Loading...
13885 SW 72ND AVENUE-1 is �gx � I S. M r t: i ,r r + i l i <;t y p, F dt f') a �$ k 4 deo+r4 tr Fr.,F r 4 � V � _ I ,t. •` .moi :.goo /dt��1►sf c Go+�1 Lr o� 5r r•�as. � E I t I � , i j 72ND AVE., 13885 SIT 94-0042 1 OF 6 I F THIS DOCUMENT IS LESS �r i 1 (� *-� � � l .� �r 9 5 LEGIBLE TIIAN THIS NOTATION , �..� 4 $ 10 11, 1 AUGUST 29 IT IS DUE TO THL QUAL T. TV OFNo.36 <...r •:: ,. THE ORIGINAL DOCUMENT . E 6Z 8Z LZ 9Z ZZ . . aivaw 111IlL61 1111111gl � ... .......... f `'1 .r 5wF' I - � I I t�Li. 1�1�I I h f• r. 1 41 :50. .�ii,;,• i na �4I t AI 1 r 1r 1 I YI{ ws�;y ti����id1W4 C T.: } r y" i-^ t I �I ry A 3 j4 "W" 'i.:r i J '1k4 ji 0�� .Hn.� i �J `,'�, .. ey�twr.I'�! ?.LI ..k;ti ':_f4}ivkrX�E,i �c'P ":tiL:IP 7ro�i�i�ad Rpt re.` IX4q,a><'�,.^1 •'.- �,!4. f... ., v.a;, n r ;g� 1 rEJ�I' �9$�. �;�yap� F - �7_::..... _. ,, 1'Ti]`yf^'7 .'1�"R:'� ' ,... 4, le 00, ��.i�J'r't�.•lp � � ._. ;�!151 �►� � 15 T�fIr T f i, r / i Lit 72ND AVE., 13885 '' SIT 94-0042 2OF6 J IF THIS DOCUMENT IS LES- lilITTP I lill Ill 1111 1 Ill 11 1 plii 1995 LEGIBLE THAN THIS NOTATION , 1 4 6 10 ( 11. 1 AUGUST 2 T IS DUE TO THE QUALITY OF No.38 THE ORIGINAL DOCUMENT . g Z 8Z � LZ 9Z �•' Z Z � Z TZ Z 6I £��.. LI �1 SI EI Zi TI T 6 L 11111111 J � Illl.��l 111 1ll1 III 1 1111 III 111 I f 1 1 11111111 U 1111 Ilii ILII 1111 I1.111�_i .1 lll1 1 Il 1 ........-..... ... �' ...: �,.. .. -.inti. .. . - 149176 } _ , ' L) " I 1 � 6. I -a -�� I to �: e}o-o a C7 N •Lr"'1.)ILE. NAS.k:% 3,G48 Sr. __—.___-----------_•-_ _- ----------_._.._____-- -- Ti ,��� '� �bT�L •...'-�D,Golo S.f. �K '� �: 4� Ali � I �� +-,F.,.� I•-,�Nas�.,x.�E �, . . , n IS -� T-�° &W4, TECH. DRIVE a FfA'561. S, lip r.,-!= _ 3L�9'f� s. F _ .6 -_ _ - .Kl�r_ v✓X►� - I r _ - (!) �e_Llt'16 COOT ---------------------- -- �` �Y L : Cy t ASP a. 3 c.tom.5� e•� g�•0 3 I ry - wp,���-_ / m �. I rI�S� �.h1�1� /�� � q T.3 .S o I fNCl4sr. G��'aj. I^ Q n n uw 2 t s.F• 2:. 4 .� , r - W a .■.� '� : Illi .' -s �► �. Qw � �- t.,ktJbty4 e'6,0�► .rd,�- -__ a -� - ♦ m w n 70rALO, fi.,49,E '2 54 .733 s. 2 -b'� S`°'pIL 1 :1' :...:.. . .. .__.. _ - I I I ZI- ■� TIr. �' S \� ��V`""� I'jl��'!G•Ihl� !0D s.�'•4�;.fw, � a1 U' lD n r- a Z 1�� 'GNI � ) Z , 1 _ , � ( _ , -�_ w►�,:�. _------ 3Z, � CITY 'F�i C i - _. rP�R"r" 9................... �►CiS'". Pr°�w•c.11.1�G• 7ght-fit �� ............................. . I..-v 1j°�.W�1►JGe ss- _ T �(- �y PRFI�►oSee d„• urt�. . '. .. ...... .. CC ��UYa! y,�• rJ g r Go r+v.v%E''M� � \ �,�P +J 0 I ! i - \ ...........•........ ..... �ir- V�M/ •.4 �"J�? S i 4 f__ D 64 �1 E-�.-. R71„I D H. ..q, ...yp - I --- V-34,90-1 VJ Cr. it A - - - - _ --- -- ` - L�1 '.k4/ �F--- ,c l sT �.uads a.p �� ZL�I►IF. y �! ' !`t'P D -IyeL.�1r�tSL I 'rAP �i'r.Mn./�sd T.f�• uJ3/\ M rtt4s� , jai �� �. COX � MJ % - 2 _ phase 2 -&j-0 co ism,ter,Va .+.1 i -- ,-- -� _ - Tyr _ . -----_ _---OrQuiO 11� 1. 1'.0 - -- \ z uj ►.J+�t.�F-�4iA i - .o G S,atom, / _Y�1 GGi- S� N 0 u vi _ _ ra _ ' ! ► I I _s; 6A-,to U. /'�+�' + i +� `C s'_ ID13 fry 2L,liv0 !C3,L��> a ? 3 �, II>7• G811�i. d I X S�XfO -� ,.i( wi �.tC,�IT' -,� �•, ; \\ �Icr6.�+b =Q . ,Tir`r' '' gsGh' IN l„I1.116 /j _ T / Q � Ju-' JLC ✓,+ *$ "� co � _ �,�„ ,y..,. 4 ' + y � �\ \ �! �� N 16�ca.O.Guf� - 1'�6h•IG�IE.. •,/ iIGK.IT j// /' � � ' 00 91 174 . 174r'b . . � q A0 - -- �� �_ _ - o �'_ _ t L* 2'�I y` v✓- \ A-t 2 8 333 .p ' &Ye' LO f� �4Tp q4, q2� 3 3`s 2-8,X33 - �. } , - �w ..,_ . ,. .•� , 2c. L vc I ( \'' .�� sac CC vN0 A ��► � 34, o00 .3t,, vov _ � �.•. _ .:;.-_ ..:.+. __�'�' ..��:.:_�::....�.: I � �' �` � \ . ��\ \ O Y'�Al s Ic13 h LLDW/ sc�o�0 2T'ro C.ca 1 j 385 ate. Cj cr- / LIJ 0 ? I►13 / :/ // /' / .�S r.I$ri q• ..I / I `\ �'$� `�o`� 2 1\ UJ CQ O .�� �� ' I u I _,1�____ __ _. _______ 27�'- 11 . _ _ I f►2 2 Flo , N OR , 4' 72ND AVE., 13885 SIT 84-0042 30F8 i LEGIBLE DOCUMENT - NT IS LESS 1 - , �' His NOTATION, 1 4 ' I ' , fi r I r r � I TTPPJ UST 29 1995 , . 8 I ' J I 10 11 I 12 AUG t II IS DUE TO THE QUALITY OF _ No.36 THE ORIGINAL DOCUMENT. T11113w LZ 8 •' Z Z E — Z iZ Z i 8I GT 9T 4t �i I ST Zi It t 8 8 L 9—co—*V_ 111t, 11:111111111111IllIII ill IIII�IIII IIII1IIII IIIIIIIII IIIIIIIII IIIIIIIII IMIII l I IIIIIIIII IIIlI11111111IIIII IIIIIIIII llll�Wlll 111ll� I I IIIIJu i W IIl Ill 1 Illlllllllllll�Ill I III I�JI Illl Ilil Illi II l , I! 'w EROSION CONTROL NOTES + Approval of this eroalon/sedlmentatlon control (ESC) plan does + The ESC facilities shown on this plan are the minimum not constitute an approval of permanent road or drainage design requirements for anticipated site conditions. During the (e.g. size and location of roads, pipes, restrictors, channels, construction period, these ESC facliltles shall be upgraded FILTER FABRIC MATERIAL 36" WIDE ROLLS. retention facilities, utilities, etc.) as needed for unexpected storm events and as needed to retain sediment on site. USE STAPLES OR WIRE RINGS TO ATTACH FiLTER t + The Implementation of these ESC plans and the construction, FABRIC; TO POSTS AND/OR WIRE SUPPORT FABRIC maintenance, replac ement and upgrading of these ESC facilities Is + The ESC fsicilities shall be inspected dally by the applicant/ 18" MIN. GAVEL 12" MIN. DEPS the responsiblity Lne applicant/contractor until all construction contractor and maintained as necessary to ensure their is approved continued functioning. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. IF REQUIRED FiLTER FABRIC he boundaries of the clearing limits shown on this plan shall + The E5C focalities on inactive sites shall be inspected and ° ° v ! o 0 0 0 ° o �'� -- MATERIAL - RUNOFF WATER r .r ° . o a - .e o P si be clearly flogged In the field prior to construction. During the maintained a minimum of once a month or within the 48 hour - o °, 9.0. * °. o , is following a storm avant. 4 / a .r 1 l D' .o e d o 0 . .r ---- -- -____ M " co construction period, no disturbance beyond the flogged clearing 9 %o • r - - o a 2 BY 2 BY 14 GA. WIRE limits shoal be permitted. The flogging shall be maintained b the + -- o �' ° ''.o •• ° °! - •r °• • .0 " °.• • oeb FABRIC OR EQUIV. IF REQUIRED \ g9 9 Y At no time shall more than one foot of sediment be allowed 1. o �o o y __ ° . 0 a o ° , i applicant,/contractor for the duration of construction. to accumulate within a catch basin. All catch basins and - 4j + The ESC facilities shown on this plan must be constructed in conveyance lines shall be cleaned prior to paving. The cleaning -- ] \ a conjunction with all clearing and grading activities and In such operation shall not flush sediment laden water into the downstream S DIMENT r ` iv 1 9 9 9 EFS ME,,H WTH FILTER. system. _ i Q o a manner as to insure that sediment laden water does not enter FABRIC ON TOP _ the drainage system or violate applicable water standards. + Stabilized construction entrances shall be installed at the f�� BURY BOTTOM OF FILLER ` __ �__ -_. in beginning of construction and maintained for the duration of the I I - — ^- - - �.} MATERIAL IN 8" BY 12" TRENCH i. T cv + All projects with exposed ground surfaces anticipated between project. Additional measures may be required to Insure that all FiLTERED WATER 11 ✓�j October 1 and April 30 must apply seeding/mulching, or other paved areas are kept clean for the duration of the project. N -- type of cover Immediately after ground surfaces are exposed 8" MIN. from grading/clearing operations. • Wet weather measures - at the end of site construction, andBARRIER— 6 Max. landscaping if the gross on disturbed or newly graded slopes GRAVEL & WIRE MESIO- INLET BARRIO, __�. � U + At the end of site construction, paving, approved permanent Is not established to a healthy stand, additional measures will site landscaping or 9stoblisnment of a healthy stand of gross be needed to control any erosion that may occur. FIGURE 3`- '7C 2" BY 4" WOOD POSTS, STANDARD OR 2" BY 4" WOOD POST or alternative ve e•:otion as approved) must occur prior to �— r' BETTER OR EQUAL ALTERNATE: STEEL ALT: STEEL FENCE POSTS ( 9 PP ) P 1. 2" min. straw mulch cover (per 3..3.7) rem,)voi of site erosion control measures. 2. Erosion blankets with anchors (per 3.3.8), or FENCE POSTS 3. 6 mll. plastic sheet cover (per 3.3.9). NOTE: SELECTION OF FILTER FABRIC OF ADEQUATE TENSILE AND BURSTiNG STRENGTH WILL ELIMINATE THE NEr'D FOR WIRE SUPPORT FABRIC. ,, ` 11T EROSION CONTROL MEASURE SCHEDULE Q SEDIMENT FEINCE FIGURE 3— 3 ACTIVITY TIME - _ 33 33_ i n 8.W', lECK OWE � N GRAVEL CONSTRUCTION ENTRANCE (FIG. 3-2) X �____-_ SILT FENCE AT TOE OF PROPOSED X 84 —w w w N' w DISTURBED AREA (FIG. 3•-3) - PARKING LOT GRADING X - - --- g -.____i *-\ • UTILITY INSTALLATION ____ ------.__--- — -_--- _ X GRAVEL do WIRE MESH AT INLETS (FIG. 3--7C) X LANDSCAPE/STABILIZE DISTURBED SLOPES SLOPED 2: 1 . LOPED AREAS SHALL BE COVERED WITH AN EROSION CONTROL FABRIC SiMILAR X \ TO SAXOLIN-X AND THEN HYDROSEEDtD.° X _. \ \ PARKING LOT PAVING-_ - - -— - - - - i��� -- — --- - =_7 + RUBRA GROUND C.c�LER HYDROStEC AT 7 LBS. PER 1,000 SF. P ALS. WORK „MUST COMPLY WITH THOSE STANDARDS SET ~_ \� � -�� ,� d FORTH iN EROSION CONTROL PLANS TECHNICAL . ,y 1 TEMPORARY GRAVEL, t GUIDEhNCE HANDBOOK PREPARED BY CITY OF \ a 9e, P \ . �.�¢• CONSTRUCTION E PORTLAND AND WASHINGTON COUNTY BUREAUS - - -----__ `\\ o �� ---1- \� � .�► ENTRANCE OF ENVIRONMENTAL=SERYICES AND TRANSPORTATION, lee DATED NOVEMBER 1989, REV. APRIL 1990, JAN. 1991 , M ,\ ,,, FC3 r-- - 90LLJ r. 175 _ 17'5 -- ---�_ ----- LEGEND -- G N t �- LE E D rr 1.. UJ CL Sediment Fence --_X Gravel Entrance - . x BUILD NG------ -� Water Line ---- - W --- - Z AREA= 44 SF _ i- Sanitary !ane - SS Exis+ing Creek - --- ,� �'172- o Storm Drain SD - _ �-T-T7-� ?-T 7 7 7 P Pz 7-7- / Q d p.e Curb Line 1— / PQ Jas +o u Existing Contours � ,���tiyrQco a o Catchbosin 13 /� o o O �. Finish Contours -� � oc a � c° o 0 Existing Tree Fire Hydrant j "��0°o a o �o a Existing Tree To Be Removed Manhole Q N oe °o • o 0 0 / r �� O is U o V OoO� 0 \ ---x- V EXISTING BUILDING f Radia! = 25' min. AREA = 76,950 SF Clean Pit Run or 2" Minus Groveloil t Subgrade Reinforcement 8 min. ' NE UIL 'G Depth Provide Full Width 8 A =2 88 S Geotextlle, as Required of ingress/Egress Area Z GRAVEL CONS'T'RUCTION ENTRANCE _ EXISTING BUILDING�7 � 1=XIS-TING BUILDING i �11 _.._.__so----� so- : --- - � � + � _ -- -- FIGURE 3- 2 1 -.Lz�_!—�,...L1—L1 / .L _L_11 L/ —SD— —i n'--- nm 285.88' i - � --- -- - --- - N 8a'6d'97" E 599.99' ' N 89'58'37' E i rnl A,�4, coy tp \_%LT.F�.-N��S_P�RFS�� ..��./ OWNER: CIRCLE AW PRODUCTS CO. TIGARD, OREGON AO Wirt,� cAo / EFO5 CIRCLE AiN' PRODUCTS CO. LN , O C� 9694 \�� DESIGNED BY D.L M EROSION CONTROL PLAN PLAN ' DRAFTED by D.L.M. -- o' 40' 8o' 120' OREGON SCALE 1"=40' - ------ o� ✓G�r����� DATE 10/11/94 SCALES AS SHOWN SHEET 1 []F 1 72ND f1V e. � 5 SCALE FLET tiq�o L, DONALD L MURRAY Consulting Engineer DRAWING NUr41ER SIT 94.0042 4�s Phone 503 697-5984 1502 Country Club Rd. 940&-E EXP. 12/31/94 Lake Oswego, Oregon 97034 ...r.�.� r w IF THIS DOCUMENT IS LESS '777r�T LEGIBLE THAN THIS N 1 6 r } s oTA IO 8 0 1111. AUGUST 2 9 1995 f �,V NOTATION, IT IS DUE TO THE QUALITY OF JJJ THE ORIGINAL DOCUMENT. r -- E Z �8Z LZ 8 •' Z Z S Z TZ Z I i 9IT LT 9l 9T I ibi Si ZT TT T 6 L 9 4 S 91111!1111 I tIlIL11I i III II illl�llli llll�llil iIII�III! Ilil�llll iIiI�IIII �iNi Illi I�IIi III�i iI Illy lllLlll� Ill 1 �III{llllll IN��IIII� S .{I II i II�►� ����i��► �Iil � SII ky* C 1 __ .�.--•'-•-_.__..__._ __.__ _-_�-.._.._-_. __-..._._. �._..__.....__.____....___ _._. __--._.. ,.__-_- _. - —.___•. ___._..._. ._.._._.. _.___....__._.... .-... --.—__-.__. __ -__ _ _ ....._._...._-... ._.�__ ___.—_.-.. _- ___._-.-.,__. _ __-.___._,____-•_--__ _--__-_ -_. �-.. .._._.-. _ __._. ...._.. .u_-.-. _.. r,r,.tea.w___r.. -- 1 HUNZ�K `�_ wER \ 4 UNDER BUILDINGS OR i LANDSCAPED AREAS T.L. 1000 AND WO = lid ASPHALTED AREAS SITUATE IN THE S.W. 1/4, SEC. 1, TWIP. 2 S., RNG, 1 W., W.M. t. __ 6" SW YARNS w RESURFACING -- _ _. ! _ --__ -_ _ CITY OF TKIARD _ _ -_ -- IF REQI►11REU _ WASHINGTON COUNTY, OREGON • NATIVECN `' 3/4"-0" CRUSHED ROCK ! ' U BACKFILL J SURVEYED 8Y: 21 GRANULAR BACKFILL a G COMPACT SOC.S P2S ANDY PARIS AND ASSOC. TO 907. R it EL. 1 dB.l D' COMPACT T9 95% AASHTO �_ �- - 15962 S.W. SOONES FERRY ROA; 51 SW CHERRY._ SW SANS AASH TOT 99 z _ ° ssuH =4- q / 1 LAKE OSWEGO, OREGON 97035 3 __ ___ BURG T -1 J3 q MLS i�s.11 __ - ° c N. INK EL. 178.152' B' GONG I % PH: 636-3341 L 1 __ _ m . ° ! o W. IN EL. - 178,42%8" CONC. � \ ST, w 0 .1 o sD— w _ SD /NI.Et 2� SW rFCH. CN T I 1 - _ T d - � _ . R'� — l I Z -- .-► a o j _. __�— Rf!! I a 08 CENT '� r r, o0p0�;+;;,o n z ., a . > _— _--ss— _._.ss _ B.W. TECH. . � 9C 0 O m �- 184 - LAND 84 -- �\ �\ �� •� \ + _ / L A N C1 M A R K� _ _ __ yy ' yy �yy __.-�,�_.._.� W N _. . __a.. W A . . ;. rREIVCLN _ I--i DETAIL . . .,:., . :. : . ..., :. ' . ...•.•.. •,.. - � �� '�) �.. ` I• ! - - �_.. X312 --..._� ._ 9S --- -_ _ Q -�` It 1 J - INS E3oNl TA RU. ! N r s. �.. _ 1'---�. �`��- ''i�aI77�4' � r34. o ' - VIC INITY MAP e _ _NPs_ _-_ -_._--__ NEW PARKING LOT AREA=9,880 SF ``'`� LEGEND 1\.`R TRUCT E IN oROE'R� / �. MAKE S ER TRA -ON ��`�. � \ SANITARY' SEWER •-----Ss - NEW ASPHALT "•C '��".. .] NEW GATGHBASIN O '`'-----`� I PARKi�lG 'tai_ STORM �h ATN ___-SD NEW 'CONCRETE l��.-_� c I I WATER LINE -- w --- !RE HYDRANT 'O' • / S i I EXISTING CONCRETE "j1 ?� MAIL BOX w.e -__ ` GAS LINE - G —- _ .. j \ CHAIN LINK FENCE _ _x NEW CURB do GUTTER --�- SEWER CLEANOUT O I # A ROb6l� NEW PIPE LINE __ 3+43 L--2 45' BEND RT i � -� - WATER VALVE: EXISTING SIGN \ SAW CUT ASPHALT ----�- __ PnWER, PHONE OR TV ELECTRICAL VAULT �`'' EXISTING STREET UGNT � °vAULT SANT?ARti' SEWER MN NEW WATER SERVICE - 101 GAS METER \ STORM MH D T� ELECT. PANEL 1 �.-_ __ EXTEND 01�1SlI�DOM'cS_TIC WATE '\ \ \ A j 0 EXISTING TREE 0 3}-25 L-2 6" LATERAL 1B2 ---- - - - \ � a � G EXISTING WATER SERVICE POWER FOLE .PP FOR OFFICE STORM -�, i 3 =gZ -T R. PHONE AND�1�5 fits W DRAIN BUILD► - CLEANOUT DU��EJECTOR�' 18p _rte• --- SANITA PUMP �` •+ - _-_-. RECONSTRUCT THI A NOTES` 3+00 \ 1 78 .OTTc) ELI INA 1 S E TOE A, f0 185 ~. - --._ -- 78 17 F IST AIN D CK `' _ \ LL 1. STATEOOF OREGON PLUMBINGASPECIAL ORM 70 THE CODE 199G EDITION,lECTTY OF THE 7 - \\ F TIGARD 2+70 L_2 6" LATERAL 175 NEW . - !.� >>a PLUMBING DEPARTMENT, AND THE CITY OF TIGARD CONSTRUCTION STANDARDS. ,, � \✓_ �_� ---_ T 1 FOR OFFICE STORM 2. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND MUS' DRAIN J, ' BE VERIFIED BY THE CONTRACTOR, ADDITIONAL UNDERGROUND UTILITIES ..r. . -a ,� 1;5 - 2+50 lam- 17 ~�� '' : `�~ YNCH TYPE CAT MAY EXIST. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO -?,"LATERAL------ - CONSTRUCTION 44ND SHALL ARRANGE FOR THE RELOCATION OF ANY IN FOR CRANNE � BASIN_ K1TvT-X72.50 - LY NC T CRTC / CONFIICT WITH THE PROPOSED RAY STORM DRAIN \y� -- �BASI p RO OSED CONSTRUCTION. 3. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE 1" BUILDING STARTING CONSTRUCTION. 40 AREA "' 7-44 SF - ----" -__ i+:� oesc�t / - - . 3" ASPHALT r _ - -SD- 4. :• i Zi0'%8�Ste' —SD------- --��-- :. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF URS 757., d1 TO 757.571 CONCRETE - ---=Sb INCLUOING NOTIFICATION OF ALL. OWNERS OF UNDERGROUND FACILITIES AT ,..2 D • • CLASS 8 173 • ____--_ �.-.� LEAST 48 BU5lNE SS DAY HOURS, BUT NOT MORE THAN 10 EiUSIt!ESS DAYS, / `` , _�T /..... j _T ��` �� i i \\\ BEFORE COMMENCING AN EXCAVIrON. Y -�-��-�r \ 5. TRENCH BACKFILL UNDER ASPHALT OR BUILDINGS SHALL BE C. .AN, WELL-- ; ° .' :,°,' . ; z I 10 \` CONNECT EXISTING EDDYING AND \'�,\ L 8th OVE EXISTING GATGHBASIN I GRADED 3.4-0 CRUSHED ROCK COMPACTED TO 95% AASHTO T--99. ALL r= ' -�_ � �' ' '° a �— O - - --- --A STORM DRAINS TO NEW BUILDING X RIM EL 171.39 DRAINS, CLEAN OR REPAIR EXISTING _ REPLACE EXISTING STORM LINE W. INV. El_. 169.52 12" CONIC. OTHER BA%;KFILL IS TO 8E NAIVE MATERIAL COMPACTED TO 907 AASNTO v ---- DRAINS TO WEST TO MAKE OPERABLE ,/� , -T--180 DENSITY. \_ " " " l UNDER PROPOSED BUILDING \ 0 6 OF 1 -0 CRUSHED ROCK is CAP LINE TO SOUTH. ;� \ z o SEE NOTE ( a a 0 6. SANITARY SEWER PIPING IN Pi!BLIG R.O.W. IS TO 8E CONCRETE SEWER PIPE #6 CONCRETE GARBAGE ENCLOSURE N x PER ASTM C-1 4 CLASS 3 WITH RUBBER GASKETS, STORM DRAINAGE PIPING ,c 80 xOp tiOG PAD EL. 173.Ei WITH 29� SLOPE _ IS TO BE P.V.C. PER A.S.T.M. �7�-3034, SDR 35 WITH PUSH ON TYPE r \ 11+51.65 CONIJECT NEW STORM U TO NORTH a! FITTINGS 'TO MATCH AND RUBBER GASKETS. PIPING WITHIN 5 FEET OR UNDER PARKING LOT SECTION 5'TYP. T SEWER [: lQ TO FOOTING AND ` /So i1'rr BUILDINGS SHALL BE CAST IRON, ABS, PVC, OR DUCTILE IRON AS APPROVED NTS " EXISTING BUILDING ROOF DRAINAGE LINES I ll \ FOR USE BY CITY OF TIGARD PLUMBING DEPARTMENT. NON METALLIC PIPING 20 0 SHALL HAVE 18 GAUGE COPPER TRACER WIRE WITH GREEN INSULATION. N9 50 AREA m /0,950 SF LEANO ' N \\ 1 Q CJ 7• CATCHBASIN'5 ARE TO BE LYNCH TYPE, ,/4" STEEL WITH ASPHALTIC FINISHED FLOOR 173. �C \� PAINT, 24" SQUARE BY 30" DEPTH, OUTLET TO BE 6" DIAMETER WITH 3" 25 , \ 3 O BRASS CLEANOUT AND A 45' ANGLED STEEL ELBOW. C`Ep,No� - EXISTING STORM AND SANITARY N UI G \- ZP� 8. ASPHALT CONCRETE PAVEMENT MIX TO 6E PROVIDED FROM A MIX LEAVE EXISTING STORM DRAIN FLOWING x in X00 LINES UNDER PROPOSED BLDG. Ln Ln FORMULA AS SPECIFIED BY O.S.H.D. SPECIFICATION SECTION 403.11 -- ----- - - ---- ; `\_ W FROM NORTH TO WEST OPERATIONAL �?•0 REPLACE PER NOTE #6 AS REQUIRED !'� FOR LASS "H" "C", OR "D" ASPHALT AS SPEGIFIO. • -' CAP DRAIN FROM EAST. REPAIR =�a) BROKFN 10" PVC AT APPROX. 34' �� 3+26.44 L --1 ! \' h FROM BUILDING. 0+30 L-2 - c -1 z _ EXISTING BUILDING ___�- 90 Q EXISTING BUILDING m :� SD-7 --- ---s - �'' REMOVE EXISTING STORM DRAIN AND 173 W a RECONNECT STORM DRAIN LEADERS +' '~'� SS - ' - c r - 16 164166 68 Jam_ 60 o TO NEW LOWER STORM LINE. `JIL 158 gp `2 _ -� _�6 1 / = j CLE, 00 \ w __ SD--- 10" .t— Tw""1 `�� 1 TOIL---- -S �. r. _ -�;- cn �. '`� OD ap �` _- ot - ___ _� - -� -----__- _ - - N 89'Sfi'37" E 255.86' 589.89` J39'Sfi'37" E - tea, ,��' N 89'58'3?" E yy /00 `�� w ,� \ \ / ►- ►-- w ,f O oUj RMI fL == 170.2E cr _ CNV 184.58 S � 4C ►-- �-_ O � D � LU � � Z 0 4 C O ` � N OI f H- O N O O Z. Oi QO aQ d O U O Q 1�] r d 0 Q ~ z �1�00 = w q Z Z u- U O i� O o w Z c� UIaO + Ir h Q d Q } /y9gC/ \ dS .�Ica � � U I' i zn i mw in LIJ Z n -- ---- — _ _ y J w iv `v 8 z a - OWNER: CIRCLE AW PRODUCTS CO. PORTLAND OREGON I - - -- - C G p^p Q ,~ m r o �, N g 9i O �`: ap W N ''y I d + F O i `7 ��G F,Q CAD / QAWM � 9694 �� CIRCLE AW PRODUCTS CO. y + © N ,� DESIGNED BY D.Q.M. SITS' IMPROVEMENTS "� la- N 1. THF ELEVA TION OA TUM FOR THIS MAP IS CITY OF- 77GARD BASED ON BENCH MARK #22; DRAFTED 8Y D.J.M. I NOTE: THI',, D!?CH EXTENDS SOUTHEAST TO A 15 DIAMETER CULVERT A 0 BRASS CAP IN Nr TOP CONC. CURB AT 7- F' N.W. RLY QUAD OF SW. LANDMARK LANE 0e�c�" f UNDER RAILROAD SPUR BY PGE MAINT, rHEN IN DITCH ALONG ANID S W. 72 AVE, ELE� 165.00' DATE 8/14/e4 SCALES AS SHOWN r SHE�:T 1 FOUGHT STEEL YARD TO A 24" DIAMETFR CULVERT UNDER PLAN IUAM S'PFY�1.u, IW'B_ITtCW W+N Ap1�IIC70F, `TCp L �,J� �_ ___ _ _-____..1___ _ OF 2 RAILROAD TRACKS TO FANNO CREEK. SCALE 1"-30' --"� DONALD L MURRAY Consulting Engineer DRAWING NUMBER ?;'ND AVE 13886 I�I�INNI TO S'EICTIC7�6 7014 & 7015 FXP• 12/31/94 Phone (503) 697---5984 1502 Country Club Rd. 9408--S1 ssirsO.00,�z OF 7E a>�' LW. Lake Oswego, Oregon 970,34 of -�--- - ...____ __. _ _.__._ __-- --�_____.__ -----.__--- _ .__ _ _ r w IF THIS DOCUMENT IS LESS - 171T1 III I IPT7 � T 1 Il '� IT!1711.1T11� AUGUST 29 1995 ' • LEGIBLE THAN THIS NOTATION, 4 — 6 7 — 8 - lU _ SIM .. V ♦., IT IS DUE TO THE QUALITY OF • No.se �j•,.;;- ,; THE ORIGINAL DOCUMENT. �E 63 8Z LZ 93 Z Z 6 Z �(L Z 6i AT LT 8t 9T 'I. ib'U12111111 SI ZT tt t 8 T L 9 9 J11JI111 I L1�11114i11, II I�III IIIlull U"1111I II11111�! Illl1ll�1(( II ►(I (I��LI111 IIII► IIIIIIII►►1►III►I II Ill I I I I I II. I II�I►I I I 1 190 - ---- ---- -- ----- ---- - - - - - -- _ - - --.._r. 190 Z z I ( I O I OI J N I J I U) Q I � M I + Q I O (7 i a � It mo _ _ - - - ------- -N ! N–. - .. -- _ --- - ---- -- --- + w Io00 ,ao m ,s L90 L w — 4 a. n. 04 4 to II Uj + I U + N > M N ;� N Z 1 O O z ! N Q I EXISTING GROUND + I _ _ 11 ---------�-------- -- --- - -"-_-� GROUND _.r.__.- FINI H GRADE 170 � I - --- EXISTIN — - ---- ---__.. I 0 ____ 223 L.F. 1�" PVC � i S 0.0100 ,.._ 0.0200 o L F. 12 PVC ! . 128 + Q p.0200 O 4 ' � J 160 I I i I EXISTIN GROUND — 492 L.F, j SAO. 166 15U - - �-- - - - - --- _- _ �..�---- -- - __ - ---- -. _ _ _... - - - _- _.- . -�.._ _ - -- 150 0 0 0 0 0 to- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O v 0 0 0 r O N O t) � a) O r� � O O d U') r O r� U7 ,- cD rh r- r. (D U) N M to d cD O N c0 d O) O to r t1 M . 0) tt) ^ _• 0) 1n 00 `tt r` p tD ri 4 rj U7 4 t0 4 Q6 L6 r` Ito 00 t6 06 (6 O:j r� 6 h N 00 r4 LV N N ' (D cDai Ln t() L() Ln to Ln L0 U) L) to (Ln to Ln U•) Ln LY) U') Ln LG 4 r` r` r` r` �~• n r- � � r (D tG � ^ � co (D LD (D ((D Q1 LO — to O N N (0 r` (0 �} � � .-- co (0 (D r- (L� r V7 Ln r tD r to ,- � r � �-- (D r. (L7 r- (D tD r co r• (O (Q r (0 r- (D ^ r r r 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 8+40 LW w STORM_ SEWER PROFILE L-- 1 -- - -- - -- - _ -_-_-T _______ __. a - - - - _ _ - �- I Z vi � i m r, SCALE HORIZ: 1"=30' i it VERT. 1"=5' -' r` ! I N Q ` r7 - U ? w 1 1 -- + N m o LO r,RA .-,o _ ___ -_ 200 -r - - - - --- r- - - --- - II o I TI a o F1N�5 w JIQ I �- -- - -- ` N � wM x � ! , �0 00 z w � w l ao �t { I � I .� J z iz N U ,J Ln m i I, 1 V ( 3 0 w O j + /' 000 qt ~ - - ---- La.] _ _ _ — _ c� cn,� a, rt j o�z 0 Z _-- EXISTING G OUND I f- z Ni co zz U n V) (.r _ O / 2 Z�W + I I o I°D o a) � z . N N 170 - ---- } - - i - - -I-- - - �'- --- - - --- (n > FINISH GROUND 180.50 i v 3 to 521z z tri a _.� . �--- 190 ` r-s-�-- - — -- - - - 180 I O I + > 0o w j it Sp.02 G�0 I� V) a m � cr } g" PVC 9_�=-L.F. G Ice -- - - --- - - - - - -- -- f < � Q ---- - _— ^ 4 Fj k/S�� + I � 0 FINISH GROUND 171.75 \~�C 4 i RoUtiO 160 _ - - I I i 180 +. -- - _ U S� g" P /C 337 F, a. 6" CSF' SE RR OES)GNE PRESSU �.�.. ! ' I .INF RE . i i 4 ? } I t\ O d N t0 Ln 0D O t` to d LO t ,- CV N N tV N ^ N aj '� (D N f� ,� Q> F.F . 1 i'.5�2 5 ��- U) t0 ^ to J I ` 0+00 0+60 1+20 1+80 2+40 3+00 3+60 160 STORM SEWER PROFILE L-- 2 SCALE HORIZ: 1"-30- VERT. -30VERT. 1"=5' m v ton co %' '� N o �'' o �' �. ((0 tO L - t`vn '� N "� M �D 04VNER: CIRCLE AWI PRODUCTS TIGARD, OREGON � r� hr- hP. � � °'loo 00 °0 � rn a v' � °' °h'I I � 0; � allo 04040 ano CAD � OAWC2 9694 CIRCLE AW PRODUCTS C^v. -- --------- �_ _._._ _—__— ---------._ —____ -------- ----- -- _ ---- -__- --- _L __ - --_ --- ----- -__— DESIGNED BY D.I_.M. 9+00 9+60 10+20 10+80 11+40 0+00 0+60 1+20 1+60 �� . SEWER PROFILES OREGON DRAFTED BY D.L.M. STORM SEWER PROFILE _L-_1 _ ( CONTTI SANITARY SEWER _PROFILE °ti;�`� �e:�� DATE 0/14/94 SCALE, AS SHOWN SHEET 2 (]f- Z SCALE HORN 1"=30' 1"-30- - L. SCALE HORIZ_: 1 -30 DONALD L. MURRAY Consulting Engineer DRAWING NUMBER 72ND AVE., 13US VERT. 1"=5' VERT. 1"-5' EXP. 12/31/94 SIT 94.0042 Phone (503) 697--5984 1502 Country Club Rd. 9408_52 6OF8 Lake Oswego, Oregon 97034 I F THIS DOCUMENT I S LESS 1 1T ', i71111111111411iTTT T�T 1 r TpIl I1 T1T 11 ` /� r��' 1995 n 9 c LEGIBLE T � T, 1 r� � ' J 4 � I '� I l� � 11, 7 � AUGUST 29 � �7�7:J THAN THIS NOTATION, �_ G . S IT IS DUE TO THE QUALITY OF No.se �'� �A, ! THE ORIGINAL DOCUMENT. E Z 8Z LZ 9 . Z Z I S t'll �IZ �T8tLI 9t 4j�1�II. fiT��E��T Zt �tji T 8 8 L �9 �9 S L t� ua II III I III II IIIIIIII IIIIII111111111111�1l1111111 III III I �1ll11ll111111111111111�1�U1111lI ll1 I►��� ���� ►�I������ ul��u► u�ull Iil �lilil(��l��ll�llll�lllllll l�U�li�� �����N��I ( III UlU' I VIII I II IIllllll�lll. II