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HomeMy WebLinkAboutTualatin Valley Center $ 4b 1": o a / , OD TUAIL ALTIII\ 1111111:brf 1:117 I. VAL 114 E 11( IMP' E-+ P. 2 ,', C E N T E R S . 1 ..4 P4 aos E-i 0 0 m • z z 0 if.,,?.L' i` -I m 0 CODE 4 ZONING Z E3M p., Cq L-022 8770 S T R E E TS SW + F E I cr), 1. LOT SIZE: 41,500 SF (109 ACRES) C 2. BUILDING USE: OFFICE iii 3_ OCCUPANCY GROUP: B 97223 4. OCCUPANCY LOAD: TIGARD 9OREGO1\T 5. OCCUPANCY SEPARATION(S): 6. CONSTRUCTION TYPE: 'vN - SPRINKLERED 1. CONSTRUCTION TYPE REQUIREMENTS: SHAFT ENCLOSURES MUST BE I HR CONST. r 8. BUILDING AREA: EXISTING NEW FLOOR 1: 3,963 SF 1,060 SF 1:4 FLOOR 2: 3,963 SF 5,456 SF "14 TOTAL: 1,926 SF 12,516 SF = 20,442 SF L ' 9. ALLOWABLE AREA: SASIC ALLOWABLE: 8,000 SF4 SEPARATION INCREASE: 4 SIDES 100% MULTI-STORY INCREASE:SPRINKLERED 100% TOTAL: 32,000 SF 11001111 >M1 10_ BUILDING: HEIGHT: 2 STORIES �•/ 11. ALLOWABLE HEIGHT: 2 STORIES AlellvdErii, IWill IJ!!HUIkø ; ;r ■I WOMEN: 3 WG 3 LAYS 11111111111111111111 _ [11 13. PLUMBING FIXTURES PROVIDED: (4 C\2 1111111111111111111111111 MEN: 1 WC 1 LAYS S3: WOMEN: 1 WC 1 LAVS 1111111111111111111 II _14. PARKING REQ'D: 2.1 SPACES / 1,000 SF = 2.1 X 20 = 54 SPACES 111111111111 1111111f011111 111111111111 I U1(5% COMPACT = 54 X 0.05 = 2.1 OR 3 COMPACT SPACES) z15. PARKING PROVIDED: 40 SPACES : 38 STANDARD, 2 ACCESSIBLE ;, ill lUlL • . ■I Z REMAINING SPACES PROVIDED OFF-SITE WITHIN 200' AS PER SECTION 18.165.030_BII II El 11111 •• �� ,,,,,,,,,,„„„„„,„.., ,..... . 16. SITE AREAS: n II ■1'■ • 0 E-I BUILDINGS: 20060 SF III III I ,� _ �m.i■ V 0 PAYED AREAS: 20,240 SF Q LANDSCAPING: 1,200 SF 1 - -"T - -.-�- { 1 z TOTAL: 41,500 SF Q <1 A 11. LEGAL DESCRIPTION: E 0 1, LOTS 25 4 26, 'TIGARD HIGHWAY TRACTS', 1Q 4 TAX LOT « 251-02AA-02800 m CO Q E.4 EE'+ Q cr M Lc-O 41 DATE: CHECK: Imir 1/31/01 DRAWN: JOB • Li A` f3 3FRFVIATIONS PROJECT TEAM: �HF3Hx' , ,� , x F swL ow .� ��R�s a : : SWEET INDEX 12000 • g` S- - •F!�}r- i j J ' wrwr �i�^+rTmr s # Ix �'" ... 2 w of ocus, f! ®�� 6m� i'' :, # . REVISION: Y L-003A a i : Sw ``Er I. A IM �_M_M OM�REM - k.lr a ",-; � w '' L-00h5A - --A ..... \ Sw oAR l�m �®� c p � G-01 DEMO PLANS 4 NOTES 32 UPPER LEVEL - A.B. ANCHOR BOLT SQ. SQUARE OWNER CIVIL ENGINEERelt M' f, L PLAN ;i A.C. ASPHALTIC CONCRETE ST. STAIN TUALATIN VALLEY CENTER HBH CONSULTING "17 1 1 I Wd to R mism wile " C111111 C-02 DIMENSIONAL SITE PLAN 3.2A UPPER LEVEL SCHEDULES - APP. ABOVE FINISH FLOOR STL. STEEL ; BD. BOARD STN. SATIN 146.00 SW CORNELL RD 11535 SW DURHAM RD SUITE C6 'x u i .oq'L T,a?, 7...0 , i ®96M�®■�� ` � M A `swK„ouw•11* r -9 PORTLAND, OR 91299 TIGARD, OR 91224 #x' r'� . _ L*�' k =a„oRN a'< 3 n,* ;s" C-03 GRADING 4 EROSION CONTRROL 33 LOWER LEVEL RCP BM. BEAM FIN FINISH 1- creek • is, cs .lo. ,,AF, " r4.4 CONTACT - CONNIE DUNKLE-WEYRACH PHONE: 503-610-0499 kxANxO MAN 47'' „rNN � w np siT�■ HAHISI �113 "i "° ,. a "Ma' fi C-04 SANITARY 4 WATER PLAN 3.4 UPPER LEVEL RCP d{�{ E 5 `�- , _N{y1'SDA � _6 I }M: 7NMUMIFY'rS1 S �TIONS �IL�:TVvI IYA 130T., BTM BOTTOM FLR FLOOR T AKOi.S 8 wmdfoi�yl� # , s G-05 PRIVATE STORM PLAN 4.0 BUILDING E CLG. CEILING FIG. FOOTING PHONE: 503-611-3821 FAX: 503-610-0540 Irw . ' . L :,:;:::: 3 @. . o�F € p' i „ 11AY �A ���� FAX 503-690-9605 k t 1�r F e ' § �(�tE v�cAaauCLR. CLEAR w.. " aRo, ,r4p0 # fw NEf t- f . C-06 PRIVATE STORM PROFILES 41 BUILDING SECTIONS ' SI-IEET TITLE -� HDR HEADER ,r w " �w r> " : c.ae 1 ENE„E �`� f! L.. x tFwo � • AICT�CENTERLINE may' Erb /, = HGRS HANGERS ARGNItEGt C�OtEGHNIGAE 1=NC�INEE1? � fo „ ,r, COL. COLUMN '„" ; ��� I3 :I I,�u„ a C-01 GRADING, EROSION CONTROL DETAILS 50 EXTERIOR ELEVATIONS o HT. HEIGHT ' M.AEa 91 A ���.. EAHGE " _ i ,Ew ST z EE, cv CONC. CONCRETE JOHN W'. FINKLEA ARCHITECT PSI ENGINEERING cud wed G �+�; r `� T�' `- . C{T.. {?'1, 1'} '�� > ,- -� 1, , W i :t ts� G-08 STANDARD DETAILS 5.1 EXTERIOR ELEVATIONS HR_ HOUR _ 8770 SW Scoffins St. 20 t 0 1 Mardi 'Am �' CONT. CONTINUOUS \ PROJECT TEAM L.P. LATEX PAINT PORTLAND, OR 91201 PORTLAND, OR 91211Imax Tigard„OR_g7z23 ~�`�'`�'��iril - ,' �� � lin"Y ' �* C-09 STANDARD DETAILS 6.0 KITCHEN / RESTROOM ELEVATIONS 3223 S.W. NAITO PARKWAY 6032 N GUTTER CIRCLE, SUITE 480 �rf � . m CPT. CARPET G,T. CERAMIC TILE N.I.C. NOT IN CONTRACT PHONE: 503-248-0611 PHONE: 503-289-1118 - 7y�p _ ; .. S 1 ' '4f�1 :wh° 2,r ��� d� �� C-10 STANDARD DETAILS 6.1 STAIR / ELEVATOR DETAILS ZONING ' 'tr. ANN S • YI4''r S W d•`,♦W 4 Yy - OSAI CODE •EON INCs E nde >r� a '�'`T�ANo eANa , rC, �xt � R� � 'sw Errol �dl ., `.. � � � N wr 6 D-S. DOWNSPOUT N.T.H_O_D_I.- NAIL THE HELL FAX: 503-222-9284 FAX: 503-289-1918 ,,1 okvin 4-4,. ti'v ,_� • I 1,3 z '' C-11 PUBLIC STORM PLAN 4 PROFILE 6.2 INTERIOR ELEVATIONS Elf_S. EXTERIOR INSULATED OUT OF IT w r 4c z° Eu STRUCTURAL ENGINEERS MECHANICAL/ELECTRICAL ENGINEER- 44P,--. A ,,, ♦ ,r Tw • �' ?10 MI EST :r" . 1.0 SITE PLAN / LEGENDS 6.3 INTERIOR ELEVATIONS SHEET INDEX FINISH SYSTEM SURFER- SUBFLOOR : s...ww. w j fW AS„1rt � � � r Lt' ENCKN AG. ROLIN CONSULTING PAE CONSUTLING 1F 7roNNr_Rsl •''`'"' L - , . • _ t ORES eu wr• c, •or„,t ' 1.1 E.1,F-S DETAILS E.P. -w Atr s. Y IY� •, i� 1.1 LANDSCAPE PLAN / LEGENDS 4 NOTES It EQ. EQUAL PAINT TEMP.G TONGUE 4 GROOVE , „S e rr. x �. , t �r . fi c: Q ON � BOX 358 808 SW THIRD AVE SUITE 300 � .� . -Ap' sw vArrcf k - ox � �1JBREYfATIVI'tS a 9 .."-_., 20 DEMO PLAN / LEGENDS 4 NOTES 12 E.IF.S. DETAILS (E) EXISTING THK- THICK GRESHAM, OR 91030 PORTLAND, OR 91204 ',p * � � - ,ram " M» E �` ,,F{o. T.O.S. TOPPHONE: 503-618-1426 PHONE: 503-226-2921 �L. ••K ' �. `� _ .' . Rw _ �AE,eRH 2.h FOUNDATION PLAN / LEGENDS 4 NOTES FDN FOUNDATION OF SLAB � • 101'. F�. 51:� .� r. llODr t "� t-�L'4 S'`�.,- w } 0/ OVER T.D . TOP OF FOOTING FAX 503-618-0228 FAX 503-226-293(13 � •' IIE.Yl°o �•,°' • • �', k # }Y�Or�4 G IE„ % PLATE T.O.W. TOP OF WALL w• 1 -�; `'''r •rAi f c" Lti�E o , T1G • D c " " +`i ,1 4 � •rw 22 UPPER FLOOR FRAMING PLAN / LEGENDS 4 NOTES 1'-- - M;a, -. i , . HILLYIEW CT w M4R YN I(y.� i " - 2�r�, illi.e.:::.' S+k MR 23 ROOF FRAMING PLAN / LEGENDS 4 NOTES °w PLAM. PLASTIC LAMINATE T.S. TUBE STEEL ,! *A : - ridE�my�!'�� �'. s; .Og_ 4 . J t 4 ,7 7rR w 9 2.4 ROOF PLAN / LEGiENDS 4 NOTES+Y� A� f ["Y.IrTJ l C] LCE EER cc PR. PAIR UN.O. UNLESS NOTED Io`l i 4w KO r,.' ! L _ `''*`kl' � -' ..L - r l.o �, RBR RUBBER OTHERWISE [ORYL Y h 3 O 4� # ' SWwM I=~ IAN t-r:- 1 ,'1....•• x 2;6 i a �, S A.T. SUSPENDED PERT. VERTICAL yy s x"'w w 6 W 2.5 DETAILS - i _/ �. � w rE. 9' its Au a3NEr yyyAA��r oW,��nN� 2-6 DETAILS O ,4. _ W,,,,, IupHiw t.N„ MN*W t x T' ••C" •ORE s Q� �a • �l 11 � ACOUSTICAL TILE VI-L. VINYL r y. -5T ^ . .K = ,. r/' rtr EI�Y.EK�,..w Q 2.1 DETAILS cu SC.- SOLID CORE IUD WOOD o , weE„ ��3,, :M_ IE ,w.�, ..R • OR= L :I. .. - xc L 44. S.G. SEMIGLOSS WDW WINDOW `'N,;4 N I--K I__ J : „YN HEID R =c'"M` , ilT' - ... ,,, , .., .. ,.; 2,8 STRUCTURAL DETAILS SHTG.- SHEATHING a .err l �IESN, �REI NiST 1 YA•A 1.lf . 3.0 LIFE SAFETY PLAN / LEGENDS 4 NOTES ii E- -a SLD. SOLID 3.1 LOWER LEVEL PLAN - pj S.O:G. SLAB ON GRADE VICINITY MAC 3_IA LOWER LEVEL SCHEDULES it DO NOT SCALE 4 DRAWINGS it_ s NOTES OEXIS9NG I.Ilo A a FOR COSTS).-REMOVED .Y TO REMOVE AND INVOICE nLVEL PER/oVAIKR F. REr (?) A CAC METea._t AND DODDII.CHECK VALVE AND BOX.DIRECTLY xLNIND ® INvac E c N"X-W.MEIER AND OR wsCG)IO DE REMOVED_(cm IO REMOVE AND DEVELOPER/OW () F P STEEL N..v E EC n t VA M_INST OR,(REMCVE AFTER TEST COMPLETE) ^ I 0 ' PROVIDE EER. Vm=196 0DETECTOR ROE nE NMP PUMP.DRAIN IHROUCH CURD -DFPn N CONNCT ON(FDC) rtrt V INSTAI,NEW EIRE IICTRONI ASSEMBLY_ f kr,til C) EXISTING E mRAnf ASSEMBLY n - --�- L n-�a i ? t TEN. , , (-,-,6) SEE MECHANICAL PLANS I-OR CONNECTION TO 01111 DING DOMESTIC SYSTEM. L� L� L�1 1 ` — — — I ®GRAPHIC SCALE __ n"ro rrm l _ ' I (SE)nI() ' %e I A.. REDUCER()) RD.REDUCER �, a I u. '�.,\,- 1 1 _x w _ CASTING BUILDING SERVIG I` h EFORz I. - �,o II— < () () I. 1 Fn R Vn AL/ME_c N AL PLANS N R c , kI U dR DN ANT I PER AL o- l A ,a IF I COPPER - D dE n AND +.-�I I DB_c ATTACHED TO EXISTING POWFR r_ /MASH ARM N (POL IS TO SUPPLY r DOES/wN R AHD INSTALL AT) 11 x D, c'C 1 Ii 1 I GENERAL NOTES I� IT'------ I„NC �c� :I� s D. I NY Dsca PA E_- II III I 1 SI L MEGIIANK,A1 PI ANS FOR BUILDING SANITARY AND WATER PLANS II al E P A A C An CAL PLANS R PRIVATE(ON s TE) CIIIING STREET �I. IL PMDAND Ell FIN, DEnV RESTRAINED DNI. LEGENDI I\ ''' K ' , 1 ' - rI_ , ,I ,T I vPROPOSED Ana.or(11RD C I _ _.-_ ':- - I PROPOSED SIDEWALK 1,20POSED PARKING STRIPE __------ ----- - -__-_ III CENTERLINE _ - IROP NE III EXISEwe BUILDING ` I _- -- _.. PROPOSED ILDING EXPANSION WA AR MEIER • ,LTER AC COO DOUBLE NE.I.CALVE WATER PLAN T-1R PROPOSED rIR-F NYDMAN, vuM- UIT f15' M1� - G IAC OR O>12Tov J �'1Ih� i 11 fl 1<1LEE< ,, RD. rEN, Y II I — = ILA AT RI VAL ACENOC.EXPANSION yyTT yy �Iyy tG Tn B A. s.1,,,M o� P_ WATER PLAN. i N\II PARKWAY I Nl OnI,I.ON 97,01 BOB .f'ill - Inx., l _,, D,N' �"X„F,A„ 1/_ H B H Mm u A N Coo.::l .Dod:-.r,..mr mm C-04 I Pzl'TIT r p H T IIIIri,p III ( ' 11I11�p- IIi a sl y k°'' .� » s io_ Ez I OR Wz eR.Az wa viz RB HR BR IR D aT el ' ' .',, .I 1p A. ID I. 0 I., R. T I.', I r..l RECOMMENDED STANDARD NOTES FOR EROSION CONTROL PLANS A. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, ETC.) 0111 B. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF �c�� THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. GRAVEL(12'" MIN. DEPTH) �` �?Q S RUNOFF WATER • 1 ,.,r ,; .. 0.. cc, •• :�rill a liiy C, THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TQ WITH SEDIMENT . �° o o°ri+ °° '''. oe°off o 01 °• °°•G ''� Ep CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY -$ a4�° 8° r ,° ': �°° ` d °. s��ap a a . THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. ♦ a°, . •%dd v.4:: 's pay-:!.. a°''i'34,, ,!f`` '` , '(a •, .D- • o�j5 a �. :r V (� Q� f t7"FWATERD FlNE WIRE MESH . D. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE SEDIMENT ON TOP of GRATE A :.' .1 ., 4 • Q a •4.1.. . , 4 a THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 18' MIN, p p. • 7° '.'. .,,-..-_..A ' THE ESC FACILITIES ES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, a: 7 . • 4 . 0 < . v THESE ESC A °".•i."' • c . ' a .P. q ` 4 FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE, RADIUS = 25' MIN. • v a .D,' • . .,_ '. "moo a4•, ° - 0�\„ti 5 F. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. CLEAN PIT RUN OR 2"—MINUS GRAVEL �01\a bF c,( S APPLICANT/CONTRACTOR AND WIRE MESH El p4o�2' s�� G. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. INLET BARRIER SUBGRADE REINFORCEMENT \`yC-,p,. - GEOTEXTILE, AS REQUIRED AF H. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL 8" MIN. BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. DEPTH I. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL STANDARD NOTES FOR SEDIMENT FENCES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2" X 2" GRAVEL CONSTRUCTION ENTRANCE E2 POSTS AND ATTACH AS SHOWN ON DETAIL SHEET 3-2. C-07 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND COMPACTED ALONG THE ENTIRE DISTURBED AREA. 4. STANDARD OR HEAVY DUTY FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2" X 2" POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UPHILL SIDE OF THE SLOPED AREA. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. • FABRIC MATERIAL FILTER USE STITCHED LOOPS FILTER WlLF ROLLS FABRIC OVER 2"x 2" POSTS 36MATERIAL \ NOTE: MAY BE USED SHORT TERM r �� MAY UTILITY HAND w/ STAKING OF BAGS MAY BE 'PHASING OF DEVELOPMENT . dR$ I I I �_ � �.;-... , REQUIRED USING (2)1"x 2" '4 40,0.:i.-* / ,./ r,i p bus .,"440,/.lox WOOD STAKES OR APPROVED r IS N. 11► .sI...• s MR:I I ylin t / /j� r•*- , EQUAL PER BAG. IF �� / i�urll� 4' IIM nuo ii Ilil II I� t �► �" �sII.1, �Powa say° t V at '�illyI ♦yes• . �.t, "il ly ,lrsrs„„.,, i +Anilq fr....�u I — 6'MAXIMUM SPACING — evilliMr allll!!lln�lr+rr+ F avian s L• rs :�u•tmIll"r rti'G iiii1 q��� ti�I�f'9!i•'e''` Yr�.�r r1 ii 9�1 �� ,:a f����♦I tq s f EO\ T V EW SIDE VIEW NTS NTS r + ! tit. rr' ` �!j i �'(,., CATCH 3ASIN A- EA .D_ AI �i��/�%ir':•i ; $4,i1:7451;,: ' �' 6" OVERLAP .�4,10; � ,t. NTS NTS PT.'A' TYPICAL 4*le.'ry�� ��'� ' fir ir�f ANGLE BOTH ENDS OF FILTER FABRIC W� 'N PT.'B' `', (� FENCE TO ASSURE SOIL IS TRAPPED 4aa� + ti •„ \ NOTES:TES; �kdr,'//,p,t , �.. 1f /� A .. .ti rf •, l�i b 1. BURY BOTTOM OF FILTER FABRIC 6" I ,-� 3 , 0�,.,, VERTICALLY BELOW FINISHED GRADE. ' � f 9� ♦�`i s L1 LJ LPL ,,„,.,,,,n,„.,,,., NOTE. ��a�a� rA= .: Al._ 2. 2"x 2"FIR, PINE OR STEEL ,unn, nu�„ FLOW PT. `A' MUST BE 6" _ ' ., r r�/ FENCE POSTS. Ili,,,,„„ip MIN, HIGHER THAN! es � •�rj� '4`,+ INTERLOCKED �tal lNlnHrw 4 ' ` ?ir/�' 114I Ilinoill PT. 'B' ' •.•�' /,, �.,,! �ri•�• 2"x 2" POSTS 3. STITCHED LOOPS TO BE INSTALLED fi+�`,us tnw 31!!H` f k ,�i�Ii!i�°.� DOWNHILL SIDE OF SLOPE. illlll iNll' — or ry —If, r•. u jii44p AND ATTACH ¢ s l�1 [��� h, � ..� S✓ � I '�/ � A� A �i.�rj/r�lli .. �/j� / 4. COMPACTALLAREASOFFILTER FABRIC lTOI� VIEW +, ,P' �f/ �NTS ,y yli yob ri NTS PLAN �►� ii L A VIEW .x°, �,!j' ,,,.�,r 11\l NTS '' `` u!AI _ rl,�G+'er 44/ 'JIr G4 FLOW o DI CH eorra� ' D i . : 0 7 � � BIOFILTER BAGS E5 SECTION A—A CHANNEL FLOW C-07 SEDIMENT FENCE E3 C-07 BITCH I \1 LE T NTS BIOFILTER BAGS E4 FIELD INLET C-07 JS H �lT _47 IN i ` 1471 i p 'QF��s REVISION DATE DESCRIPTION BY R' r-� � 1_ t, wr,;5 G e f�� TUALATIN VALLEY CENTERS, 8770 SW SCOFFINS ST,, TIGARD, OR 97223 ,: ,,,, _, CI H I T IL �� JOB No. 2000--008 TUALATIN VALLEY CENTERS EXPANSION A .. ' 11 ' Designed By: BUC T I GARD, OR ORE IN 3223 SW NAITO PARKWAY `/Or -5 \9�' Drawn By BJC GRADING AND EROSION CONTROL D PORTLAND OREGON 97201 9,/D K ,84 * Checked By; DKB DETAILS 503-248-0617 FAX 503-222-9284 EXPIRES 12/31/2001 DATE: 01/31/01 SHEET u 11535 SW Durham Road,Suite C6 NUMBER SCALE AS NOTED I R`r ' A Tigard, Oregon 97224 C o n s u l t i n g 503/670-0499.fax 503/670-0540 C-07 DWG NO.: 20008-07 E n g i n e e r s email: hlbh@ateleport.com L:/2000/008/DWG/20008-07.DWG CONSTRUCT 1/2' TO 3/4• R 8" EDGE 3/4 RADIUS LIP EXISTING DRIVEWAY - CURB JOINT - CONSTRUCT DRIVEWAY APRON MATCH %MOTH & GRADE r-- MIN. 3" SAWCUT AND 5' MIN. SEE NOTE 5 ROW VERTICAL BREAK ---! °� A f R/W UNE B■ " ` - r,.r- DRAINAGE BLOCKOUT ROAD r Flu uA alh 1 _=_ EXISTING .° + �' ' .oa < •° k d VARIESSEE NOTE 4 �--� PIPE 1N/COUTIC . ' LI-LL-��-�� II LI-LL net i PAVEMENT . ., . .. ! .. - PUNG .. . r -I I - SECTION_i_____ r �, ten"-•=y' ;r�c , . SEE NOTE 3 r� •. /'1 2' OF 3/4"-0' BASEROCIC 2" OF 3/4"-0" COMPACTED AGGREGATE SEE 0 18 COMPACTED SIJBORADE-/ CURB AND GUTTER 12% mm o 4 n . _NOTE 3 o a , p ca � ' . ao 5. MIN O (�o o n . a •'. SEENOTE2 SEE NOTE 4 1 SIDEWALK Q q 0 0 a . . - SIDEWALK ADJACENT TO CURB -- - �'I I ° �a �' 3 4" RADIUS /UR TO 6" Pl •• q O 4 a 5' MIN. ROW M FASAWCUT CE OF CURB 6' 330. 11V X �+ k•--- •--I �.- . I d■ CONSTRUCT DRIVEWAY APRON r.-----7---2% , PLAN ROAD FT' - - - I 1-,z--1 L.-. . _{ m m EXISTING -M `. R. .* Q ,'. • -2.,p .•• PAVEMENT Mr, . . 2' OF 3/4"-0" BASEROCK T ;a NOTES: SECTION v� /, r :. •• ! #,'�r.°i�Ll • 34'" 2x K COMPACTED SUBa�ADE -1------ .r.�r �, , . .•. , / -'- '� +. " STIR 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY . . , OF 3/4 -0 COMPACTED AGGREGATE OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO OMIT THE SPACING SIDEWALK AWAY FROM CURB •• 14. rr ♦, ` • NOTES: I� °iA r-+ STANDARD CURB B TO A MAXIMUM OF 20 FT. 2" OF AGGREGATE (3/4"--01 COMPACTED 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 8 SACK MIX, SLUMP RANGE SECTION A-A WITH A MINUMUM THICKNESS OF 1/2". OF1-1/2" TO3". 8" XB" 10GAMESH NOTES: SEE NOTE NO. 4 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 2. PANELS TO BE 5 FEET LONG. 1. SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES. NOTES: CURB FACE AS POSSIBLE. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. NOTES: UTIUTY VAULTS, WHEELCHAIR RAMPS & AT SPACING NOT TO EXCEED 48 FEET. 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET DIRECTED BY THE ENGINEER. 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. AND MAX. OF 3 FEET FROM PROPERTY LINES. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT 'THE SAME TIME AS THE CURB. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 3. WHEN STRAIGHT CURBS ARE REMOVED A MINIMUM OF 2 FEET 2 CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE AND REPLACED. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOI.DED ASPHALT IMPREGNATED CURB IS USED OR IF SIDEWALK IS A MINIM AS PORTION OF DRIVEWAY. , MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 4. WHEN ENTIRE GLlTTI�, PLATE I5 REMOVED THE EXISTING PAVEMENT SHALL BE CUT BACK AND A 8' MONOLITHIC CONCRETE STANDARD CURB 4 B. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3' DIAMETER BENCH SHALL BE CONSTRUCTED WITH THE NEWEW GUTTER TO PROVIDE 4. B" X B" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. SUPPORT UNDER PAVEMENT. 5. AFTER CONCRETE HAS CURED, SEAL JOIN. N.T.S. CITY OF TIGARD DETAIL NO 1258 STANDARD DRIVEWAY 3 N TT. CITY OF TIGARD DETAIL NO 142 8 CONCRETE SIDEWALK 1 CURB KNOCKOUT FOR DRIVEWAYS 2 CITY WATER DEFT STANDARDS PLUMBING CODE N.T S. CITY OF TIGARD DETAIL NO 120 8 ,, TS. CITY OF TIGARD DETAIL NO 145 8 THRUST BLOCK CITY APPROVED RETAINER ELAN BACKFLOW DEVIC FLANGE COUPLING I-2.01- : SIDEWALK ADJACENT T❑ CURB ADAPTOR _ 4 18' CAST IRON 910 t.;, W �^ -� VALVE BOX TO FL W ij _.. ...- 12 MIN i ----\\ , II 7 L ��- �` 18' BREAK FLANGE • SIDEWALK '`' �`� �-` ,II 3 MAN. MEGA FLG r �� 1 ril /� MIN 6' MAX. FLG OR EQUALFIRE DEPARTMENT CONNECTION 1 ..�■I.nr► $ OPTIONAL AT THIS ,I�. ]�.■1+11�► I■illi■:#wl•r �i ` i�� \\\ `��\� \\ � I + ,•,, ` .,•. " 7. " -,. � w I ij\�✓� \�j�� �\/�'.. ':'-. ,;'li MIS. 24 INOCATION -• �,„,,,/\\, „,/,'l`'/ `y'�-,,/'r • ''f ''• p.:. - -- :... EMI��,...- . . ;-.r ...1._ OSHA APPROVED LADDER '\ \f/�\\/ N\N`\ �� r,��` \\\'\\�f,,�,r a+.,�wR: ..4...2 :* �. rr. uvari ''% WITH ALUMINUM LADDER . . ... i at \// // . f i�r /�P ii• •� �i /r4 sue �w 1 1/2/ /4 DRAIN ROt \ \� . ,,• \,k v �,_ , �� EXTENSION BY UTILITY i'I, ~'°II r a ,��/�,� / /\/ //,(7,1,i/,�/ VAULT _ WATER ETER , ,, ��.a / TAR PAPER CMDISTUI , • , i4,- CONTRACTOR TO SEAL ALL + ! / 6' DUCTILE IRON PIPEA PLAN OPENINGS IN VAULT WITH PLAN / • RESTRAIN ALL JOINTS W/ NON SHRINK GROUT PRIOR lik 'FIELD LOK' DR EQUAL GASKETS ` TO BACKFILLING ETER BOX I lilt I��I��� �I ;, 3" MIN. s� MAX.r /\ ... _Ai \ _-- DRAIN TO CURB OR 1' ANION EACH SID DOUBLE CHECK . - 1►• • 0.. 11! `�/\ 4 \,r \,� i\\, GR❑LINO LINE • -. : DAYLIGHT filioni ■r ! •■4 / /\ ram// / p-ii--=-7=----7=---,--7217----- VALVE ASSEMBLYIMIRL kl■+IIf1 i ■. ■I TO IRRIGATION \ \ / 6 MEGALUG RETAINER \,/. `' ° 1 ■.�■Lug ,, rilr r • "a■ rig\- !'C,' GLAND <EBAA IRON) CONCRETE P i - T 3' MIN CLEARANCE ,,,,,rif, ET PIER 6' GATE VALV / // // In / // , BLOCK i ON OPENED Irl I�( \/\ ' N/,�f�\���\//\ .....e......� \���/� r FLG. x M.J. MEGA FLG ❑R EQUA _ _, ❑S&Y VALVE ��ii��% e�,,\i /1.y 12 is TORESIDENCE SIDEWALK WITH PLANTED 2.0 �--• f 1 i. r . / - M.J. x 6' FLG. TEE ., ��� �/ INLINE CHECK VALVE 11«II, r ? ". / •.� ..� \ PLAN STRIP AT CURB 0 _ /� . I� "� �I ,= 6 SIDEWALK CONTRACTOR TO INSTALL 9° ----- ea ■�-�i��eit„ �wt .+ �rrnrllin I RODENT aua 11■-wain R I D _. O- p WATER METER .1l' " METER OX \ •• -„ ..' ,..:.-. . 3 MIN. -_ 6_I DOUBLE CHECK 6' MAX. BREAK FLANGE CONCRETE BALLAST 3 CU. YD. 7 r - - SCREEN -- / ;,. ,7 ..,I,�.� t!!� MIN. WHERE FLOODING DR I. +.•.� � •���: !- r VALVE ASSEMBLY ''\ . . . .._. . ". - `' \ _ - -�e �„J •/I*•... • � s�.` ��, . 14• I .,.n111 / / / J .� /f�if\/// J/��`\/t�Y :�a . ' 4 r + r-r HIGH GROUNDWATER EXIST PIPE STAND., �� / ` , / ►1 \r\\ \,�.� \ \\ ��ti �.q . . - DRAIN T❑ DAYLIGHT OR \\/ /�\/�\/ ................. „�,/\\// ., i?✓%` `�� /ce/ � INSTALL SUMP PUMP CRUSHED ROCK BAS• r,\ .,..„ \//� /f//� 12' - 18' NOTE' `��`�\ ELEVATION CONTACT CITY FOR /\j� /�� 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,COR APP'D EQUAL) 6' MJ, 5 1/4' PUMP SPECIFICATI❑NS ELE IATTTTTTT N.2\ .. \/ MVO 3 PORT - TWO 2 1/2' PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING' ��. •.�'•,Il.,.Awe ,"-_l ,�.--.-. I A. OIL RESERVOIR \ �!�!•fl '�,�.�� 1�Ifl ' �!��11111111 6' B. BRONZE ACTUATION NUT 12" MIN BOX SPE r IFIC TIDNS _,•• �`y w . ,•04 C. BRONZE SEAT RING24" �A ���1i►7 �I�•r.,� • MAX `m•�' +��,'� I .�erfi m• • D. WEATHER SHIELD CAP FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM DEVICE SIZE BOX YPE �\ 1 UNION EACH SID •ar•V ,,�,1 +5-ar�I�•�*ik44' • • •• ,1�0.1s9,0 �� E. SAFETY SLEEVE COUPLING OF DEVICE 3/4' - 1' BR 1 1 KS #1419 ERIES OR EQUAL /� "• F. THREADED NOZZLES WITH "❑' RINGS UTILITY VAULT OR r'EQiJa.BILCtI DOOR 1 1/2' - 2' C `SON 1730D SL OR EQUAL ._!' G. NATIONAL STANDARD THREADS SIZE WITH F.D.C. WITHOUT F.D.0 DR *EQUAL CRUSHED ROCK BASE ELEVATION 2. SAFETY CHAINS TO BE REMOVED. 4 676-WA 577-WA .I-SAL 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 8 5106-A r576-WA '1-5"AA , INSTALLATION SHOWN IS ONLY SUGGESTION. INSTALLATI❑N SHOWN IS ONL`�! A SUGGESTION. BY DISTRICT FIRE INSTALLED LL. 8 5106- 2106- A JD-3AL 10 5106-LA 8106-LA JD-3AL 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. ■CITY ENGINEER APPROVED EQUAL 1. DOUBLE CHECK TO BE LOC TED DIRECTLY BEHIND\ATER METER. 1. DOUBLE CHECK TO BE LO[:ATED DIRECTLY BEHIND WATER METER. 5, NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT. N 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 2. BRASS, STAINLESS, DR P ASTIC PLUGS TO BE INSTAL ED IN TEST 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED COCKS IF BELOW GROU 1 INSTALLATION. COCKS IF BELOW GROUND INSTALLATION. BY ENGINEER` 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. DOUBLE CHECK DETECTOR VALVE ASSEMBLY 4 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, F EZE PROTECTION, 3. DISTANCE FROM BOTTOM CIF DEVICE TO FINISH GRADE, FREEZE PROTECTION, N.T.S. CITY OF TIGARD DETAIL NO 533 8 AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJO CONSIDERATIONS AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. FOR INSTALLATION. FIRE HYDRANT ASSEMBLY 3 N.f `5. CITY OF TIGARD DETAIL NO 542 8 - - l _ POP REVISION DATE DESCRIPTION BY J 11) HI\T l� \ . F FLE A ,, , \\G \ N4�, ',0, TUALATIN VALLEY CENTERS, 8770 SW SCOFFINS ST., TIGARD, OR 97223 ' TT F �' 1 ,45 JOB No. 2000-008 TUALATIN VALLEY CENTERS EXPANSION /` �' Designed By: BJC TIGARD, OR DOUBLE CHECK ASSEMBLY CD IRRICATION DOUBLE CHECK ASSEMBLY 32 � Sw NA1T0 PARIL�VYAY �, ORE ON ,� D�aWn �Y BJcSTANDARD DETAILS EI.I S. CITY OF TIGARD DETAIL NO 530 : I CITY OF TIGARD DETAIL NO 531 8 PORTLAND OREGON 97201 �41/40 ��P.\ � Checked By: D B 503-248-0617 FAX 503-222-9284 EXPIRES 12/31/2001 DATE: 01/ 1/Q1 H 11535 SW Durham Road, Suite C6 SHEET Ti ard, Ore on 97 24 NUMBER SCALE: AS NOTED � g Consulting 503/670-0499 ifax 503/670-0540 C-08 DWG NO.: 20008-08 E n g i n e e r s email: hbhateleport.com L./2000-008/DWG/20008-08.DWG LOCATE FRAME AND COVER II OVER LEDGE OF AT LEAST 1 12" IN WIDTH 1 SAWCUT �� .J' ACI Q 0 SURFACING \ '/ TOPSOIL MATCH EXISTING MATERIAL i i` " Q iv DIRECTED aIN1..ET I OUTLET BASE MATERIAL a is : C� 0K an .A m' c)\_ ©It rn i MAXIMUM 27. FROM SET FRAME IN NON-SHRINK F a TOP OF FIRST STEP GROUT PLAN o gam. TO TOP OF CASTING z GRADE RINGS (2",4",OR 5") C; 0 b 3 I-e NOTES: SET IN NON—SHRINK GROUT * ° -MANHOLE TO CONFORM WTH �;:; n ASTM C 478 STANDARD ECCENTRIC !,, 6 -MANHOLE FRAME AND COVER 3' CONE -_--" _ AS SPECIFIED SEE DRAWING 124—ST/130—ST 'r STORM ---f i � —ALL PIPES ENTERING OR EXITING 12" �r ,,, '"�i SHALL BE WATER TIGHT 5T0 m -CHANNELS TO BE 3/4 VERTICAL �l I 24-3/4" i !, Ir I .. W w HEIGHT OF PIPE-SMOOTH FINISH �� r. ry;+-• REMOVABLE WATERTIGHT CAP ! a O ESL,` -RAM-NECK OR KENT-SEAL TO BE °a {, w USED ON ALL MANHOLE SECTIONS P / pj rj -INSIDE DROP MAXIMUM 4' �� MANHOLE SECTION PLASTIC OR DUCTILE IRON {° A `tf ` VERTICAL DISTANCE INVERT TO INVERT ^�r(VARIABLE 1' 4') f f 22 } � {i, n -MINIMUM HEIGHT OF STANDARD INLET�FL© - '02 FT e-_- FLOW OUTLET < Ar If I -SEE DRAWING NO. 110-ST MANHOLE/CATCH BASIN STEPkj _ A I I ^+`a" I I 5 - 8" MIN 8" MIN 6" MN BEDDING BELOW' -� -KNOCKOUTS TO BE USED WHEN STUB OUT RIPE 18" SECURE TO MH WALL WITH OUTSIDE OF PIPE BELL IS 3' OR LESS .," STAINLESS STEEL BANDS -MIN. .20' FALL BETWEEN INLET AND OU-LET � (MIN BOLTS + : • E) AND 7" {� P �'' *� �p 48" MH DIA TO BE DETERMINED BY IIP±�� MIN. --- �'��SIZE OF OUTLET PIPE 3" 3" ;' 12" MAX. FOR e�9 38" MIN 4"- PIPE = 60" DIA MH t.•••_.A.\1 1"/FT, SLOPE i"1 p MIN. FROM TOP OF SU P .\ ��\i��% � � CONCRETE PIPE 24"f PIPE MH DIA r0 BE DESIGNED \\'':+ ��\\`��� o �o SECTION MANHOLE t� MAX SUMP DEPTH S' I 23 +L// w 5r" 24-1/2" TRENCH FOUNDATION E 0< IP0 MIN STABIUZATION, AS REQUIRED - w w a, • a, . O•D . 31" d < < I �+ SUMP VOLUME REQUIREMENTSI NOTES: n 12" OF 3/4"-0 COMPACTED '_MINIMUM CONCRETE_ "- ' SECTION A-A SINGLE FAMILY RESIDENTIAL 3.5 CF/ACRE 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTORS NOTE: BASE MATERIAL �� MULTI FAMILY RESIDENTIAL 22.0 CF/ACRE AND ARTERIAL STREETS. .o'-- - MINIMUMLI COMMERCIAL/INDUSTRIAL 94.0 CF/ACRE 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. •1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 2. JOINTS TO BE TACK AND SANDED. 4. NOTCH LID FOR LIFTING HOOK. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. TRENCH BACKFILL DETAILS 1 STANDARD MANHOLE 2 WATER QUALITY MANHOLE 3 MANHOLE COVER AND FRAME 4 , T S. CITY OF TIGARD DETAIL NO 180 9 N.T.S. U.S.A. DETAIL NO 010 9 N.T.S, U.S.A. DETAIL NO 5'15 9 - it - I. U.S.A. DETAIL NO 115—ST 9 is PLAN EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDINGii_4.>.,; IIIMIIIIIIIIIIIIMINI111, SERVICE LATERAL PIPE SECURE 2X4 IN PLACE f �� SIZE AS SPECIFIED AGAINST PLUG W/ BACK FILL TO PREVENT PLUG BLOWOFF AC SANITARY MAIN OR LATERAL INEWIr NON-SHRINK GROUT ©� , MI . _--4 AB AGGREGATE BASEROCK STANDARD CAST IRON FRAME AND COVER ( , s . PER DRAWING 160-SA 3/4" SQUARE I�_I�""i I ��i r .I � � 2X4 STANDARD MANHOLE I t •1 1 ; I 1 ,_ COMPACTED SUBGRADE GRADE RING T `_ ji?. L W A A E d it ❑ @ STATION: DISTANCE TO NEAREST MANHOLE. 1 ' El'". tr ,,., 1; 4- MIN. 0 0 .f ❑ w LOCAL STREETS: (NEED TO IDENTIFY UPSTREAM OR DOWNSTREAM) 1 ■ ti a . p a 0 LENGTH: SHOWDISTANCE FROM MAIN TO END OF LATERAL 1 V d AC - 6" CLASS "C" ASPHALTIC CONCRETE, J-. HEIGHT: TOTAL LENGTH OF 2X4 AT END OF LATERAL MIN FINISH GRADE I !! ? �`' «`` � t: , atiL . . s . . -TATIO 36 f: +\+ tsar, 5`� �iI/ ` 1 AB — 4" (1-1/2" — O") AGGREGATE BASEROCK LOTI: AS SHOWN ON APPROVED SET OF PLANS ,. -. ,a'• 4 c � ', d LENGTH MARKINGS TO FACE STREET `'« \ ❑ ❑ 11 ❑ ❑ OR 12" HEIGHT '''' I. a� \ - WATERTIGHT PIPE PLUG P U p OF GROUND MAGNETIC ' AC - 8" CLASS "C" ASPHALTIC CONCRETE 2X4 SURFACE TAPE B" =,s, \ WITH STOPS MIN (COLOR GREEN-SAN TARY)CE NOTE: CLEAN OUT INSTALLATIONS MIN. 0 38" LOTS+ I ARE LIMITED TO EASEMENT /// o • - \ MINOR COLLECTOR STREETS: ' ;,x;--i AREAS, M MAY BE ALLOWED «. I AC 7 ASPHALTIC CONCRETE, • " aeF« PROVIDE 3/4"-0 FOR A ON A TEMPORARY BASIS " u•,. j 7/8" IN RIGHT-OF-WAY. /�„ " *• w6*^. v'?bA MINIMUM OF 6" AROUND I 10'" " CLEANOUT AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK j I OR GROUND •z SECTION B-B AC - 9" CLASS "C" ASPHALTIC CONCRETE MAC/TAPE rzElhi j t, ,`v 1.. : - d (GREEN WjBLACK LETTERS) _L__ MAJOR COLLECTOR STREETS: .{s �+ A "� I 8-� AC — 9" CLASS "C" ASPHALTIC CONCRETE. *Pill tS'. 2X4 n w . AS — 4" (1-1/2" — 0") AGGREGATE BASEROCK PLUG :a::: ), " ,\ SECTION A-A MIS i '" . i NOTES: 1 8" wooloort J mull , 00001 _______ , 04." 4. ' \ i. JOINTS TO BE TACK AND SANDED. . va,.+, g fo;•i<° °'' i \ NOTES: % � — MINIMUM SLOPE FOR 3j4" 0 PIPE ZONE .•4.La"~a',•kV v a, ti r?- ,".a a„' p 1� 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN. ` ' —1 4" ALLEN HEAD BOLTS ► Plfr .� � 6" PIPE O.Otd MATERAL AS SPECIFIED a p R= \ / impir 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION, SUPPORT TEE 1�iT}14" PIPE = 0.020 1" LONG RECESSED • -- -ALL PERMANANT CLEANOUTS ▪ .! 1 BEDDING GRAVEL. o l , TO HAVE BOLT DOWN COVER ,s n� g.,, MINIMUM 2'0" vrIDE ELEVATION ra ~�, .,,, A. 4. •. • ,�}A -0 .� i, 4i�i•',t om, .i e- ".','%�o t ♦fit Ds,`«,• St. Q f;. r• ,Ki 7 �.. CONCRETE ENCASED PAVEMENT DIGOUT ,9i SERVICE LATERAL CO�.#._ BOTTOM OF WYE FOR PLASTIC PIPE 3/4"-0 ),41/1A. - N.T.S. CITY OF TIGARD DETAIL NO 182 9 N.T.S. U.S.A. DETAIL NO 1709 740swiffirirs mi 0 NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE DETAIL ��E� PROFes+ REVISION DATE DESCRIPTION BY j0 N � I � wcj-3 G \ e„,`�73 TUALATIN VALLEY CENTERS, 8770 SW SCOFFINS ST., TIGARD, OR 97223 ARCHITECT 4� • JOB No_ 2000-008 TUALATIN VALLEY CENTERS EXPANSION AC - "` Designed By, _ `�C TIGARD, OR 3223 SW NAITO PARKWAY a �, OR ON 0��� 4� Drown By ®J'C STANDARD DETAILS STANDARD CLEAN OUT 5 CLEANOUT FRAME AND COVER 6' PORTLAND OREGON 97201 917 ��p� ` Checked By DKB N.T.S. U.S.A. DETAIL NO 150 9 N.T.S. U.S.A. DETAIL NO 160 9 503-248-061 7 FAX 503-222-9284 EXPIRES 12/31/2001 DATE 01,/31/01 H BH 11535 SW Durham Road, Suite C6 SHEET AS NOTED Tigard, Oregon 97224 NUMBER SCALE: C o n s u let i n g 503/670-0499.fax 503/670-0540 0-09 DWG NO.: 20.008-09 Engineers email: hbh�teleport.com L:/2000-008/DWG/20008-09.DWG GENERAL NOTES: no Stgaggiar I. SLORAIFITFR SY SMARMIER MANAGEMENT. PORTLAND. OREGON (003-240-33 3). Na * SMARMIER AND a .,.. 2.) STORMF1L7EA9 REQUIRE REGULAR NNNTE ANCE. REFER TO OPERATION AND AND 106120!P1 Mtl -, MANUAL FOR DETAILS. 3.) PIPING ANO COUPLINGS PROVIDED BY OTHERS 4,) COUPLING TO DE AWNED 10 OUTLET. FERNCO OR DIGINEER APPROVED. FINISH GRADE 18' CAST IRON 910 -� T-PIECE situ HINGE - 12 GA St. LESS VALVE BOX TOP s' OUTLETOR CAST IRON GRATE �DIAL Flow STEEL, 2 1/2" o- W/1/2" PIPE STUB (2' THICK - RATED CARTRIDGE (TYP) KNUCKLE, 22' Lc G WITH 1/4" - (_ 12,000 LBS.) PIN (FASTEN W' 12 O 1/4" STN. STL. ;• ) N n OF HINGE I CD . ir ,1 / 3 r10,;. -----V-10"----- --1\-9 /\:-- Is SCH. 80 STEEL PIPE SHAFT /---- ' 7 ' ' - . ''.;1' VraiNIAT:417,17r1,,,:',...:, :tiii::;.:,..,:,, 2' SQ. OPER, NUT ! ( �' OR i SOLID STEEL ROD I' zti �y DIAMOND P ' COVER LF 48" ALUMINIZED STEEL DETENTION PIPE ' " ===- `y";'-...„ „... ' "."`_, ' ' HINGED SIDE ' u CLEANOUT ■■ 1/8' MINIMUM /GRATE E SCALE: 1'=30' 12" OUTLET PIPE TO SW SCOFFINS .a . — 2' 6' MAX. CLEARANCE1/4' MAXIMUM ZIANCHOR(TYP) x3/16"ANC.2" SEE PLANI Zrl � 2' _ / _, CATCH BASIN STORMFILTER — P► N r p I . SCALE: 1-=30' I. I ROCK GUARD 1/4' STL. PLATE ,•• \ TO BE 5 3/4' DIAMETER • i / i 1E1/HOLE IN CENTER TO 4.-1°„ 2'-s' ,� ACCOMODATE MOVEMENT sEE Q B B Mr .; \ re0 B B OF SHAFT �/ SUPPORT COLLAR WELDED • Q„ Il 11 1111 11 11 11 11 11 1I ll Illr II Y 'i ,' 1 If A0 4111 Mr 2 1/2'x 2 i/2'x 3/8' LONG I �� STEEL FLAT TD SHAFT r ------- `I1 ��,!..,.. N�BER d111r OVERFLOW 4 -2 3/4' BYPASS WEIR ACCESS DOORS - /'/ 4$ X 24 ECCENTRIC ASTM 3034 PVC PIPE - /% taisp\-BAFFLE rak " " r ` , 10 GA. STL. L REDUCER BOTH ENDS 3'x 3"x 3/8"x 2" LONG �� 3' e 3/4" i /, STEEL SQUARE TU &PeoTTom • , ~ II mg lk."...., ■wl It ` CORROSION 1.-6" FILTER TLE MANHOLE # 1 . ! I IN CHAMBER FILTER CHAMBER TIN Awr SEE P • S FOR ELEVATIONS __); IN • EXTERIOR 3/16" (TYP)r 2'-5" � 2' • 411 6" INLET FROM CATC• BASIN STORMFILTER — SECTION SECTION B 1"=30' SCALE: 1'-30' CB 2 NOTE' 1) EXTEND 2' NUT TO WITHIN 18' OF FINISH GRADE " _CIMIZO WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM "� - LrRMARfM FINISHED GRADE -- - 'wm PN OT TA WSW,qg WM& firErMf.KE YS N! PLAN VIEW 116 OPERATING NUT EXTENSION CORMFILTER CATCHBASIN 3 CITY OF TIGARD DETAIL NO. 505 N.T.S. 1 O N.T.S. 1 Q ACCESS DOORS PIPE. DOUBLE 2424 SL DI OND PLATE DOOR • H--20 LOADING 193.38 4 („,.... i I 4. ' L i'.• OVER FLOW = 183.25 2' $ _ ARKING WITH D.M.V. 6" — 1 GROUT DIS :LED PERMIT 0 Y a SIGN OR 20-6B I 3-1/2" CUT OFF WALL ' VIOLATE S SUBJ TO . BOLTED VAULT BASE AND SIDES a ° do •a d WITH RED HEAD ANCHOR BOLTS L• 4 � - - - - -1� 48" IN FLQW TO WI N t U i D E R / • 1 7/8 0 ORIFICE HOLE • • ' IE = 181.75 ORS 811 . • 0 AND FINE BOLT 18" X 18" - 10GA • STAINLESS STEEL ORIFICE .A - UP T1, $470 U DER PLATE TO CONC. WALL 2 ORS 811 . 615 DRILL 6" HOLE IN CONC. 1:" IN 24" = 178.85 litP 12" OUT FLOW a 1 3/8" ORIFICE HOLE • 1.5 SUM .13 P \..) // IE = 178.85 SIGN OR 20-6D 2 " • VAN-ACCESSIBLE r 8" Ai I • BOT •M OF MH = 177.35 $ OUT 12" IE = 178.65 /4 Q' a A a a Aq a „id tehla ° "R cam'° ; °° 3a "T °Is ' & °R R. ° , ,I,I �I�, , r �!I _ "' HANDICAP PARKING SIGN IN " GRAVEL BASE 12" GRAVEL =ASE 60" 0 MH -- 60 0 MH N.T.S. 1 0 SECTION A—A SECTION B—B FLOW CONTROL MANHOLE 1 �, ���.o poFF6, REVISION DATE DESCRIPTION BY ,, ' ' � I N 1 1 IE A c�S��G NE�s�o TUALATIN VALLEY CENTERS, 8770 SW SCOFFINS ST., TIGARD, OR 97223 N.T.S. 0 T 4, 15458 ' AIR C F I T E C T I JOB No. 2000—B08 TUALATIN VALLEY CENTERS EXPANSION • Kr,," Designed By. TIGARD, OR 3223 SW NAITO PARKWAY o v OaR25 Q% Drawn By BJC STANDARD DETAILS PORTLAND OREGON 97201 qG/� K. �0� Checked By - DKB 503-248-0617 FAX 503-222-9284 EXPIRES 12/31/2001 DATE' 04/19/01 H B �l Li SHEET 11535 SW Durham Road, Suite C6 NUMBER SCALE AS NOTED Tigard, Oregon 97224 Consulting 503/670-0499■fax 503/670-0540 C-1 0 DWG NO.: 20008-10 E n gin e e r s email: hbhateleport.com L:/2000-008/DWG/20008-10.DWG \ I VERTICAL DATUM COMMERCIAL smu.I GENERAL NOTES NOTES LOCAL CONTRACTOR I I I Oj Tar PHONE OVER THE RAILROAD TRACKS AND TO COORDINATE WITH 1 I I rI /Y)THE BENCHMARK FOR THE PROJECT CONSISTS or A USC I.C o-STXUCTON AND EMPLOYEE VEHICLES SHALL PARK O N Tr,AN ON-sITE.MDr wTxx THE Hxreuc LHPNr aP wnrl rvorvowsaT% TELEPHONE COMPANY. I IS TO BE I I eannllle senor I OF DIE IEION-,SI.Ss w SCOFFINS ROADWORK SI ff.TEMPORARY BENCH MMK '"en,r MATCHLINE SEE SHEEP C-05 AND OeP R To coxsIRucnrn+. I N - .STORM uxE EXISTING TMNG SANITARY ORK SITE IN s v LOCATION N a I m I Ro'"s"s NG.NEw I I ,Nc LINE. VERIEY APovE m �—_— I�N exxm c FENCE I cx snxc slR-. r,HT EXISTING WATER N) -- CONSTRUCTION NOTIFY ENGINEER -._.- EXISTING I ( GAL) ° OF ANY CONFLICT, s BT PRIVATE LATERAL.SEE 5 FOR PRIMA PE T.fORM 7( P a) BOX TO BE - - — [ — 4L- 0ooa S.W.SCOFFINS ST H:II .E rI n a ) © G WATER EERVICL NN, Iz GPP CROSSING. ERM�A OS>n/ E, STANDARD MANHOLE ABBREVIATIONS q t['GRR sT .T 12a lF T .TMM m � ..• IE INVERT ELEVATION G/ a O SEA CB CATCH TON fi CLEAN PROPOSED SIM n GNT s5.3(SW) MAN 11 .IH LF LINEAR EENS STANDARD STORM MANI OLL SLOPE EQUALS TPEnT LN E LYVNYL CHLORIDE \ , PVC PITH n- CENTER GPP WA G cA1 EXIS TING RR[HYDRANT -- EOP PAVEMENT oN® cTY cA 1 PUBLIC STM L1J'C'PLAN SS.�uLlni.inEl°u ® - ___—__— - NONE POLE_TELEPHONE ALE PP ;L ,TREETLc T 1 LEGEND, Dasnoc STO D I 1 0 EXISTING SANITARY MANHOLE TOLE [MISTING SANITARY C.ANONT 1 _ BASIN A _I l. EXISTING cam V € - EXISTING r._N roanNT 1 ' .., I I P Ex WATER METER m, - ' COz EXISTING w VALVE zDD I � , I I � I � I I. ExSTNG STREET LIGHT I - wC- 0 I EXISTING OR - -— EXISTING PROPERTY LINE EXISTING CURB LINE 011 EMS,.aOVERHEAD POWER LINE s TING SANITARY LINE a -F11 nNG STORM c a a SRNG NAmRAL"GAS LINI o�,1s EXISTING WATER NE � z o � 1 :�2 og _ - I I ,ao - 3P - LOGECr PAVEMENT ,qa. I _ , �� 1 p 1 1 GtND 1 PROPOSED STORM MANHGL �51 .� z �, SEAL _ _ _ _ _ PROPOSED I TIN TnrsY v,TLRA1 I. r a � � ���e�� I � .rc sR1 NP.OF STORM LINE _— E Rlwac NLE P TrnaN m z K sv 2Pw _ 0 Y ea I E Jie E ,z cI I pn5n/n I - ' i "IIIYECT PARKWAY.o LF ' IOR1[ND 012E00N12 01 IRO 1 I I EO.T .Ill 03 / ICE 501 J."'' '1 0A. I ,Tc I fDU NG AouF111 I I - I tad — PUPROFILE LINEF YLw 8,70 of LASS- .G OR9Ve'a B ID STM LN'C'P GLRLE " , TUAI.AT N VAI CY CENSERS EXPANSION /n Ir h `-' n u. TIGARD OR tD0 2 L' s - gVLGON. _ - PUBLIC SIM LN'C'PLAN AND PRORLE -,AG I Iwo - xA¢,wna Ma SCOFRNS 1,1 Fitt I c IIa0 a sc ,.6o I 1""'" 02 1 �-1.DTI H B H mkM G : " N „R c iI PM (1.mm/201,A9,Iwc rTeiiTTr III argl1rTRIT1nII.1'I I m s rs- I PvArl I'Il I, T I 712,.'1 .,�. R ,,,., a.. Sox IIz,.,-,.1.-,.zsa Tv zE I�Ie De x xT �a� -u ` ',1�� `�����5 I I a,dd.�`I T P,,,� r�z. T I I I I GENERAL NOTES: GENERAL NOTES: COMPACTION REQUIREMENTS 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON 20. A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE STRUCTURAL FILL: UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF OF TRANSPORTATION, FHWA, 1988 ED. EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY MINIMUM PERCENT COMPATION REQUIRED - - 90% TIME IN AN UNSAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND 2, TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY T-180 ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN THE WORK. . ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF FREQUENCY OF DENSITY TESTING IN LOTS . . . . 8" LIFTS 3 TESTS FOR EACH WORK AREA. EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE 2 FEET OF FILL CITY INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH ROAD SECTION - EMBANKMENT: 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. MINIMUM PERCENT COMPACTION REQUIRED _ 90% BELOW 3' OF SUBGRADE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF 95% WITHIN 3' OF SUBGRADE TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD 22. ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, POLICE DEPT., TUALATIN FIRE AND RESCUE) AND TO TRI-MET AND TIGARD AND INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY _ T--99 OR T-180 BEAVERTON SCHOOL DISTRICTS. PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL FREQUENCY OF DENSITY TESTING OF EMBANKMENT- _8" LIFTS 3 TESTS FOR EACH 4. ADVANCED WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION ON INSTALLATION TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE COMPLIANCE (FORM ATTACHED). 2 FEET OF FILL ROAD SECTION - SUBGRADE: NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MINIMUM) BEFORE INITIATION OF CONSTRUCTION WORK. 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY MINIMUM PERCENT COMPACTION REQUIRED - _95% 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, SEWER SYSTEMS) MAY BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PERCENT COMPACTION REQUIRED TO WHAT DEPT BELOW SUBGRADE _ 1 FOOT INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM, T CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY_ _AASHTO T-99 6. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. ENGINEER AGREEMENT NOTE #5.) FREQUENCY OF DENSITY TESTING OF SUBGRADE _ _ AS NEEDED 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR 25. THE CITY'S INSPECTOR MAY, AT THEIR DESCRETION, REQUIRE PROVISION OF ROAD SECTION - AGGREGATE BASE: BETWEEN 9: 00 P.M. TO 7: 00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN TESTS AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER 9:OO P.M. TO 8: OD A.M. SATURDAY, NOR BETWEEN 9:00 P.M. TO 9: OQ A.M. OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION MINIMUM PERCENT COMPATION REQUIRED _ • 95% SUNDAY. ADEQUANCY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN PERMIT HOLDERS EXPENSE. TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY . OSHD TM 106 OR T-99 TRAVEL SHALL ALSO BE PROVIDED FOR. 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED FREQUENCY OF DENSITY TESTING OF AGGREGATE BASE _ . . . . . . - AS NEEDED 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND ROAD SECTION - ASHALT PAVEMENT: REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND OWNER SATISFACTION. TO ASSURE PUBLIC SAFETY. 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL MINIMUM PERCENT COMPATION REQUIRED _ 92% CONTACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, (#639-4171) TO BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE. TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY _ OSHD TM 306 ESTABLISH A PLACE, TIME, AND DATE FOR A PRE-CONSTRUCTION MEETING. 28. THE ENGINEER SHALL NOTIFY WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN PLACED. FREQUENCY OF DENSITY TESTING OF AGGREGATE BASE 5 TESTS MINIMUM* 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S _ AVERAGE DENSITY INSPECTOR AT 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, WORK, TWENTY-FOUR (24) PRIOR TO STAGED INSPECTION (SEE ATTACHED THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) FULL TIME INSPECTION OR SPOT CHECKING OF COMPACTION . . . . . .SPOT LISTING) AND AFTER COMPLETING WORK COVERED BY THE PERMIT. PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. UTILITY BACKFILL: (BENEATH PAVEMENT OR SIDEWALK) 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT ANY/ALL ASSIGNMENT CHANGES. MINIMUM PERCENT COMPACTION REQUIRED FOR BEDDING _ 90% THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE MINIMUM PERCENT COMPACTION REQUIRED FOR PIPE ZONE - _90% APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR MINIMUM PERCENT COMPACTION REQUIRED ABOVE PIPE ZONE . _ 95% AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, PERFORMANCE. SUBDIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY_ _ . . . . _T-99 13, MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES, RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH DIFFERENT REQUIREMENT FOR PVC _ _NO ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR IN LANDSCAPE AREA _85% OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE ADDITIONAL INFORMATION/COMMENTS: 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. *WHEN USING A NUCLEAR GUAGE, TWO READINGS AT EACH SITE, THE AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT, SECOND AT RIGHT ANGLES TO THE FIRST. THE TWO READINGS WILL BE THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF 32. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER AVERAGED TO OBTAIN TEST DENSITY. WORK TO ACCOMPLISH CLEAN UP. SHALL CLEAN AND HAVE THE CITY COMPLETE A PRE-ACCEPTANCE VIDEO 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE BE INSTALLED AND MAINTAINED MEETING D.E.Q. REQUIREMENTS. THE CITY MAY CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. ACCOMPLISH EFFECTIVE EROSION CONTROL. 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL, 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL, 18. UTILITIES PRELOCATION REQ -- OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080, COPIES OF THE RULES MAY BE OBTAINED FROM THE CENTER BY CALLING (503) r G� 232-1987. IF YOU HAVE QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS \e}r EXPENSE. ),�7/ 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL V" ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. JI 1 � 'ti''� . �����D PROF ss REVISION DATE DESCRIPTION BY Jll�' � �J 1� 'J �1 �,� Q1 �y TUALATIN VALLEY CENTERS, 8770 SW SCOFFINS ST., TIGARD, OR 97223 - m 1 � �� � �`� 2000-008 �' ' JOB No. _ TUALATIN VALLEY CENTERS EXPANSION BciC Designed By. TIGARD, OR 3223 SW NAITO PARKWAY ,U� E��Ng Drawn By: BJC c 25 1g GENERAL NOTES AND PORTLAND OREGON97201 �;/0 fit, Bo �` � Checked By: DKB COMPACTION REQUIREMENTS 503-248-0617 FAX 503-222-9284 2 01 EXPIRES 12/31/200i DATE: 02 f / H B H 11535 SW Durham Road, Suite C6 NSHEET UMBER SCALE: AS NOTED Tigard, Oregon97224 Consulting 503/670-0499■fax 503/670-0540 C--12 DWG NO.: 20008-12 Engineers email: hbh@teleport.com L:/2000-008/DWG/20008-12.DWG