk3l v• _ I L I - A��" N��� o���a TOILET PAPER- REPLACF EXISTING 00 . fry +- 4 Sc DUG S NEW VINYL WAINSCOTT UP -t$' AT ( BAR w C LA x �u It •� ` 1 ►0 �� r ALL WALLS TOILL'T WITH NEW M - �� I - -- s �; I L RANCE _ ,� I X � " 1 c s r , i+) I ME: . W to v H/1 APPROVED �'�NF STUD <t � z u I NEW H/C APPROVED TOILET y - " _�__.� � J , � � � NES " I z � � �`��' � �IM` ��� �y I_L 3 - ., a «� MIN �` �i S`NK. LV-- I tXIST - NEN 2 DOOR Wi i M ___� z \ `.r ! KEYED LOCK N "*' ~ 'jx` ��� i I q , i tI i� �rx u � S R j cn _- 1 s 1 ._ _ _-.� ! r- U% �"`__.-'_ ( '' .n `.y I �_� s � >��fw� g; ,;w�a�`?• %�c Zz�j ap a t t•1 -- l M Ir� �_...�._ -1�.�-�---- r- fT � � REPLACE EXIST. 30 WIDE DOOR W j NEW V!N Yi. CLOOR COVER!NC. i _ _ t' � f '- --1---�- z v, �Na ra WIDE 10'-4" ISF--ISF WALLS c ' ( u ` \NEW 3E;" W,DE f�O0 WITH :i/r NSW VINYL WAINSCCTT CJI 48" AT APPROVED HARDWARE W/ PRIVACY LO'.•K. � ALL WALLS _ —_..__._ _ �-_._._� _� � _ _._ .__ � r_____.__�___�- -- �__.__ �iL�S� aIL 6" MAX � a:=ZiOD 6" �� w 17" MIN. a J � - -ii acj fa.. v REMODELED WOMf' NS RESTROOM REMODELED MENS-, RESTROOM .3 SECTION 4 WOMENS RESTROOM 4 QFC TION (4 MF,'NS NEs I'ROOM �Q��-N�=��W -1 4" _- ,'--C"_ SCALE: 1/4 1;Q" SCALE. 31'8' tr-`. _ S/8" t'-0" uv��e►- SOL x SALE: u, .�} y/ + w 14 04a U 1J to PLUMBING CONNECTION SCH"7DULE d' � N lw f SYMBOL FIXTURE W —7\ CW HW REMARKS W ?n WC-1 WATER CLOSET 4" 2" 1/2" - • ��'j p x WC-2 WATER CLOSET 4" 2" 1/2" HANDICAPPED Z� Z UR-1 - URINAL 2 .2" 3�4 - Z 1,� LV-1 LAVATORY 1141, 11/2 1/2" 1/2" 0 ) W � 0 FD-1---T— FLOOR GRAIN 3" 2" I_ PRIME - �Z � � o FD-2 FLOOR DRAIN 4" - I OVERFLOW DRAIN O=ff w � _ L ( i mUQ I ,V) C0 —1 1 . Li 0 ,- Z M m x S —J c^ LAJ s _ U LJ ._.i CJ > 00 �L. A 59 � Li.. cwn rn LO M U 00 Z k O Q 0 a LAJ UCL 00) 0 Q Z u o a Lam; (n C'l X C) � m co J ` I-w•" fY Z CL - i- QIlLL REVISIONS DATE By f, ! I -- I L-c j 4- 4L,.c DRAWN: CHECKED: DATE: JOB 13431 REF.: - 305D 3 r Pacifir,Hwy, 11055 t;9Ui'95 0055,SIT 94-0034 13 of 17 .... ...,....�.. .._-...+..�. .�rf..ra.�.. runrr..",,..w,,..�.rr r..r.R.,.,w.",,... ,..,...- _..„~„ ,r..w, . �e."`r�+,'•" ....�.,."..q....�.�"....• »..,. ,...-,:,.,,.,,�.„r,w..,,..Ks.r., c; c 7, T r t t 1 ~, .,.<w.waf�MYi11�lAra.m�.,,.w�.,>r..,��+s�AM' iv.rncy..K,wu,,, +�..sw*..� ,,,y,,,., � .-,...�....,»r,..•..,+.sr..,•«++r�+ruwclW��..*�,'u:rr�•a�arai�+�:�e.�,."T.., :«sou:rs..p:..,arTx�o4..{:»,.::,+a,.+,u;.:...� -.u+a�,;a+.�w:.4-. .s-.;-.-v<..:.r..s..:r,�:: c �r _-. ._. If this notice appears clearer Than the i document, the document iF of mi r7;nal d,mlily. • 'I�IIi �I� i ;i �i�l I�i�ili� i�i{I I i�I�I�I�I�i�i I� iII�I�i�Ilili�i i� i �i�I�i�iIl ► IIII!il� i�i�i i i�i�iii�i�i�i i i �i�I�i �i�i�l � i� � �I�i�i��;i � i� i�i�I�i�i��(i � I�i�i� I� !�i�i i� i �i �i�i� i�i� I INCH MADE IN CNINA ' r I!IIIIIIIIIIIII{IIIuililillnilunlinilnntnnlnn�nillnn hill I , '�T!: n►ilnnllinlnnlnlll!uilnnlnnlnnliiuln!Ilnnlnnlnnlnulnnlluilnnlu�ilt�iinlinlllnlllll�fiulllnl n�ill�nlni�innln�tlilulnil �Iultnlln�ilnu inilinil�inlu!iliil�li�illli- I�ilili�t�` a SPECIFiCA►TIONS i.OADING AND DESIGN CRITERIA. 8 CONTINUED DESIGN CODE 1991 UBC with Oregon Amendments FILL A qualified Geotechnical Engineer shall monitor placing and compaction of oil fill material. 1 t. SEISMIC ZONE: .3 c 0 Concrete to be 3000 PSI O 28 da minimum, except as noted. Concrete B. HEALING AND VENTILATION Cost vt special inspectw+,s shat! be born b the owner for the floor slab shall be 4000 psi at 28 days. Mixing, placing, and B: Installation: WIND LOAD 80 mph Exp 8 Y Ys curing of concrete to be in accordance with ACI 31' 86 and 318.1-86 1. WAREHOUSE (B-2 Occupancy): +� i ROOF LIVE LVAD: 25 PSF 1'e Spacial Inspector shall be a quatrfied person whc shall Inserts to equal NBS-BS542 M+>ximum slum i Subgrade shall be excavated clown to firm natural undisturthed soil t� demonstrate pry competence, to the satisfaction of the Buildingp: Foot +gs and foundations y r: , s ALLOWABLE SOL BLARING PRESSURE 2000 PSF Official, for inspectlor. of the particular type of construction c►r 4", Floor slabs 5". Minimum cement content 500 lbs/cu.yd. and shall be approximately e�rvel, extending at least the dimension a) Contractor to provide a heating and ventilating �� ! of the specified geogrid length. systern to maintain space temperature of 50?F at operation requiring special inspection. winter design temperature of 23? F; thermostats) `•,;1� J they pertain to are inttnded solely for the project specified herein . ars per ASTM A615-8t5, yJrode 60, 2• Geogrid shall be orient+,d with the highest strength axis 1 These plans and specifications and the engineering and design work llAU reinforcing to b® d�tforn,ed bwith slimmer an-off switch. except #3 and X14 ties and stirrup bars to be perpendicular to the wall. Length and placement shall be as shown ».. Bradford Conrad Crow Engineering Co. disclaims ell liability rf these Duties and Responsibilities of the Special Inspectors The special grade 40. Set main reinforcing 3" from, earth and 1 1/2" from formed surfaces. Provide on the drawings 2. HAZARDOUS MATERIAL STORAGE AREA (H-3 Occupancy):: N Plana and specifications or the design, advice, and instructions inspector shall observe the work assigned for confnrmanc,e with the 2' X 2' corner bars of some site and spacing as typical steel at all fa Y) ��b , ',� pertaining thereto are used on any project or at any location other approved plans and specifications, and shall furnish inspection 0- 8 wall intersections and corners, Lop on bands shall be as noted o+, 3. The geogrid shall be placed horizontal on compacted fill the o) Contractor to provide a heating and ventilating r � than the project and locations specified herein. reports to the building official, Bradford Conrad Crow Engineering co, drawings eo rid Shall be vnd to the contractor All discrepancies shall be brought to the 9 9 pulled taut prior to backfilling above Maintain system to maintain space temperotrire of 50?F at �� Immediate attention of contractor for correction, then if uncorrected, r out condition will backfilling. winter design temperature of 23?F; thermostat Lai aq iq to the building official and to Bradford Conrad Crow Engineering Co. 12. BUtLDiN., STRUCTURE' with summer on--off switch. 1 The contract drawings and specific�t,ons represent the finished 4 Backfill spoil be compacted to 95� of maximum e' �«. structure Unless specifically rioted, they do not indscote the The inspector shall submit a final signed report stating whether the The buildingstructure density as �. , 61 u U method of construction The contractor shall provide all matei-iols work was, to the best of his knowledge, in conformance with the .+hall be designed by ,he manufacturer Drawings determined by AASH TO T-99. b) Provide an exhaust system t Y 3 i% `" H and calculations State be stomped b �� ys v exhaust one CFM per and equipment ne+etsaary to protect the structure, workmen and other approved plans and specifications. P y Registered Professional square foot. Engineer in the State of Oregon. Bradford Conru,J Crow Engineering Co 5 Tracked construction equipment shall not be operated �� '19 persons and property during construction The coritrac_tor shall at assumes no res p 1 directly on M his expense essays properly qualified 9 SITE WORK. responsibility for the design or installation of the the geogrid material. Provide o minimum of 6 inches of fill before 3. SHOP DRAWING: Submit shopdrawings of h persons to used and where and buildincg structure. g the heating and hoe tempo►cxy precautionary measures shwll be used anal inspect the operating tracked equipment over geogrid. ventiiotina s terns to su.ne in the field Observation visits to the site by the Engineer, LAYOUT OF WORK Contractor shall layout the work by accurate) measuring Ys Engineer for review and Y 9 Design shall in accordance with the requirements of the 1993 State comments If so retained, shall not include inspection of the above items. The train property lines. All work improperly locates due to contractors of Oregon Structural Specialty Code (1991 118C amended). The engineer w w.Q contractor is responsible for the observance of all F-calciol, State errors or omissions shall be corrected at no cost to the Owner. shall submit to the Engineer all reactions for venc�ot and lateral C. FIRE SPRINKLER SYSTEM tad Local safety regulations during construction, includingthe 15 MECHANICAL WORK w r,t, ►- in�talfation of underground services. Contractor shall retain a registered ;and surveyor to stake the site for foods which must be resisted by the foundation and shear wall systems 4 horizontal and vertical alignment The following criteria must be met b the building structure. design: A PLUMBING FIXTURES AND SYSTEM a. 1 GENERAL Provide a complete ceiling we! fire w _ � ~z 3 The contractor will verify ale job site conditions and correlate all y sprinkler system for the occupant in uc ordance wish openings, inserts anal equipment details with the electrical, EXISTING UTILITIES locate existing underground utilities in, areas of Q 1 GRAVITY LOADING: � � NEPA 13, all codes and the fire rt'arshaJ's At 1. Install ail plumbing systems in accordance with all requirements. mechanical anC sprinkler drawings anal owner fumrshed equipment. Ha work Provide adequate means at protection during excavation applicable codes. �► ,� U shall notify the Engineer of any discrepancies before starting operations a) All Dead loads including, but not limited tun suspended walls construction or immediately upon discovery , Should uncharted or incorrectly charted utilities be encountered and soffits, electrical, HVAC units and duct work, sprinkler 2 WATER CLOSLT (WC--1) Standard floor mounted, flush tank, 2 PIPING Y9 11, ��� system, U,sulation and the roof structure itself. In addition, white vitreous china. American Standord "New Cadet - �► 4. The project enyrneer (Engineer) will make vi9rt9 to the site of during excavation, consult utility owner immediately for dirc..iions ode o) Abr:ve Grade h Repair domogeo uiilities to the satisfoction of the utility owner on allowance of 3psf for owner attached sterns such as signage Aquometer" elongated 2292.203 with solid white, molded Schedule 4C black steel pipe or 9N y� 9 intervals agreed in the Engineers contract .n order to observe the shall be included. tswing with flanged, Screwed r � X'-fa� progress one' quality of the various aspects of Controctor(s)' work. plastic neat, open front, less cover, with self- sustaining fittirt g o mechanical joint ,,, •i" EROSION CONTROL E►O91On control shall be r s Based an information obtained during such visits and on such provided in accordance with hinge; 01sonite 10-65, or equal Church, Sperzler. Supply g ��Vh � + observations, Engineer shall endeavor to determine in general if such the "Unified Sewerage Agency of Washington County, Oregon" b) 25 pst snow load plus drift foods adjacent to roof top units 1, , ev 9 9 Y work is proceeding in accordance with the Design Documents Construction Standards Appendix V g or other protections. Drift shall be calculated with s._, i.Q,F' 4 t per UBC b) Below Grace Ductile iron with mechanical pint 4.4r,Appendix chapter 23, Division 1. 3. WATER CLOSET (WC-2). Hpndicop floor mounted flu. h fittings anal thrust blocks at each change in r- The p g Silt barriers shall be installed concurrent with grading They shall S tank, direction. W:' purpose of Engineer's visits to the site wall be to enable white vitreous china. American Standord "Cadet" elongated Engineer to provide for the Owner a rector degree of confidence that be installed downhill of all graded, filled, and stripped areas and 2. LATERAL LOADING: 2108 40$ with solid white, molded plastic seat, open front, n � the completed work of Controc tor(a� will conform generally to the across ou concentrated flows. Where flow will enter the less corer, with selfhate, pin l 01 3• SPRINKLER HEADS X15 � sustaining g sonite 10-65 or .. Design Documents and that the integrity of the design concept as storage/trevlrt ent pond, provide o silt barrier around the pond. Silt equal Church, S erzler Supply barriers can be hay hales or a silt fence. a) WIND: 80 MPH Exp B. Include effects of local areas of q P pp y with stop. a) Manufacturer: Star, Viking, Reliable Grinnell reflected in the Design Documents has been implemented by discontinuity ' Contractor(s) On the other hand, Engineer shall not, during such y Per UBC Table 23-H or equal. rn r- 4. UR114AL (UR--1). Handicap wall mounted, white vitreous china. eq a Star used for selection. ly Ik visits or as , resul of such observations of Cantroctor(s)' work in All catch basins sr,all be covered with filter fabric and a gravel ~ progress, supervise, direct or have control over Contractor(s)' work ballast b) Seismic: Zone 3. Include all dead loads as noted above. Americon Standard "Trimbrook" water saver 5:61.01 7; Sloan 4. TYPE to Tension only bracing shall be checked for 3/8(Rw) times the Royal 186 flush valve. Provide with K•- r r nor s'rall Engineer hove authority over or responsibility for the 2 h ,age.s. means. methods, techni ues, sequences orconstructionThe erosion control facilities shall :emir, in place and be maintained calculated force. q q procedures of msin good condition until all disturbed soil areas are 5 LAVATORY (LV-I): Handica wall mounted whit r a) Star Mode "E" in upright model and brass selected by Contractor(s), for safety precautions and programs c j Roof biotin S e vitreous .- P 9 permanently g provided including, china. American standard Lucerne" 0355.027 with rid drain finish. incidental to the work of Contractor(s) �x for any failure of stabilized by installation of landscaping, seeding, mulching, or 9 System- Bracing shall be g � cV '• Contractor(s) to comply with lows, rules, regulations, ordinances, otherwise covered and protected form erosion. tension and compression struts and all connections to resist anal Moen 440C t,,pply ,`fitting, cast brass tea and flexible i^' applied lateral loads noted above. Effect of eccentr"icities at P 5. FIRE DEPARTMENT COINNECTION W codes or orders applicable to Controctar(s) furnishing and performing all connections shall he considered. Deflection of the supplies with loose key angle stops. 10 I their work. Accordingly, Engineer can neither guarantee the SITE CLEARING AND STRUCTURAL FILLS Mounting: ADA recommended height; exposed piping to be d W of resulting diop,'+rogm shall be calculated and limited to 0.005 a) Manufacturers: Potter-Roemer, Elkhart or equal U r,,r 0 performance of the construction contracts rn Contractor(s) oar assume times the wall HEIGH1. insulated with "Handy-Shield' by Plumberex Specialty Potter-Roemer used for selection. I-- ' responsibility for Controctor(s)' failure to furnish and perform their Excavations and fills shall be in acc,,rdance with the soils report Products. U (0 work ir, accordance with the Design Documents, prepared by Carlson Testing, Inc. (hereafter referred to as "the Soils c V Engineer"') report y 94-1845 dated July 15, 1994 6 FLOOR DRAINS b) Type: Po-ter-Roemer Series ,,760 two-way Z 16 cel IM s 13 'f01LE:T ROOMS: inlet with required the r -- W • � O q ends, bass REJECTION OF MATERIPLS AND/OR WORKMANSHIP Any material found not to Remcve vegetation, improvements or ob3tructsons interfenn with a) Floor Drain (FD-1): Smith Fig, 2005- A with tea plugs with choirs, those cover sleeve �= L N i meet the specifications xhall be removed from the site immediately. g TYPICAL ROOMS. p and identification plate Acover le W e tY installation of new construction. Removal includes stumps and roots 1 Provide vinyl floors and 4A" high wainscott Cove floor vin to primer connection for 3" Improper material already installed or materials improperly installed y1 pipe, and 6" diameter W � Stn the topsoil to a de wall nickel bronce strainer head with sediment c) Verity regcrrement and location. Z shall be removed and replaced at the contractors expense If the P depth as required to remove all organic contractor so elects, individual situations will be evaluafe(l for material or otherwise unsuitable material to a depth specified by the bucket; Priming Valve; Precision Plumbing d C Soils Engineer. 2 Provide exhaust fan on light passible acceptance if certain modifications as determined or 9 g t switch per code requirements. Vent products P/N-PR-500 to the outside 6. WATER SERVICE: Pro nde water service from firs: X Z 0 r approve by the engineer of record are made. The contractor will be service line with double check backflow pre enter W ro, billed by the Engineer at the Engineer's normal hour) rates for an Structural fills sha!! use materials o b) Floor Drain (FD-2): Zurn Z-127, for 4" C) e 9 y v pprove�i by the Soils Engineer 3 Unisex toilet rooms shall have privacy lock. p+PP in waterproofed underground precast concrete vault OQ 12 0 (- lime spent evaluating ar.d/or redesigning for such occurrences and shall De placed in uniform lifts not to exceed 8 inches loose connection; dura-coated cast iron body and with three (3) foot diameter water tight manhole. �' fx' � thickness with each lift thoroughly compactor; to 90 percent of maximum 4 Provide sanitary n internal dome strainer. No trop required g C)0: 3 y W_ i density as determined b I y apkrn dispenser and disposal unit at womons QZ C a 1 6 The following shop Orowings shall be submitted to the Engineer anis the ?' y laboratory compaction test ASTM D 1557 The and unisex room 7 APPURTENANCES Provide all values gages, flow •` Buildina Department Contractor shall employ the Soils Engineer to monitor the fill 7 DRAINAGE PIPING , 9 9 switches, M alarm bells appurtenances for o complete system. i 0 of placement 5 Provide floor drains where noted ML) U a Reinforcing steep layout and cut sheets for concrete and masonry Where existing fill materials exist (see soils report), over excavate a) Underground and ', -w feet outside of building 8. SHOP DRAWINGS: Submit shopdrawings to M AT HANDICAPPED FACILITIES: structure. Standard-weight cast sips with 9 governing authority O of all footings down to natural undisturbed soil arid backfill with an for approval and the Engineer for review. b Structural and Miscellaneous Steel engineered fill. "No--Hub" joints More than five feet outside of to 1 Lip at toilet to be 17 inches above finished floor building structure, Hub and Spigot concrete If weather permits, fill material may be borrowed from the undeveloped sewn pipe, PVC Sewer Pipe or ABS Server Pipe as ' c. Pre-engineered Steel Building 2 Provide 1 1 4" diameter portion of the site. Excavations for the born material shall be / grab bars as shown on pian. Bars to be approved by plumbing code. Ten feet each side D. f 1/2" clear of wall and shall be 33 to 36 inches above floor. of underground waterline or through all fill d Skylight;. approved by the owner and engineer and shall be in accordance with UBC of us where pipe carrot Chapter 70. 3. Lavatories to hcve approved clearance and p P a t be set or. undisturbed Engineered calculations stamped by a registereu engineAr in the st ite protection of hot earth Standard-Weight cast iron with 10-Hub" of Oreg,?n shall accompany all shop drawings which require design Material placed directly behind walls shall be free draining granular water pipes Provide approver) lever type handles, joints. by the supplier or as required elsewhere in these specifications. moteriol as approved by the soils engineer. The layer shall be a 4 Door to have lever type honale. minimum of 12 inches wide and shall extend from the footing to within b) Above ground waste: Standard coast iron with SPECIAL REQUIREMENTS FOR HAZARDOUS MATERIAL STORAGE ROOM All shop drawing submittals received are understood to represent the 12 inches of the top of the wall "No--Hub" joints. 1. VENTILATION REQUIRED: 1 CFM/ SOFT, �_. proCict which the general contractor intends to provide for the 14. Insulation in walls and ceilings to be standard density fiberglass or _ project. With that anders!or,ding, the contractor is expected to check DISPOSAL OF EXCESS AND WASTE MATERIALS: Remove waste materials, e Under FLOOR AREA. SYSTEM SHALL OPERATE + driveways if less ih;an 3� beton finish E CONTINIJOhSLY. the shop drawings prior to submitting Them to the Engineer Submittals including excavated material, frost^ and debris and dispose of off the facings,s specified by the owner All insulation materials, including A MANUAL SHU1'-•OFF CONTROL SHALL M not in substantial contact with a wall or ceiling covering grade: Cost iron with "No-Hub" joints. _L BE PROVIDED OUTSIDE �!1 shall included evidence that this check hos been performed Owners property. shall have a flame spread refines not to exce-,d 25 and a smoke density THE ROOM ADJACENT TO THE OVERFLOW ACCESS DOOR.THE SWITCH SHALL BE OF THE BREAK GLASS TYPE AND not to exceed 450 when tested in accordance with UBC Standard No. 42- CLEAN-UP: Fill all holes end depressions caused by work under this d) Vent: PVC sewer pipe as approved by code. » Shap drawings which are submitted will be reviewed by the Engineer far 1 SHALL BE LABELED VENTII,ATlON SYSTEM EMERGENCY SHUT-OFF" general conformance with the design concept cf the contract. Compact all fill as specified for structural fills unless SHALL BE MEET REQUIREMENTS OF UFC 80.301 (M) g P project and general p x compliance with the information given in these contra,A documents The approved otherwise. Reshape and contour the areas to conform with, the 15 Fire +call shall ,,assist of steel studs spaced at 16" o c. with two 8 HOT AND COLD WATER ,.,. contractor is responsible for dimensions, which shalt be confirmed surrounding topography Leave work site in o clean and si htI 9 Y layers 5/8" T e "X" G sum B00rd 2. DESIGN N Yp yp each sic'-. Bose layer applied (, TEMPERATURE 50.F. COOLING NOT REQUIRED. ��•' and correlated at the job site; fabrication pro-Messes and techniques condition, free from litter and dt:bris. vertically and attached with 1" long No. 6 drywall screws at 8" o c. a) Underground 'f of construction including temporary bracing and shor'ng, coordination g d e "L" soft drawn Face layer applied vert+coll+, or Horizontal) with ccpper with no 3. NO PLUMBING FOR WATER SUPPL r' ALLOWED, EXCEPT FOR TMs, of his work with that of ell other trades; and the sratisfoctory UTILITIES: PVC pipe shall be installed in accordance with ASTM D 2321 Y }dints offset 16 joints or type "K� hard tempered CJppRr with FIR P Z inches minimum from bvse layer and attached with 1 5/8" long No. 6 wrought high-temperature solder joint fittings E S R!NKLER SYSTEM. performance of his work. F rcc�dures and in accordance with the Sots report. Trench backfill drywall screwq spaced at 9" o.cY Q shall be compacted to 90 percent of the maximum dry density obtai,iec: and silver solder, J ` U 4, FLOOR TO HAVE LEAK PROOF MEMBRANE. EXTEND MEMBRANE -- �'" Z 7 TESTINr, Testing shall be provided at contractors expense for the from ASTM D 1557. Lift thickness shall not exceed 12 inches. tt;. The rolling fire doors shall be manually operated sloe! Fire Doors. `3 RAIN DRAIN PIPING TO TOP OF CURB. following They ore to be labeled by the Underwriters Laboratory for 1 1/2 hour Repair all settlement o1 pavement over trenches within warrantyperiod C>n P rating or furnished with U.L. oversize certificates where the opening 5 SPRINKLER SYSTEM DESIGN AS REQUIRED FOR H3 AND H7 = W A. Concrete: ct no oddltional cyst to Owner. exceeds the labeling size. Provide thru wolf fusible li:nk to activate a) inside Building and to five feet outside of OCCUPANCY - t7 I. For each class of concrete: Three cylinders shall be made for the automatic closing device Building: Cast iron with No-Hub joints. Q = V PAI-I MENT SECTION: Traffic and all truck use areas shall have 3" _., ri compression Strength testing. Samples shall be token not less than inr_he:. ;.f asphaltic Concrete over 2" of 3/4" minus crushed rock r 6 THE TRUCK DOCK PIT SERVED AS THE OVERFLOW CONTAINMENT > Do once 3 day, oar less than once for each 100cy of concrete, nor of 2" minus crushed rock base Parking stall and walkways shall or. " 17 Miscellaneous steel shall be ASTM A-36, welded with E70-XX electrodes. b) Outside Building: PVC piping as approved by �� t� tel FOR THE S_...ONDARY CONTAINMENT SYSTEM A �� less than once for each 50003t of surface area of walls and slabs 2" asphaltic concrete over 2" of 3/4" minus crushed rock on 6" of 2" welding shaft be performed by AWS Certified Welders. All bolts to plumbing code. CAULK ALL W "_. Lal r. One additional test Cylinder will be taken during cold weather minus crushed rock base. be ASTM A307, unless noted on the plans. JOINTS iN CONCRETE SLAB, INCLUDING PERIMETER. � I;.. w concref.inq and cured antler the some conditions as the concrete it c) Under Driveways if less than 30" below finishAd 0 < 00 Fn 18 Light-gage steel framing to be manufactured b An eless Metal Systems 7 ELECTRICAL SYSTEM SHALL BE PER THE ELECTRICAL CODE. O Q C.a Z represents. Samples shall be taken and tested in accordance rrikh Where indicated on the plans, provide on approved filter fabric under y 9 y9 grade: Cast iron with 'No-Hub" joint;. or equivalent. All steel Sections to nonfarm to ASTM A568 Use site, U a. �, O d UBC 26-10. the base rock. Filter fabric shall he 33 mil woven fabric with burst type, gage, and spacing specified on drawings. All light-gage steel 10- NATiJRA,L C'.A PIPING $ STANDBY POWER SHALL 8C PR .- -- 9 S PROVIDED FOR VENTILATION SYSTEM, tY One slump test shall be taken for each se+ of test cylinders mode. strength of 600 psi and weight of 6 oz./s.y Mirafi fi00x or equal framing to be primed with rust-inhibiting primer or to be formed from ALARM SYSTEMS AND FOR THF CONTROL. VALVE FOR THE TRUCK �� � Q Z . f� Q Provide two, foot overlaps and install per manufacturers instructions, steel having a G-60 galvanized coating; galvanized is required if PIT CATCH BASIN UJ fly i/) }C, B. Structural Fill: al Above Ground: Standard block steel with Ley Q, Z (� EXTRUDED CONCRETE CURBS Provide extruded concrete curbs as shown on specified an drawings. malleable iron fittings. f� A tL4 1 Fill shall be tested in accordance with the recommendations of the the plans. (L W) IZ �.1 ... 19 Pipe and duct penetrations through the fire walls shall be sealed with F- (� Soils report or of a uollfied b) Underground- Standard black steel pipe with cp q geotechn�cal ergii,.ee• who is rOnC►C1e shai! be .3000 Dow Corning "Fire Stop" or «quivalent. Ducts shall hovF i 1/2 hour, _ � monitoring the fill operation, - p3i minimum 28 days welded fiJino,. O rated firms dampers. d. �_ � Nat a Ia. to CL Provide score lines at each parking stripe or cit 10 /t. a: maximum 20 All gutters and down spouts shall be min. 24 o, a alv. steel. The c) Anodes: One 151b magnesium anode � � $. INSPECTIONS All construction shall be subject far control joints g 9 g per each l0U je to inspection by the bottom five feet of the down spouts spa!! be cost iron. AN mown feet of underground piping; attach with #10 �� REVISIONS building official In accordance with UBC Sec 305 in oddifir,n the spouts shell be connected to the storm drain system or dry wells as Copper wire to coupling or other fittings. G S ONS following Special Inspections shall beprovided. PAVEMENt MARKING Traffir marking point to conform to AASH TO M -L4f� indicated. .�.•,,,,_ UBC Sec. 306.; +n accordance Type IIIF Fuller O'Brien "traffic Line Paint" 382--12 and 3112-15 or equal. d) Installaticn rag recommended by serving _ DATE pY 2.2 HVAC, plumbing, sprinkler and electrical systems are to he designed by utilities. 11_16_94 U C rhforc%CRF TI=: During the taking of test s�� •s and Placing of the contracto, in accordance with applicable codes and the rrai'hfvrced concrete. f'roaaure wash paving surface and blow dry wet areas prior to applying requirements of rhe Fire Marshal. Note: No water piping shall he I1 DIALECTRIC UNIONS EPCO; all crannectiana between copper on R's CII-2'4-95 LU paint permuted In the iazardous Material Storage Room (except the fire ferrouspipingPP d REINFORCING STEEL: Inspect for conformancai to plans prior to pl��r inq ,oppression system). concrete. Place temporary barricade to keep vehicular traffic off striping until paint is dry. 12. AS-INSTALLED/RECORD DRAWINGS: 14. GEOGRID a) Maintain a marked set of prints on the job site b, not apply marking point when the wind velocity exceeds 15 mph. for the purpose of recording all work o` the WELDING: All stnir,tur+al welding, including welding of Reinforcing Geogrid Soil Reinforcing: The geogrid material is used to reinforce the Mechanical Contractor as actually installed. DRAWN: RLU steel. EXCEPTION When welding is done in on approved febricofor's Spray apply Paint with clear cut edges, true and smooth alignment and s+ail. The rnateria!s and installation shall be as follows: Record off piping by dimensions from grid lines, c snop, as defined In UBC Sec 306(g) uniform wet film thickness of 17 mils with variation not to exceed 2 befow-grade, above-grade, etc inl.,HECKEQ: JFB Milo, Lines shall not vary from true line by grhoter than 1/2" in ten _ Materials A feet. . . ADATE: 0909-•94 HIGH STRENGTH BOLTING Uponr;, cppletic„' ur bac,ng, verify the mir+,murT, b) Deliver record drawing to Engineer promptly upon 1 Geogrid shall be a regular grid structure of select high density �O� NO 9343 spec•irfed bolt tension for a rrnnimurn of two halts per connection or completion of the project. Cover misplaced marking paint on asphalt surfacras with asphalt polyethylene polypropylene resin produced by The Tensor .....�».�...,��.... erri-ilsign, Corporation. Type and length shall be as noted on the drawing,,;, FOUNDATIONS: The bearing surface under the footings shall be irypra,-r..j by a qualified Geotechnicol Engineer Prior to placing concrete All parking striping shall b± 3" wide. 2 Backfill material shall be 2 inch minus crusrred rock. Place in B _ inch maximum lifts. Pacific Hwy, 11655 BUP 95-0055,SIT 94-0034 4*0 14 of 17 If this ilolice appears clearer Ih;rn the document, the doc(imenl is of imil-gin;tl quar.t3. ilililililili ��1IfiI�ttlllr IL� I1I1I1I ijllilill111111 IIiI I��i�:Iii (II�iI��II�I� i illlil� �il�Iil��Ililili�ilili i ilil��i�►IiII �Ii��I���IiI� �1c1 ��Ii�!;�Ii INCH At.16E NI CN •r. 24X f IIIlI!!hll}Ii}}i} Iii}III}i 'i1�111f1f�. �fiif�fl�(�t • ,^fill lif1I11!} iNiiIllliiillllilflllliilllllllll�IIIIIIfIIIIIIIIIIIiiIl1011lillllllilllllllllllllfilllllllilillililli111 IlllllllliW IIIIIiillifllllf! (illllilllil(iI111� i111�i11ilillllil�tl •, s MM "' (nlfn}11 DOWELS MAY BE FIELD 6•'xb" CUNT C,uNt- ;:tJRb _ _�, STEEL COI_ �• V 13ENT ONE TIME WITH STEEL COLUMN 6" CONC FLUOR SLAB W/ (1) 04 CONT r 'w9Y S B M U LARGE RADIUS BEND. & BASE CONN. SEEPLAN FOR REINF & #4x8 DOWELS O l4" -, T.Xil S TING.; \' % BY STEEL BLDG \ _ 1, 2 -4" I *AREHOU ,F MANUFACTURER1_00'--0- (T_O_P Of BEAM ) C 6" CONC SLAB W -r v OF Mf MBR AME a i #4 O 18" oc TYF c0 A.B 3U' ___.-- _-- -- . _-SEE DETAIL "/6 3" \ • -__.____ � O ® #4 HAIRPIN x 10" EXISTING PILASTER BEYOND T' IJ ` 30' " w cj EL. 100,-0' ,�;0 2' RAT- • 4 �•� OP OF SLABl ABr+�.. i=X15T1NG BUILDING WALL • NI & TYPICAL \ ROJECT 14"0'(U ' - 14� ---- -_ EL. 100'-0_ _ 8"x12" WIDE TIE BEAM W.... _ _. ._. _-.. W t p� �a v�' z _ _ - _ F• 41 h SLAB (e 1 5 CON T l4.x " W1f:E GFAGF BEAM � / v, EXIST. FLOUR SLAB # (STANDARD < W j' (8) 06 CON 1 " HOOK O END.:) d I I #4 O 18" oc (LAP 24 O/C) 0 _., t f l INFILL WALL O EXIST OONDOWS CON(: O 04 12' oc EW ON 4. G 1�� U f rLUOR SLAB IJOWEL TO EXISTING WALL VV/ > f c.� Z _ ' (4) #6 T&6 SPLICE TOP BARS #4 10 12" oc. ALL SIDES. �- *- �'�`" O COLUMNS ONLY (i 6') EMBED 6" MIN ��c a y� �t:XISTING SPLICE BOTTOM BARS IN MIDDLE 1/2 24"x2'-4"x5'-0" FTG, BASEMEN yy.L ►- �� OF SPAN STAGGER SLICES 4'-0" MIN, j4ftq.- X - GRAVEL OR AS APPROVEC �`'~zu � x 2' 4" " X" 3" CLEA BY GEOTECH. L�7 + �+ =1=' i_ppz Ilk u 1� ORIG GRADE X 2'4. / 8'-0it COMPACTED FILL-- _ _ p ►-u .�N n NEW ':OMPAC TED FILL ,R ___ __ _ �' ���. _,;r j o rn INDER GRADE BEAM "GEUGRID" SOIL REINFORCING j__ _ r€ V M SEE: SPECS FOR OVER PER SPECIFICATIONS ` O 18oc. SEE SPECIFICATIONSz`^ Zn�cN`�� i EXCAVATION REQUIREMENTS EXISTING FOUNDATION WALL " ! � ILA z g - ry � 4 W� FOOTM TYP "A� ® 1 ��. o » 1.. 1'_4" Ve ,lrwa �'aa 1 EAST WALL GRADE BEAM DETAIL �-S;q o 3 EAST WALL DE FAIL @ BASEMENT NOTE: 22" 6" CONC. SLAB ..r A.B.'S AS REVD (PER 8 IL 12,. . Uv) � z rn METAL BLDG MFGR) ,-� �` , SEE DETAIL e•z ;,� I - 8' CONC WALL W/ 8" CONC WALL W% #4 O EA WAY ON E #4 ® EA WAY ON � NOTE. N t0 �— AB'S ABOVE (AS REO'C � NOTE- �= 1 � PER METAL BLDG MFGR) \ �/ E (AS REO'D 8 O 11 GT (3) 3 TIES O 3" O TOP OF PIER I AB'S ABOVE. % ►-t R ME;AL BLDG; MFr,R) RID) V < w W) (G, �6> _ tD • / #3 TIES xm BLOCK OUT - TO BE + I vi P-) ^ +, 8" CONC. WALL �` + <1 -�- - 4 l OT oc________ STEEL CO - � M SEE DETAILS ro TIE - SEE d.a - - _- - -- --- --- (I p) #'i VERT L-1Z/ POURED AFTER ROOF � z ca� � O ,� � IS IN PLACE E COLUMN, BEARING PLATE xz A & A.B.'S BY METAL BUILDING STEEL COLUMN, BEARING PLATT: & A.B.'S BY METAL BUILDING W LY ' -- - (10) 05 VERT - SEE �° #3 TIES x 4`� MANUFACTURER X ^' r O 10" oc CONC. FLOOR SLAB l;! 2 4 SEE FLOOR PLAN MANUFACTURER [V � FIN GRADE (4) #6 VERT '� 2" NON-SHRINK GROUT r #3 TIES ® 10" oc: SEE / `� _- _ _ --- \y 5 N l -`-1 I� �] WLn C� C� L4j C) • -- -- -- GRID - - - - _ _ _ . is o _ -- Qz 0 � N w O ccmuu cc � 8" CONC WALL W r W USE 2x4 #4 O EA WAY ONEcc • FOR KEY I - Sb' SUUAkE BLuCKOUT L I (5) #5 E.W., ® BOTTOM POUR AFTER ROOF �J a E PLAN _ 4 CORNERS STRUCTURE Is IN PLACE. = f NOTE: ALL FTGS TO BE ON ORIGINAL, TYPICAL PLAN \ _ UNDISTURBED SOIL OR NEW 5 i _ — COMPACTED FILL- SEE DETAIL 6.2 M y 10 CONT, FTG TYPE+ "Hl" 5 1 —_---._—_.__ _ --- -----___—__ _�__ ---_ —PLAN _3" �\SEE DETAILS e s z P TER WALL PIER DETAILS (SECTION) 5 PERIMETER WALL PER DETAILS (PLAN) 6" ELEV. 100 —0 6 INTERIOR FOOTING DETAIL 7 PLAN @ BLOCK OUT 8 ... 0 TOP OF CURB #4 x r-- -_') ® A.B.'S 4 OF C,OLUMN--`— 4 COLUMN A.B. - SEE z /w BUILDING MFGR'S SLAB ® CURB ELEV. 99' 6" WALL BY S 8.M \ DRAWINGS. © V (2) #5 CONT � \•.� ' _ � r ? \ \ O DOCK WALL LOCATIONS L 2 1/2x2 1/2x1/4" W/ cu 3 /1 x 3" 6" HIGH CONC. CURB ANC' S O 24" OC z t; < W V U ! � • W/ (2) #3 CONT. _ , U J� _ 6" CONC DOCK SLAB W z 6" CONC. SLAB W/ #4 cgs 18" oc, EA. WAY � ROUGHEN EDGE • �. 3%4" CHAMFER la1 u c,J N d n N. GRACIE 6" DOCK SLAB W% w N 4 G� 18" oc '/ '#4 J/ � y # • • ® 18" oc EL. 100'-0" — _ V SLOPETOP OF SLAB - \ O Q �J1 a tY C�► FOR BEAM, CURES & SLABS SEE / ~ TOWN 0 \ 63 _/ _- U 12 (n C) o G `(2) #4 CONT. or W R-. z `h v �f4 HORIZ O 12" oc EQ E J !p U Z f � 3 c� c� - _ ` F----- 8' CONC DOCK WALL (�l 0 z d Q EACH WA Y © tl� � �] m t� NOTE. O CURB O CL BEND VERT BARS tL tr) f.. Z #4 VERT O 18" T O WALL / --,,, #3 x 1T DOWELS 2'-0" INTO TOP SLAB 0 t0 Q < ' m � ' PEND TOP 24" TO SLAB EXTEND TYP SLAB ` Y � � } _ a PEND BOT 12" TO FT" EL VARIES REINFORCING THROUGH ` O 24` /C V > r G _ .- USE 2x4 1OP OF' FTG GRADE BEAM `�,\ � Q,. f-- 'Q tl. Il 6.,, FOR KEY", tY- N BACKFILL PER SPrCIFICATIONS 9" CONC PARKING Sl.4R REVISIONS _ _.___.__ -, i • _ ".�-'.1 ._ 2" CLR. -� (4) #6 T&H PLICE TOP BAFiti - ____ � % # O COLUMN; NL`' (t 6') W 4 'O 18' oc DATE By - • • • SPLICE BOTT0 A EARS IN MIDDLE 1/ 2 OF SPAN. 5T GGERI ,E S 4'—U' MIN• ___ SL t N #4 DOWELS 012"oC. & 0/9-09-94 RLU _-_ _ __ -._ _ _ _�_ _..---. __ __ (24" MIN LAP W,' __.____ __ _-- - _-- _ 11--08-94 RLU 3» CLR CONTRACTOR NOTE, WALL STEEL) _� - .------ SHORE WALL BEFORE `-'� _ 4-9 RLU (4) #5 CONT O BOT �.�4 BACKFILLING & UNTIL 02-17--95 RLU 8 -_ -. AFTER SLAB HAS BEEN USE 2x4 FOR KEY '� POURED & CURED. OD 3'-3" ORIG GRADE 1` COMPACTED FILL .x --- --- ___ I DRAWN: +iI.L+ NOTE cv i CHECKED: ,,Fe ALL FTGS TO BE ON ORIGINAL, �' •• DATE: 08/24/94, UNDISTURBECOMPACTED SOIL OR NEW 5 SEE SPECS FOR OVF�R " -_-._-_�.___.___.-----.____.___..... AOR NO.: 93437 COMPACTED FILL. SEE DETAIL (__5 8"x18 CONT. FTG � 2 EXCAVATION REQUIREMENT; w/ (2) 05 CUNT % 5" 8" 5" I' REF.: A420 11 70" NOT USED 9 wALL FOOTING TYPE "H" 601 momPUP95-0 511655 1O FOUNDATION WALL @ LOADNVG DOCK 11 DOCK WALL DETAIL 12 BUP 95 0055,SIT 94 0034 _ 15 of 17 If this notice appears cic:u'er 11+nii 111e docurrnent, the documei)l is of m:u-�inal r_lua';ty, 24X ,I� �f11111 � �{I��l�l Ij Ill IIIJill Il t I[I1I(I1I1I1I I I,1111!ill Ill till 'MOM a C1111111111111111 i�I�I�I I I�I�Ijili�l�l l i�l�l�l �l �l�l l �l�I�l �I�I�I I {�l �l�l�����I {i�I���������� �. ��� # ,�. � ��I�i�I�►jI Df�lllllnl,fff�f,ll fffflftiflllil�nlilf gill ffft If llff filf�ffli fill�IllllllfilIIIiIIIIII!!!lIIIIII!nIIIIIIIIIfflnffllfnlllillllflllln'!IlIInIIIllllllllllllnll►111n1llnnlf�ll fuflnlf fffllfilllllNlllfl ili11lfif llNrfltllli�i (t 1 i ►�nlirlif. x a is - a.. . : l,:".4•s' "Y'•,; !;,, �.,. , ,.:, . ,, :'• ..rid' ^k1`' k a.. .w. .:f S.. A;* til 7.....t■'ierg_ r_ .. _ - -. _,,. ... ,. ' ja,•, - '�•.. �y�� t.... .. . -� .i C. .. F.h•,.� � -c t. '� '!" ,d, r r I URB TYPICAL 4 0 (-,ON(- -)'LAB (EL 101' -b"1 .. �� 8" CONIC FNDN WALL. SEE /--�--� & - FOR R b 1 \ 6.1 / f_INFORC(NG •.\ _ N 5'__ 0`LANDING 2 HOUR WALL N z METAL WALLS ON EXISTING DOORc CONC FNDN WALT. ? + SEI'ARATtON WALL ( NFA 6" CONC. LANDING SLAB �OPENINC; C17NC SLAB (EL. 102'-0") }Z--b. 6" HIGH /"—W,/ 03 O 18" EW ON CL CONIC CURB - � ; � ,_ _-- - --------- � ZURN TYPE "Z-127" _ -- - - -- DO R W _ • t • • • ti 8 DECK RECEPTOR, a EKISTING 1 VERIFY W DRAIN - BUILDING < `v) , A , a� FURNISHED A ry 1 f 6 I r i • � 1 .� CONC RAMP ,LAB I" W • • • '��� _ TOP CURB \STEEL STAIR & LANDING > `` — --------- \x Y P18v / yy A °" W Lo -: • \.J �P4 X ,01 J1 ___ __1S?.� METALAll CONC WALLS WALL I 44 Al_ I 24X � b �'�4+ g TYPICAL t, 0 >� L2 12"x36" WIDE CONT CONIC FOO PINGS. SEE --- dc �`14"o DkAIN TO '-RUCK c 'f DOCK FNON WA(_t SECTIONA--A 0" RAMP _ W til STEW N WALL FOOTING DETAIL, 1 OVERFLOW DRAIN DETAIL «r ' E AIL 2 CONIC. LANDING DETAIL. >�� � ��� BEND VERT BARS IN FO STEEL RAILING A 4" GRADE BEAM & A CHAMFER CHAMFER /SLAB (2 MIH ) ��- i SEE SECTION -- EDGES / CURBS ABOVE c' 2 5 "--♦• �� EDGES , 6" CONC WALK W/ w- _____ _._ _ N4 O 18" OC, E.W ! � _ TYPE "H" FOOTINGS 'n -(2) X14 CONT A TOP — 0 0 � % - - { 2" CI.R "S" HARS (2) #4 CONT TOP EC;�IAL ! O -� I 1 W W) #4 O 12" 0/C � r- - i -- -- - �- - - - _ - - _ _ _ - ._. _ 'a f-- � BACKFILL W/ CLEAN �► _ ! _ - L �- , . . _ Z c`"1 00) O GRAVEL _---- 1 V` `O DRAIN HOLES �,., BARS BACKFILL W/ CLEAN 12" ���. ' O L' 0/C. LAJ MRX. --_ MIN GRAVEL � .7 �..� M1N �. ---► ! Ix f� pC W 10 FNDN WALLS & j 10 11� �_ \ -"`- --- �. "S" BARS Z � � w M• ! FOOTINGS. SEE -------- ----_�_._._-__-- _ "S" BARS -� _�4 "-.I- ✓ �-� �-- CONE FLOOR SLAB Q i r __ N CONC SLAB . ___ L r a _-------- ----- ---� - , (.3! #4 CONT---_� 'v �(3) N4 CONT TYPE "A" �! 0 O� Ii.I � 0 � 40 _ ____ ___ , FOOTINGS =- f--2 SAND BED - -"- --___ ___ I LL 4 - - �-6 Mil. VAPOR BARRIER - Co 0 1 o Ix O ' r c 0" 8" Q Z p M COMPACTED FILL M- �N,� ,- . _ W" _ CONC SLAB m� U O P NORTH RETAINING WALL RETAINING WALL 4 CONC. WALK fn _ _ _ _ 4 _ J TYPICAL SECTION _ .�. _ _ _ T I a • RETAINING W � ' COMPACTED FILL PER I __ � ALL-SCHEDULE SPECIFICATIONS REF "H" � W°' �" BARS "F" BARS __ BOT. OF FTG TOP OF WALL. oic� A VARIES 3'-,0" X14 O 12" O/C #4 0 12" 0/C 94'-0" I VARIES 100'-0" TO �Q� 102'-0" 35' FROM END 1 1w B _F' 3'-10" y4 0 12" U/C #4 O 12" 0/C 95''-6" 102'-0"I PLAN s� FOUN ATI N ff LC 4 _6 3' -0' 4 O 18" 0/C k4 O 18' 0/C�- 96' 6" 1012'-0" - �__�__ 1 NO SCALE NO SCA-E 1 ,L, i'-0" Li 1/4" 1' 0" FOOTING FILL DETAIL 5 UNDERFLOOR DETAIL 5 LOADING RAINS RETAII�N G WALLS �� RG ED Eti�:!�:. AGED S.W. CORNER PLAN 8 I 6 Z DOWELS TO MATCH L HORIZ. REINF, SIZE L a: 3 'vERIFY IN F1EL _—�- & SPACING (TYP) ' EXirTtNG BIIILOiNG � •- f� F 71ES 4d ®AR TOP OTHER -� (=,9 W a HOOKS �U SIZE 9ARS BARS NOTE Z (, 0.S F. - �.. 135' HOOKS #3 21" 16" ----- OC � N t/) WU W h j J � 1�4 28 2?. -#5 VERT. --�' _ 1-#5 VERT.---- l.. vy � ou L 3x3x3/8xO'-8. 5 35_ [7 U Cj - O � UDC HORIZ. PcE)NF. HORIZ REINF --- 00 � 42 ._ 31 U �" W � 0 z PER UE.TAIL-- f� CA PEP DFTAIL , #7 63 48 Q � 0 � C r, 90' HO01N �8 8� PER BLDG MF ., 63 - W V1 lj) X ��-- - ... -- -- N #9 104 80 O ul ® m 0 � � wog � I � Lo , 1/4" `,I N�; Yc BAR SIZES D 4( p 09 �► t _ LE LA R __ _ O o 2 - #3 THRI,' #8 _ 6d �" F-- Q Ll. G. La. iI -- t9 THRU #11 $d + ! I I ry L C OWELS TO MATCH I - 1 180' HOOK -j' o *- #14 THRLI # 18 10d REVISIONS i ( HORIZ. REINF. SIZE -___�� -------- '- I ( J & SPACING (TYP) I d = DIAMETER OF REINF. BAR I DATE �Y = MAY NOT BE USED IN i 7 4d ® 09-1'19•--94 lU c --t c`f""_ "--------- (4. c MASONRY WALLS .i \` STEEL COLUMN & LAP PER SCHEDULE 09-_3_0-93 L� `-ANCHORA.GE BY _ ABODE UNLESS DETAILED-- ` 11-0$-9 / LU A OTHERWISE. �`' -�' ' METAL BLDG MFGR J Z--#5 VERT -- -. 01 -24-9'S LU - NUMBER, DIAMETER AND —.--._ 6p , SPACING OF ANCHOR :.-;MI5 VERT � _ � BOLTS AS SPECIFIED BY S / 1" OR 1-1/2d OR 1 L�24 BAR DIAMETER E END OF GRADE BEAM E?UtLDING MANUFACTURER 1 -1/31 MAX AGGREGATE FOR CONC. (1'-6" MINI 6 MAX SLOPE DRAWN: RLU do OFFSETCHECKED- d HECKED- A�B NOTE'- TOP BARS ARE HORIZONTAL REINFORCEMENT, `SC ATE' __28Z21 94 PLACED THAT MORE THAN 12" 'DF 1 RE.SH CONCRETE IS JOB NO.:� 9,34,3-7 Pacific;Hwy, 1165 -(df-W 6" CONE, FLOOR SLAB 135' HOOK CAST IN THE MEMBER 9ELnW T'N.r ! •.-_- _ bE.V�LOPMENT LENGTH RUP 95-0055,SIT 94 0034 SF:f Fl. ()nR f'!-ARI OR SPLICE. REF.:. �20 [�)ou��E LAYEF; of 17 Ih - -- �,. _ 1•- a„ .3A3- 3 No sr,n1.E NO Sc:�LE L� TAN. @ EXISTING BI�LDiNC 6v2 CORNER 9 ANCHOR BOLT DETAIL 10 WALL & FOOTING NV"I ERSECTIONS 11 RE�3AR SENDING DETALS 12 , Alt16 140 lir If thiq nolice appears clearer 111;111 file document, the docu111ew is of marginal g11.11:ty. ;I�I `I�i � lllll�! I{III�I,i�i�l. !�1��!>}�I�III I I�I�III�!�I�III I�ILI�i� lll�l 1 I� i�lli�l�ljl'I Ili�l�tll�i�i I I �I�I�I�I�I�I I�I�II►�I�I�I � ��i�Ill�►�iII'� t ��I1�s�����: ��_#I11���1�11 C .. — INCH 'MAIC a Of t Illlillllllnlltltl ►tiIItIII,t�it Imili � if ifll it Fi tliiltlil�llli IIII�IIIIiIIIi�iIIIIIIiIIIIIiIIII�III�IIIIIIdIIIIIUIIIhi-11, iIIIIItIIIIlululilill�IIIIIIIIIlIll1111111ilIlIIIII�IIiII uillllillH►llill Iltll�li 1111#!1I IiII►tr11 tf .�l(Iir�rii I #; - . BUILDING COLUMN STOP ALTERNATE BARS //BY SBM ti" METAL STUDS 0 16" ac "W; (2) LAYERS 5/8" TYPE X /EACH SIDE OF J INT -�- �` T HA �� GYP BOARD ON EA SIDE CONC PIER O WALL ` ��� / nA�� 1w W METAL SIDING �1 u $f, E 6 t BUILDING COLUMN STORAGE IL BY S.B.M. — --- _- __._ - �," HIGH CONC CURB w/ MAMMAL I Ate_ �- (1) /4 CONT. Top & BOT 'STORAGE_ 3, 4 ' CHAMFER S " � i OF JOINT �SEC FNDN 12"x12 CONC PIER HI-DG COLUMN T - PLAN FOR LOCATION ti r s• i" HOOK ON SLAB STEEL (4) X15 DOWELS BY S B.M. MEMBRANE --SEE TYPICAL / (4) #3 TIES WAREHOUSE PLAN 4 FNDN WALL JOINT MEMBRANE - --- _ i _ _ �_ SEE OETAIc N ,f 6" CONC CURES ALL AROUND PIER 6" _ 3 4" x 1 1 ` u~�i ���� � 44 � / /2" KE Y W 11 4 6 <N z a A • . y / BEVELED TOP & BOTTOM. W _� • cp _. 1 /8' RADIUS; �— h EEVEL MAX. t 12 FLASHING L...__-__- - a - 6" CONC SLAB _` L Fi STOP SLAB REINF. EACH SIDE a�t a �_ ` u� • CONT 6' TRACK -- '.- r u i i �x • _ 6" SLAB 6" CONT. CONC. CURB u '� _ . --- 2 " RAT SLAB 10W% (1) #4 CONT T&8 7 HOOK ON FLOOR ;TEEl 4.^ : 4 Or i�' 1 RAT �f3x 0 ® 48 or, W _, a �r? +- SLAB cL AB - - COLD LD J 01 N T (C.J.) `18" LONG CAROBOA,?n OR PLASTIC SLEEVE AT CLNTER 2FNDN WALL �rd61 1/2" DEEP SAW CUT O GRID LINE ) ONLY a S10P SI AB REINF. EACH SICE WITHIN 12 HRS OF POI:RING �, � kd �WN \GONG TIE BEAM f3ETWE:EN WALLS b" CONC SLAB - SEE 8" 1 " ODE CONT �LGOR PLAN FOR • • • � x 2 Eco FTG SLAB �i�� }}.-��<����� W% (2) #5 CONT (STD HOOK REINFORCING. — _ 2 CI.EA � ` 6A Al A ..W TO PIERS AT EA END) � �� �( l�-� � ( 1� .-� (�0 � �� E3 & �� 6" SLAo°C 14"x10" GRADE HM _- _ _ �u: � ,..,� � � r ' 11 24X C D O ENGINEERED FILL - SEE DETAIL 5/6.2 U (4) �f6 CONT T&u 10 lU 2" RAT SLAB _ a 116 $� �r 4vuz p k ~� nn '' 11 (( ,, 0r� rr tt ��--ll rr tt 1 LEAK PROOF MEMBRANE WET J01MT W.J. 84 LONG CARDBOARD OR �`#Lk ru `t.v� " IS LSq a '�' CONC PIER �0 COLUMNS tJ �`� O �� Uv �v V Qv V �v �.)� 0� 1'_8" ��.� ` J PLASTIC SLEEVE AT CENTER sQrxap Y <w COMPATIBLE W/ STORE[ t41 CHEMICALS EXTEND UP °i W u�'''�Mb t E' s TIE BEAMS BETWEFN WALLS ` I� atX `" 00 \ 8"xi 2" WIDE CONT FTG FOOTING - SIDE TO MAIN fL00F - NOTE: USE LOLL) JOINTS IN ONE ELEVATION x gra A$ r J `" $a��r, a W/ (2) k5 CONT. (STD HOOK SEE FLAN DiRECT►ON & COLD JOINTS TO PIERS AT FA END) OR WET JOINTS IN THE OTHER DIRECTION. u s NO 3C4LE �' ~''tea m6 co EXTERIOR "WALL DETAIL 1 COLUMN @ HAZARDOUS MATERIAL STORAGE 2 INTERIOR WALL FOOTING DETAIL 3 CONCRETE CONSTRUCTION JOINTS N UN.�p,_ rQ�A N7 __.-..._._.__ -_,,-METAL CAP 1,,4x5.4 CONTINU�P�ic, a' -04x5.4 CONTINUOUS �" SM TRACK 2 3/4' 1 2" r2 3;'4.. - ---- - -- -- - �1 V — -- N _ METAL SIDING -. sD METAL SIDIN�:� O � „� I 4" STEEL STUD- 0 24" oc 2 1/2' _ I /2 1/2" J' — �' U NEW CRICKET, ROOF 2) LAYERS 5/8" TYPE ' X" 1 112 . METAL CAP r M GYP BOARD EA SIDE a f N C.4 .-• DRAINS & OVERFLOW � �w4xI3 FOR POST -� AINS __i 7__.. ® 1 U'--0" oc �� ►W—. �- _-- - TRACK z O Cy M FLEXIBLE FLASHING BY S B.M. x3/16 � 6 C � � Oy ami v, W • � p X w r O R 4 11 0 � Q , A STRUT E Vf S Rl T � � Z V` ' K r <� , , METAL SIDING � 0 EXISTING ' METAL .�IpIN to C3 3.- ROOF &c O -- II 1 TOP OF SLAB z � < FRAMING ( I iY ELEV VAkl S W 0 U LL f /� NEW METAL ROOFIN,_) \� ----�F- '^ I h" CONC SLAP 'W; �Q � C) ~ � SEE FLOOR PLAN PL 3/4"x8 xl' 0 0 W4x. . W/ (4) 5/8"0 W.A FLASHING BY S 8 M wo tx r -} - � I � j l 17�V V FIRE STOP - -- \� .' 1 LEAK PROOF MEMBRANE v RAT SL AB • 40 oc, MAX. EXISTING WALL `; 00l r \, CHEMICABSE ILW/ STORED = CL r: {STEEL RAMES---� 6" TRACK x u !/ 8"x12" TIE BEAM PUkLIN BY S E� M. (2) #5 CONT ATTACH ONE STUD TO ACH PUkLIN W/ (4) 012 SCREWS EXISTING CONC WALL. r,A -�- 6" METAS- STUDS W/ SEAL ALL EXISTING I (2) LAYERS, 5/8" TYPE "x" _ HOLFS & ALL PIPE M NLW DOWN SPOUT (2) 'BOARD ON EA SIDE 6" ?RACK x ;--t PENS fRAT1ONS - n 1" t,Jo» 1"=:1' - -'K� ' I twat'-D" JTD PARAPET WALL DETAIL @ EXISTING WALL 5 PARAPET WALL POST DETAIL 6 PARAPET DETAIL @ NEW WALL 7 TIE BEAM DETAIL 8 I-- 1 1/2"0 PIPE RAILS ® 14" oc --� �� m uj w 1 112-0 PIPE. RAILS i 10 112" oc -_� � W/ 1 1/2"0 PIPE POST ® T., \ J O L..! C] W/ , 1/2"0 PIPE POST 0 8'-0" oc, MAX. � ,� `�\ d V U 8'-0' oc, MAX. I I V = ? 90 V / _ -a W U W h TYPICAL / F CONC. :2L'" 01 c FAC ANGELES 18HDS550 STEEL E O >T1D5 o 16" oc I i 2 C.1. 00 ACE OCONC 0O L_O . 10 1/2. •� 00`10 ON BOTH SIDES OF ;TUFF; � G (2) LAYERS 5/8' TYr�E X' + I \ V1 n 0 z Q z z _ GYP BOARD I 10 1/2" � v I I N f a- � � m � � z TYP,----- Q C9 X •, � � Qlsa �_ 1 REVISIONS I f- ONC 5 1/2' STEEL TRACK W/ I "LtI2E3 , DATE fifty , 1 /4" P,A.F. r0 16" oc CONC RAMP 09-30•-94 LU r FXI;T!NC; CON( WALL I t0 1 /2" �� SLAB i' ® 10-04--94 u 11--cam-94 >`u 11-24-9e Lu \� w ! 1 02-17-95 RLI) METAL SLEEVES ... .1..._,,. �w-TAL SLEEVES DRAWN:FOR POST � � r1.- ' SECTION � SILL 8'--0" 0c MAX � � � CNC RAMP, OR POST 0 " ,i 1 SLAB 8'-0" oc PAVED SIM. JAMB TTT-f rmTTTT I T�TMI TT1T1Tr i TIIIII ` DRIv'EWAY CHECKED: �6f1� '`� 4 HEAD & B , � � DATE: 9/07/ f i i iTTT1TTIT \` JOB NO. 43437 T ad, -5 00551ST 94- 13u0�'a � $^ 4020 �T 17 of 1 112" 6m3 ` INFILL DETAIL @ EXISTING WINDOWS 9 GUARD RAIL DETAIL 110 GUARD RAIL DETAIL 11 NOT USED 12 If this police appears civarer 111;111 Ilse document, the document is of m;ii gin;tl IIII1 I{I II .IIII1III 11111IIIIIIIIIIIf IIIII IiI►II IIIi I l iIIIfIi III' II I I II VIllIIIIIf +11Illiipm IN � III ' � -`- 'IIiIIIIIIIiIfilllll HIIIIN11II1��11 Iii1�l1� f1��1I"tIi iNtlllll II�iIIIIIIIIIIIIIIIIIiIIIIIIIIiIIillifllllllllllillllllllillillllllilllllllllillllilllllilllfilflllllllllllllll(Illlili(illllllll IIIiIiIIIIIIIIIIIII i111�l1ii IIIII!iINl�1iillifi'fl