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11850 SW 67TH AVENUE-4 ~x .s. r- fR , v y I J I: ,I t I c r , „I _,..-_:«.:+..•„Mu.+u+•.u•.. ... ,e. .n.,rl,..•ur -- - vii ay�So� .- ,_. ;._,, .. .. �' .i; .. Irx , . ,•,..•.-•.•••....•.�•. ...+::�rsdwa4» IYBYuVkY6rc+aLi�aratkayylgpy,�,,, :, ,, .... - .. .....,.... u.r..................u..•,,..---=-+rrYL�.+q�.WW1�iLSa.EdlaN4a.uCrYl�tilssr•a::•.�_ ',Yrt1W.«�.wVrYlc.a.s...'.+inir,.+w•,.,r.i.c..-........,..:..s..:..,.1....,.:., ..... .:. ,.-..-_..a„ 7' i. • • i N1I1-DREN DESIGN )UP, P.C. 1 • A R; t IITEC'I UNIT • SP I 'TUNING • ' S.W. Ccvelan to 120 ` I'igard,Ore?,:In 9 1'692 Voice: 503-24 12 Fax: 503-244 i = C-nard j-r 9 REC SFr•' i in Ll I Y U IE121.IU �' PROJLECT LOCATION-- a > _ D� �I Po -�+BL > HART RD > GARDEN MO a •0 I � 6�� < pYLU 44i � • ORE • Owner: j,one ^Mai Analysis > d TAYLGrtS FERRY RA Zone �1, 1 1yi7 RD a V � r VEIR � rye. P o c i f i c NW Properties ZONE: MIXED USE EMPLOYMENT (MUE) " 6500 SW 105th AVENUE, SUITE 175 ALLOWABLE USE TYPE: GENERAL COMMERCIAL OAK T OMONA S 4 PROFESSIONAL OFFICES W y RD > DAK TA ST a BEAVERTON, OREGON 97008 PROFESSIONAL SERVICES ��� > SreFHENSEN PROPOSED USE TYPE: GENERAL OFFICE S > h Y rf S VOICE: 5U3-626-3500 FAX: 503-671-0211 a ti sro / V) r AL► T ST c� o RD Butt Project Contacts Cod • Mtn Tigar r,�F.9 Code Analysis G'IAR T McAONALD S T O'RUSE HULL MOUNTAIN V BASED ON THE 2003 INTERNATIONAL BUILDING CODE (IBC) WITH 2004 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS � _.--�Q9 = W > BONITA RD Va r �•y ARCHITECT: LANDSCAPE ARCHITECT \ F > J Mildren veslgn Group, P. C. Viridian Environmental Design, I .LC BUILDING ONE (1'WO STORY) Cj ATTLER S N OCCUPANCY B ^ O� 7650 S.W. BEVELAND STREET 813 S.W. ALDER, MEZZANINE B ,�KD RD w nu AM RD = �c�r�� _� SUITE 120 PORTLAND, OREGON 97205 CONSTRUCTION TYPE III-B a S J9 SHORE L' PORTLAND, OREGON 97223 VOICE: 503-227.-1639 FAX: 503-222-1853 � R ��, q• a BEEN TRE Q. ALLOWABLE AREA FOR A "B", TWO STORY BUILDING 19,000 SQUARE FEET /�--� ti �q VOICE: 50.3-244-0552 FAX: 503-244-0417 CONTACT PERSON: MIKE O'BklEN V ( Dur �P CONTACT PERSON: GENE MILDRF_N MOBRIENAVEDLLC.COM �- TUALATIN Owner: _. GENEQMDGPC.COM } 4 AREA INCREASE FOR FRONTAGE AND Aa=A t+[A tl f/100]+[A tls/100] P d Ds Pacif Ic N SPRINKLERS FOR BUILD;NG At=19,000sf, Is=200 sprinkled two story, If=i00[{F/P)-0.25](W/30), F= 64G 99 n, pL CIVIL ENGINEER/PLANNING: MECHANICAL ENGINEER: lineal feet, P= 742 lineal feet, W=27.5, If=100[(640/742)-0.25](27.5/30) 55.9, Aa=19000+[19000x55.9/100]+[19000x2C0/100] Vicinity_ Ma Properties T. M. Rippey Consulting Engineers R&W Engineering, Inc. Aa=19000+10621+38000=67,6215: Not to Scale 7550 S.W BEVELAND STREET 9400 SW BEAVERTON HILLSDALE HWY SUITE 250 TOTAL ALLOWABLE HEIGHT 4 STORIES SUITE 100 BEAVERTON, OREGON 97005 TIGARD, OREGON 97223 VOICE: 503-292•-6000 FAX: 503-292-1422 TOTAL BUILDING AREA 25,000 SQUARE FEET FIRST FLOOR VOICE: 503-443-3900 FAX: 503-443-3700 CONTACT PERSON: DON PFAFF 23,667 SQUARE FEET SECOND FLOOR 6600 SW 105th Ave i e 175Bea 48,657 SQUARE FEET TGTBeaverton, Oregon 9 CONTACT PERSON: KARL KUROCH (CIVIL) CONTACT PERSON: LANS STOUT (PLANNING) Sheet Index FIRE PROTECTION: BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE PROTECTION SYSTEM AND AUTOMATIC SMOKE AD.1 COVER SHEET STRUCTURAL ENGINEER: ELECTRICAL ENGINEER: DETECTION THROUGHOUT IN ACCORDANCE WITH OSSC 903.3,1.1 A4.9 MASER-SITE-,L-MN PLAN-(PART4AL) A1.1 SITE PLAN _.��;,_ T-LORA4 FG01'_DA:Fh9P4 PLAN Afghan Associates, Inc. R&W Engineering, Inc. B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC SECTION 1013.3 "AA'1 �1' 3n E�Aa= -62-?i �UGT-6lndr SE-GE0n nnn F-RAMiNG PLAN *E 6550 SW VARNS STREET SUITE 200 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION )15.3 9049 pl+�- Propct: 9400 SW BEAVERTON TON HILLSDALE HWY SUITE 250 �_�� ^�cS ��} --' TIGARD, OREGON 97223 BEAVERTON, OREGON 97005PLAN S2:.2-- TURA ,F-PAM ) Tigard VOICE: 503-620-3030 FAX: 503-620-5539 VOICE: 503-292-6000 FAX: 503-292-1422 BUILDING FIRE REStsrrv� REQUIREMENTS (TABLE 601) C2.0 GRADING PLAN -s1-- �TIONS C3.0 SITE UTILITY PLAN ss3- � PANEL s CONTACT PERSON: HAMID AFGHAN CONTACT PERSON: JAMES MITCHELL INTERIOR NON-BEARING WALLS NON-RATED C4.0 EROSION CONTROL PLAN F6q,•1 AiLs• Triangle STRUCTURAL FRAME NON-RATED C4.1 EROSION CONTROL DETAILS -.251--STRUGTURAL DE�2'7 ROOF NON-RATED -55x2- STRUCTURAL DETAILS �-o n-i m o n s SHAFTS (707.2.7.1) NON-RATED 4-T'+9-- PLANTING PLAN -s6- &EThf--SRAI Building 1 FLOORS NON-RATED _1,2.0- S54 5TRWCT-W­­ U�;.L .-OETA11.s - u i ld Ing STAIRS (1019.1.9) NON-RATED ELEVATOR EQUIPMENT ROOM (3006.4) NON-RATED A2.0 9�ERALL- - PLANS 11850 SW 67th A,.e MAIN ELECTRICAL ROOM 1 HOUR RATED Tigard, Oregon 972 _ A-2.1.2 Lwn_-PjzAN e2 9 oearrer FiLOGNpLA ROOF-PL-An J12.,i1_ FIRST Elnrw A2.3.2 SEGOND /�q�j p-c'^CGyAE.)Ct/i�L�1�A�1:��� A A2.4: YAIL'Plft GE-D--i'L09R-R64,Np... 7 CAR ARG&9 FLOOR I'A" Sheet Title: begal Description: VATiONS A3.2 BE)WEHNG Aj.1UILQWG� Cover She A 4.;--- � A POR-f;ON OF BLOCKS 7, 8, 13 AND 14 OF THE PLAT OF "WEST PORTLAND HEIGHTS" A-,._._ &C-GTIG1-S- LOCATED IN THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 1 SOUTH, RANCE 1 WEST, OF THE A4,,; WALL--SE4TEgp}r,,.- WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON A 4.4 MAIN STAIR c&CUQNS� f�FiMr�OR- 6A1JS- 4511 119409 Site Data _ Deferred Submittals A64 P&T-A;68 AREA - . �X COVERAGE: $L��A-CES OWED• nE SITE (EXISTING) 103,973 SF (2.39 AC) N.A. 1. SPECIAL INSPECTIONS: 2. DEFERRED DESIGN NEW DEDICATION NA A. SOILS - GRADING, EXCAVATION AND FILL SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT SI TE 103,9 73 SF 2r 39 A C A6' s Jurisdictional Review notes f � ) N.q, - FOUNDATION BEARING SURFACE COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING: , Orme, flnc! stamps: S. CONCRETE - PLACEMENT OF REINFORCING STEEL STEEL JOISTS AND JOIST GIRDERS BUILDING 48,667 SF 46.8% r 40% - EMBED PLATE INSTALLATION ELECTRICAL_ DESIGN AR INCREASE APPROVED BY CITY OF TIGARD IN TYPE 11 DECISION, SITE DEVELOPMENT REVIEW (SDR) 2004-Op011 BOLTS CAST 1N CONCRETE HVAC DESIGN Revisions: - "TIGARD TRIANGLE COMMONS PLACING OF REINFORCED CONCRETE APPROVAL DECISION DATE, APRIL 1, 2005. - TAKING OF TEST SPECIMENS PLUMBING DESIGN C. STRUCTURAL WELDING AND HIGH STRENGTH BOLTING MODULAR BLOCK RETAINING WALL AREA: X COVERAGE:- X COVERAGE REQUIRED - SINGLE PASS FILLET WELDS FIRE SPRINKLERS LANDSCAPING 31,763 SF 30.5% 15X - GROOVE WELDS AND COMPLETE PENETRATIONS LOW VOLTAGE PARKING LOT LANDSCAPING 594 SF - FLOOR AND ROOF DECKING ALARMS - WELDED STUDS IRRIGATION SYSTEM DESIGN (LANDSCAPING) - WELDED COLD FORMED FRAMING STEEL STAIRS - WELDED STAIR AND RAILING SYSTEMS ELECTRICAL AND MECHANICAL COMPONENT ANCHORAGE 1MPFJMQQ5 AREA: ABLA; X_COVERAGE - WELDED REINFORCING STEEL FOR EMBEDS APPROVED BUILDING FOOTPRINT 25,000 SF 24.OX -" HIGH STRENGTH BOLTING PARKING STRUCTURE 25,567 SF 24,7% D. STRUCTURAL MASONRY - PRISM PREP/TEST SPECIMENS PAVING 21,100 SF 20.3X - UNIT PLACEMENT - PLACEMENT OF REINFORCING STEEL CIT+OF TIGARD .��G TOTAL_ IMPERVIOUS AREA: 71,667 SF 69.0.91;' 85X "-.NA.(t34...............4 11 -r- GROUT GROUT SPACE �I�IINNyApprover!-....................11k - GROUT PLACEMENT I�rNNy(114 �pw•a�rertnedl : MILDREN 0ESICH )P, P.0 SPACES PROVIDED: SPACES PROVIDED ko. fay r'Oy� 1• RIGHTS RESERVED JL�EAGE,S REOUIREn: E. OTHER - STRUCTURAL STEEL FABRICATION AND ERECTION 4"rs+rorMbw•-, --"- •••�r t(� h0 �1i 7 f}t tr At ( T1R:SE DRAWINGS ARE T14E (BUILCING ONE--SURFACE) (PARKING STRUCTURE) - BRACED FRAMES AND ASSOCIATED CONNECTIONS •11HJINII�� MILDREN DESIGN NOT TO K C*4OUP, P c., AN b' Dale MANNER EXCEPT WITH THE PR lTTI . PARKING OR F. SPECIAL CASES - COUPLING OF REINFORCING STEEL P C. STANDARD 9 86 - ADHESIVE ANCHOR INSTALLATION PERMISSION OF rrnnRE„ DESI (INCLUDING HANu1CAr) (6) (p) EXPANSION ANCHOR INSTALLATION DJite: 10 A 16 (INCLUDING CARPOOL/VANPOOL) (0) (7) 7 COMPACT 9 64 (`Q� �C®g'Y I Dra,.vn by: C d .v: 18 150 DAV/MRWE �) TOTAL SPACES PROVIDED 168 134 MIN /168 MAX. Job Number: 00. I BICYCLE PARKING 26 26 - -- -- --- ---- Sheet f c Permit Submittal May 2006 AO. I 30Xr IM Wei 74 . i r : 1 , • �t .r . , r, „ I'..,. .-,,... r .:. .. a .;, r... .... , x di!r u.R ..... ,.,,.«..r.aw.....,: -- �".•Iriilcitt lY'iiiY4�'iAu.YY�iJAI- 70'-11;1" •• :•• �•• • Keynotes :' :•: -� .. _ o, 1. CAST-IN-PLACE CURB WHEREPOC14p LS-SOYA, SEE DETAIL 16/A1.3 M 2. EXTRUDED CURB TYPICAL UNLESS OtHERWISE.NOTEIJ, SEE DETAIL 17/A3.1 MILGitEN DESIGN GRO 3. RETAINING WALL - SEE STNCMF?Ay :F-1?� TYPE AND HEIGHT ARCHITErruRH • SPACE rt. 4. PIPE GAUi%:.«AIL - PAINTED -. '. I ' " 7650 S.W. Beveland, Suit 5. CONSTRUCT COMMERCIAL PRIVEWAY ADJACENT TO EXISTING Tigard,Oregon 97223- CURB PREP - SEE DETAIL 3/C2.0 Voice: 503-244-055 Y. _ 6. CONSTRUCT 12' WIDE PUBLIC CONCRETE SIDEWALK WITH TREEAELLS Fax: 503-244-0417 7. VISUAL CLEARANCE AREAS " I 8. LANDSCAPED AREA, TYPICAL SEE LANDSCAPE PLAN I 9. SEGMENTED BLOCK �PETAINING WALL -- SEE CIVIL DRAWINGS FOR 8 ELEVATIONS 10. TRASH/RECYCLEABL,� MATERIALS ENCLOSURE 11. PAD MOUNTED TRANSFOPMER - SEE ELECTRICAL 12. ACCESSJBLE PARKING FPACES, RAMP, SIGNAGE ANC ACCESS AISLE, (6 TOTAL) I 13. VAN ACCESSIBLE PARKIN(_' SPACE, RAMP, SIGNAGC AND J ACCESS AISLE, (1 TOTAL) 14.CONCRETE WHEEL STOP, TYPICAL .1 15.COMPACT SPACES WITH 6" HIGH PAVEMENT PAINT LETTERING `COMPACT ONLY", (9 TOTAL) i 16.LOADING SPACES WITH 6" HIGH PAVEMENT PAINT LETTERING "LOADING SPACE", (2 ICTAL) • 17. BICYCLE PARKING - SEE DETAIL 14/A1.3 18. LIGHT BOLLARDS - SEE ELECTRICAL 19. 7'-0" CONCRETE SIDEWALK !�- 8 1 11 BUILDING O \ ` 20.PARKING OVERHANG AT CURB, TYPICAL T 30 I r, Jti (D- 21. COVERED ENTRY AREA, i N 8 1 22. TREE WELLS - SEE LANDSCAPE ° on , _ .j 23CHANGE IN PAVING AVING MATERIAL FROM CONCRETE TO ASPHALT R r,•- - _-__ _ - ---- -- _-- _ - - -__ __- _ _.- _ - . I 1 I 24.PAINT CURB RED AND MARKED "NO PARKING FIRE LANE" AT n L, EACH 25 FEET IN 1" WIDE X 6" HIGH LETTERS 1N W41TE VF �\ 25.PLANTER/SEATING STRUCTURE I � _ -� � � � '� 26.PLAZA AREA 10 1 TRASH �� 16 20 tO /-`- ��� 27. STAIR FROM PLAZA TO BUILDING N �� 0 19I I � I - � ONE 1 f ' �6 ( 25 \ ', 28.CMU PILLAR 29.BRICK/CMU COLUMN 1 1 4'-0" 12 49'--it 13 30.RETAINING WAIL - SEE CIVIL D TWO 2 - � 1 �- \ 31. ASSUMED PROPERTY LINE 9ETWEEN BUILDING ONE AN 7-p" of 3'_p' 3'-6� 2116 A x I i 04 3'-0" 8 j R I 19 - `- ,),}'_4" (4 AT 8' 4") 41'-8" {S AT 8'-4') \ \\ ----- 7 23 I LOADING I 15 14 2 ( � 3 i . o I I 1 co � � I 25 I Cork " _r 1 j I I 4 ��j ,22TF 1 ��w 6 ° o 0 0 0 235 CO, 22 18 �, I _,-r 31 � �i/ `�\ ` � Y O��ner: • 30' 6 I I • _ - 17 " ,_11- t7 Pacific NW -N- -- - -- -- - - -- -- -- ---- - - CURB / -- 26 , _ _ 27 Notes _- -- -- - - - -- - -- --- - " p A. "C DESIGNATES COMPACT PARKING STALLS Proert les B. "P" DESIGNATES CARPOOL/VANPOOL PARKING STALLS C. SEE C2.0 FOR SITE GR-4,DING c I D. SEE C3.0 FOR Stat fILITIES o 0 E. SEE SHEET A0.1 FOR PARKING COUNTS 8 -_ 1 ..600 F �• - v S l0-�th ASR., S 1 � • I Bea%erton, Oregon x'-70 GJ 4j I � a _ 1 Project: Tigard n_ Triangle .Q) ,` t Commons - �� at 1 Parking Ga Sµ' Clinton Street I 1 Tigard, Oregon 5 "k- 28. 1 ( J I I BUILDING TWO Sheet Title: - �, ° 4`,-�- --- I ❑ Site Plan 1 36'rO" o - �xT U v v c� v c� v ,� c_� ❑ I �i 10'-0" 29 �''❑ 5'-6" TYpIC4 30 I BU-ILDI , G THBR 13 [3 ❑ o I >Q_ I Revisions: _ I � l - _ ° ° • i MIL.DREN DESi_ "ROUP, P.C., ALL S R RIOHTESE141) Site Plan MILS Dim OU,P.C... a NOT TO K USED OR AN MANNER, EXCEPT WITH THE ITTI PFRMISSION OF M11DREN DESI P, 0 5 10 20 40 Date: 10 2( - Drawn by: C d DAV/MRW D Job Nunn[r: 00 Sheet �L _01 111 0 1111 Permit Submittal - May 2006 A l . l . .. „ ,.:wIM•r••:^+w...tvn.,.wun•rm•w,rwY"Mlt.:m,,.,iw..'.. ,•...w<.eae�N.11�1�M� 1, P+1 , } .,� I'i,', v '. ',+1�'Y'.�ut(h U' y _.4 �'vv ,4��� � I�. y�tv' ,s � �.• i h _ � F " bkY N:r r w v F 3 OX ,.14A,' jjAll'', 77 ... :•.^...,r.'- .. tt..Y 4 .:1. .K'.. �ij + _ a, ]A ,•err:;^ a., rv` "uff.t .{a a ,"la�4;:,y r P,+ .• .. ^"� t'.nr ?les + .iJ�' n "1 L re. a I' SF :1 e{' G. - ,; .. r' i,u .^s• y .,". t.1•-:.-: x,. ., , ,,': I'..'r ...;. 5 '.., .V �,:- ark; j. r "' .,;" J, r: P ! ,nP„ ;?r' �'! 'iR rk'C.,. M',f;'..1`.'',2r r. � �::._ 4. .. ♦V - .. -- � AA .: ���.1, M• ... d ,.i..:.,. � X11.. -, a. A #1 „�� :. ...,id ..t.. .. >. .. .,. -rd, >.. '')'? i, .i � - . -,:, ., ,,.. ..i-,-.,.. Y ,...,, av-. .�., .. - . . .". ,. _. ,,: .• »moo ,::. 7 ii -'� lf, ,i, ' - #'iY,.L�Y'ir{ .: Jeu.a..:.wc►Nuf,n - .._..:..W .----� W,w -.,- .1�MY...; �.�.-i+'..0 dii,lYi�LJ,_'•��. -',.,+��Irn.�xr'�,� -fa'ur.iy` ` '">vi-r4vve.•: _+�Y16�.I{w�y�► • •.•I3,Uy .. .._.. :. .. " 1:W,.N.auiti:laJYJw. rete-.YWu....e..-.. :_,_. c._._, :o„�yN+�Bt�.§IYWM.IXYdMlitl,eiHfl'.1i/:4it,r:.ti'w-.ALM..,.eJ.rw.u.,..w'.6w4aM.WitirMu'.uun„i:p[WNv,61vfYYNIW,�• :•.,'- _ .u ...,:,. ...--..._..u.. ......_.,-.0.,.dn.iWWYAWa...:w.1ri.i..,wA LEGEGASI�IIIIIIiIiL NOTES . EXISTING CONTOUf - 1 FOOT INTERVALS 1. ALL. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION, THE GEOTECHNICAL INVESTIGATION FOR THIS PROJECT BY GEODESIGN, DATED s EXISTING CONTOUR - 5 FOOT INTERVALS 2. 28, 2001, AND THE PROJECT SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED - CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL I / r ` ;. MILDREN ► i���V GROU ., 102-- NEW CONTOUR - 1 FOOT INTERVALS / _f- � • ••• •• AkcttrrEcrUNE SPACE PLATIMES. r ! :': ;•: ' ' 7650 S.W Beveland,Suit --I00 NEW CONTOUR - 5 FOOT INTERVALS 3. THE CONTR/.CTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER, 3 38 BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 800 332-2344. 3 Tigard,Oregon 97223-8 � CATCH BASIN RIM ELEVATION 4. THE CONTRACTOR IS RESPONSIBLE FOR COORUINATION OF PRIVATE UTILITIES t� �-6 11 �� / Voice: 503-244-0552 0 SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT t I ��. / Fax: 503-244-0417 LOCATIONS WITH ENGINEER. / _/ � 3�- t -� SPOT ELEVATION 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTICN INFORMED OF ♦ CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED - MH MANHOLE RIM ELEVATION INTERVALS. 24•-HOUR NOTICE IS REQUIRED. 3/ / �/ 1 RIM-100.00 / /, /, 6. EXISTING CONDITIONS BASED ON TUPf5GRAPHIC BOUNDARY AND UTILITY SURVEY / / / / (E) EXISTING PREPARED BY WRG DESIGN DATED .AUGUST 26, 2002. 26 A. RIPPEY / / 7. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE / \��\ '. 't � CONSULTLNGENGINEEP' CATCH BASIN GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH / / ' ♦ �\ \ •�? GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN / / / \ ��\ xN "��/ \ 7650 SW Beveluid,Sw,e ICA' �� \ TiOM: O 3)"3.390 Fax:(5031443-3700 � Phale:(303J4e3.3900 � MANHOLE ROUGH GRADING. t / � ,/ \ `♦ �\ `\ / � , 8. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE FINISHED --1 t / ; - i \ \ \ a `�?j GRADE, WHICH INCLUDES SUBGRADE SOIL, TOPSOIL, SOIL AMENDMENTS, ROCKERY AtJD RUNOFF PROTECTION. CONTRACTOR IS RESPONSIBLE TO '--'-- -- / a,^�� � � �\ \• !. / �` COORDINATE GRADING WITH BOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. CB \ �%� p D RIM 325. 35 _ - _ `.-� J `� \��e�` �' �'�, --- 38 - ,f. • __�` ,� \ ,� 15504 ��+\ _ O I - I I .- -`3 t 1 -' _..- ( 334 r.+ \ \ \ \, \ `i .P ✓�r 25,��` Z M CONC. ���' 33 I \ ,ter \ \\� \�� \ \ r� �qRL KO�OG O - t i - % _ ` \ `% \.\r...\ \ �� (EXPIRES: 6/30 07 - - -- - I • I \ \ \ \ \ \ ` 327.25 325.3 ' \ �r 0 I \ 3321 330 331 \� \\\\\\\ 329? \ - .01 TC (E) 325.09TC ( l +I �.� \ \NN\ \ \ \ \ \ C9 RIM=328: / RIM 325,_36- CB �.0 SCALE T • 10► RIM=318.4E / i 1 \ �'1 1 \ \ J 1 / / 1 q 1ner: --- _ \ \ \ , Pacific NV`r I 328 326 324 322 I 320 1 Properties 319 \ \ 330 y '�` \ \ _ - - • _ - 1 J \ \ \ \' I r r .0 � � ° I _ - - ._� --- - �. - -- \ t � 6600 SW 1 . ° d C , - _ _ - _ \ 105th Ave..Sui Beaverton, Oregon 9700 I 1 r - `_._-._.._- _ _ ----^--- _ __ _ / I' r 8 -- 33365 I ---- - - 1 i 4 318 O / ��' i - 3 4.65 - --- __/ -�f= -, .� � 1 l �'� - n 01 0 _ _01 Project: ^ 334 05 ,' ® 7-- - -- Tigard 33 6 i � 0 ---- �,51Q�` -- �, ,�, �.. -.-M••c , 1.,J Triangle 3 '17 � 3 3.0 4.65�� \` Commons - 334.65 34.20 Building On� '\, LJ ,� 11850 SW 67th Ave Tigard, Oregon -- -- 334.05 •` � _D ���c 323 00 5.85316.70 31 321. C 334.05 - L316.35 316.50 ° 1 1 O O mm( �� - 312 - - - 1 ' // r `; '1 Sheet Title: 321.00 Building 1& ° - \� - Grading Plat - --1- - ° I Cl -305- is ` 320.000 323.00 304 - 3 � t- 319.00 \ 301 - ._ �� - ---- --- - ---- O - 31 300- 0 -- 0. _ �O o -�\ �\ -299- 314.45 ' ---° - _ T 314.10 314.25 0 - _ ✓:- . za I ° WALE C '�LE * ' ,o' 08 ---- - _ 0 \ C3 Revisions: - - -- o CB__ - - - - RIM = 31 8. 40 oo 318.50 t i �� �� - c O --T- 318.47 o, 18 \ ` 318.47 /\ \ 318. \` _ NORTH 318.4 318.4 �� c.,�# RIGHTS RESERaP2 _- VALE r 1 , ��E r - THESE DRAWINGS ARE THE PR -_-._. _ - -_ MILDREN DESIGN CROUP, P.C., AND 318. 10 - NOT TO RE USED OR REPRODUCED v \ 31 .50 I PERMISSION OF P PRIORT WITH THE " MILDREN DESIGNrc Date: 10 N1 pl I 1 Cl Drawn by: (he h\ JEC Job Number: 10 .0 $ pk= Sheet o f- SOAL,! T W C2.0 • Permit Submittal - lu'.!q,y 2006 Tm Im I w- T - - i'X�M]P. :- $.N ,,' � _awir•...„1•MM1Y/OYY•. a:s.fn,•,sw•.rp•' MRMIIMMQ II�•ul•p1il� 1i !r 30X N1 1 d rig yt e Z ea' + i .�'e'F.111�f7�liula.. ,.......,_.,.. _ :.•..: ..:,r-a..+...a �rdYlL°,un'.wasraecwi_..n.�.,..�+wa.•,a+.++�'aws..a.aa..._..-.w,•....... ..... ..... .......... ......_,,.,,.....,uw..w...«.u,..+«r�n:w fa.�.-- - -'r. ' -i"�,asic•-..,'"`'sa"mfY61L�lY�IM'SU(i�6ifrar.,,....,.. ......rcrlwa "'�'.o%:'it'. _ ..,..i.,•� _ <.•r uW...YMw,x/,N.f.rn,rr,tlu-•:.,.,.,._.. y., .i..:.....c....�:tc.,...4• .y: :.:. .. ,.:..r �IiIY'rr....r... .w n-`�.+,.u....v , LEGEND NEW EXISTINGJG I MILDR SANITARY SEWER UNE ------SS---- Y i yam..., ••• � : � ° ARCHITECTURE SPACE, DESIGN GRO C. STORM SEWER UNE `� :. • . T ACF Pi. -- "__----- _ ° . 7650 S.W. Beveland,Suit y3Et Tigard, Oregon 97223- FIRE WATER TER ----FW - Voice: 503-244-055 DOMESTIC WATER LINE ------DW----. � 340/ / /;' / ,~ - -�`�- _r?+� w - ' TELEPHONE LINE T - -- / :536 ELECTRIC LINE ---------E -- r ��.- Fax: 503-244-0417 J NATURAL GAS LINE _ 330" � CATCH EASIN ELEVATIONS CB I \ 326 r.`---`�--RIM 100.00 IE 97.00 MANHOLE ELEVATIONS MH --' / T.M. RIPPEY RIM 100.00 32�~`� CONSULTING iNGINE � � 3?s 7e50 sw e°.�L,w.Swig Iro IE 97.00 \ Tigard.Wflehciauj4 ig EXISTING (E) / _ Phmw:(W3)•43.3900 DOWNSPOUT 0 DS t FU;(503)443.3700 CLEANOUT •CO MANHOLE Q 32? FIRE HYURANT CATCH BASIN • I �^/ ��- DOUBLE DETECTOR CHECK VALVE �DDCV - l 0 WATER ME.ER - ( �T OWM �\ RD BACK FLUW PREVENTOR UEIBF }- ! WATER VAI VF 0 WV I,I Ea330,50 (TVP) r v� CGi Na�� - 4 4 !� 338 "`-_- _ - - .� �... q GENEPAL NOTES Wi/� 334' r11 .334 1 ,r ✓�r 25, j if J7 ` �� SRC KORO r ti \� EXPIRES: 6/30 U7 1. ALL WORK SHALL C(JNFORM TO THE REQUIREMENTS OF THE CURRENT -' - - T �y EDITION OF THE PLUMBING CODE, BUILDING CODE, AND THE FIRE CODE. _ _ -- WORK SHALL ALSO CONFORM TO THE STANDARDS OF THE CITY OF TIGARD11 AND TO PROJECT SPECIFICATIONS, 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE Al ALL TIMES. 1E�e321.45332 lw -_ 2 S R 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER, IE-321.50 3 BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 800 332-2344. I 329 � 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES ,�� SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS WITH ENGINEER. CB CB R!M=328. IE-316.50 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED I IE 24.7 _ RIM 325,35 OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT - --- IE 323.35. - _ \ REQUIRED INTERVALS. 24-'HOUR NOTICE IS REQUIRED. 1 20. 0 6. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, m I I � CONC. BEND, FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. l ---I - -- - CB - RIM=318.40 7. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH PLUMBING CODE ! IE=316.40 I °� Ow tier: SEVEN, SECTION 707 AND SECTION 719, NOT ALL REQUIRED I f CLEAN OUTS ARE SHOWN. o B. EXISTING CONDITIONS BASEL) ON TOPOGRAPHIC BOUNDARY AND UTILITY I � I I C \ P?c if lC 1�!�TVV��T SURV�' PRET`AREC EY WRG, DATED. I _('' I - $ ---- _iy �- I IE 316 35 I 1� IE�316.4O 9. THE CGNTRACTOk SHAi_L VERIFY AND CONFIRM Ex15TING CONDITIONS. I ' 320 ` I PI Opel les NOTIFY ENGINEER OF VARIATIONS IN CONDITIONS SHOWN ON THE PLANS. 1 ` �It 31 u t- POINTS OF CONNECTION TO EXISTING UTILITIES AND LOCATIONS WHERE NEW - - - �� UTILITIES WILL CROSS EXISTING UTILITIES SHALL BE VERIFIED BY POI'HOLLING -�, ` - - PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE POTHOLLING SUCH THAT IF 333 CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME EXISTS TO PREPARE / I I I - t I 7C MODIFIED DESIGNS AND HAVE THE MODIFICATIONS APPROVED BY THE !; I ,� ( 4 JURISDICTION WITHOUT IMPACTING 'HE PROJECT SCHEDULE. - -- 1 6600 SW 105th Ave., Su d ° 1 f ti , p Beaverton, Oregon 9100 10. STORM DRAIN FITTINGS ARE TO 6E ECCENTRIC. _ 318 11. SITE RUNOFF HAS BEEN G`UANTIFIED USING RATIONAL !METHOD ANALYSIS. �' \ ►- i PIPE SIZING IS BASED ON MANNING'S FORMULA WITH N=0.013. IF THE _�� .- -jL - �i - ) CONTRACTOR DESIRES TO SUBSTITUTE MATERIAL WITH A DIFFERENT N-VALUE REVISION OF CALCULATIONS WILL, BE NECESSARY. THE CONTRACTOR MAY o CONTACT THE ENGINEER FOR THE REVISIONS. �"'-_ _ /�-- - - - ' •. �--' .7 - - � T �z � 12. PROVIDE DRAINAGE FROM DDCV, WATER METER, AND CHECK VALVE VAULTS o �`\ r_. Project: AS REQUIRED BY THE JURISDICTION. PROVIDE THP PUMP WITH DISCHARGE - -- - - -- -" - - � ``` 1 t TO HEALTH DEPARTMENT APPROVED LOCATION. PROVOE CONDUIT, WIRE, i �� Tigand AND CONTROLS TO BUILDING EQUIPMENT ROOM. CONTRACTOR TO COORDINATE WITH ELEC-i RICAL CONTRACTOR TO PROVIDE A DEDICATED y I •a�....a^.ad o. � CIRCUIT FOR PUMP. 13. DOMESTIC WATER LINES AND ACCESSORIES BETWEEN THE WATER METER AND TI langle� a / � 1 THE BUILDING SHALL BE INSTALLED BY A LICENSED PLUMBER EMPLOYED BY I � 1 Commons - A LICENSED PLUMBING CONTRACTOR. �' 1 • r` BuildG�� 14. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF - MATERIALS APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT Build ' a"".�'a'm'•°"` "' 1 EDITION OF fHE PLUMBING CODE. 314 11850 SW 67th Ave �`'--� , 15. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE Tigard,Oregon- � �+ APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES _ PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-S!XTH BEND - - •, ) OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP, fA 16. INLETS AND OUTLETS TO ON-SITE MANHOLES SHALL HAVE FLEXIBLE CONNECTION NO CLOSER THAN 12" AND NO FARTHER THAN 36" FROM THE MANHOLE, 17. MANHOLES SHALL HAVE SMOOTH, UNIFORM WATERWAY WITH CHANGES OF �^"•��- +• �• �� �R-- n ( ti Sheet Title: DIRECTION MADE WITH THE APPRUPRIJ,TF SWEEP OFFSET PER THE OREGON 1 PLUMBING SPECIALTY CODE. - 3 F tl i id i I1 1 & ° _ U t i l it`. Plan IM 305--�� +---303-_.--- \� _ ----•302---_� X310 - 300- -- ■ <Q� I 1 PAVED AREA ON PRIVATE PROPERTY LANDSCAPEA ONLY --_ ARE_- o SAWCUT RESURFACINC TO MATCH EXISTING PAVING -- "'---- i ' METAL GRATE--RATED FOR "'. � I`-• 29� SECTION. SAW CUT AT LOCATION OF' JOINT i EXIST, A.C./ CAST IRON PIPE SLEEK c CONNECTOR o SECTION ` /� /- PROVIDED BY MFR. - Q 308_ \ e" - C3 1 0 -� --4 --- --- MIN - I _. III _.III 1 0 a _. ; " ,' APPROVED ?o r - - I NATIVE 1 1/2"-0' CRUSHED a (COMPACTED)LL z AGGREGATE BACKFILL ° ° ' i-- � -� T- ^ (COMPACTED) " iD !-� - ACTED ao � - O - to o - _-III ° ' / II1 III -�- _ a °'e X CLFJ,tJ OUT - ° ss= F l 446 -1- j. NOTE: V� r' PIPE SIZE -III II I u a o a° /, III"-I(I-•' tT] �7 �p Y , Y Y iE AS CALLED ~ BAFFLE / _ C VERIFY AL.I- r /Z_ a REDUIREMENTS W/ OUT ON PLAN 2'-0` ROUND OR SQUARE SHEET JURISDICTION METAL CATCH BASIN - DEPTHAS PIPE ZONE iO " ° o° a ° III=I I I PR OR TO S1ART OF -- REQUIRED. COAT WITH ASPHALT ° 1 CONSTRUCTION EMULSION INSIDE AND OUT. AS --r� a =III=! `\ MFG, BY LYNCH CO. OR EQUAL. BEDDING - " " - ,a a, PAN WALL TO BE 1 D GA. ' MILOREN DESIGN Orale,c.c., 2 _ USE '),I. PIPE UNTIL 18" BELOWRIGHTs RESERVED © -- �Q/ f' r ' THESE DRAWINGS ARE THE PROP GPADE. MILDREN DESIGN GROUP, P.C., AN NOT TO B' USED OR REPRODUCED YX 3/4"-f PIP[ LSE-DDIN GD Plh t ZONE MATERIAL MAIINER, ! -fPT WITH THE PRIOR EN -•111--III--•- III AN PERMISSIM ,•IF MILDREN DESIGN P. Date: i 0 M 0 � CI�►TCM B1AS�1 CT'It�N - --------- °® Jrawn by: (`hc b, w 1 � @� WT Jnr To sc.u.F JEC J) C� O NOT TO SCALE 02 i2`, Job Number: 10 .0 Sheet r Y' Permit ��bmittal - Ma 2006 C3.0 Y Tm LRIs m F ro w-4 No.3 I 1*•�r�M� y,y�yg,,t � �t �#y r t p f i F"QC! 6!1 iJ�i � :7d� � GSI is WIf � VRA •A�1 i`!♦ .O'♦ �{ �y '. �}.l :{ �..: P 1 , - i , P -hill 30X i 9 y ;y C PAP L " , yWYIiMA 00"w"til k�rtW/l(i!ftl4�111M111pM r�rrwar�.,v'rv�ira"r�,�,....•- aia�•�r� _�rrh __ _ - -.. . / "♦ +. 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LEGEND (------ — -- —---- _ .. _ - — -- 102 -- - ---- EXISTING CONTOUR - 1 FOOT INTERVALS / •`' •�• �•' '• • ' • ' L ----_100--- -- EXISTING CONTOUR - 5 FOOT INTERVAL ------ - �'� �� \'�` •,• 1 MILDREN DESIGN GRO 102 NEW CONTOUR - 1 FOOT INTERVALS LI ... •. 6 I + �-�._.-,-•r"'�'"����.__ -� • ••• :. •': •i,• �.: ARCHITECIURF: SPACE PI. " 1 38 /_�- r T650 S.W. Beveland,Suit 100 _ NEW CONTOUR - 5 F007 INTERVALS 3 Tigard, Oregon 97223-8�- � ! ••• Voice: 503-244-0552 6 I � '` / Fax: 503-244-0411 y i / \ (E) EXISTING 1Y1�CATCH BASIN BARRIER \ T.M. RIPPEY CONSULTING ENGINEERS GRAVEL APRON 7650 SW Bevelu,d,Slate 1(X) / ♦ \\` ' . Tig&I Phonc;(3'13iµ3-3Orcm 200 Fax:(503)µ3.3700 ■�. ,� �. .�. SEDIMENT FENCE BIO BAG - / ♦ \\ \ ��� 1 PRO STRAW BALE BARRIER _-----ter � `\, 15504 338 334 4 N, \\\ \\ \ \ \ ul. EROSION CONTROL PLAN GENERAL NOTES ---=—�' �,,' I ( 3 �, i<oRo�� - =X332- - -,:_ \ \ \ \ \ \ \ \ \ \ �KO t1L' - - Ilk , '� \ \ \ \ \\ 1. THE IMPLEMENTATION OF THESE EROSION/SEDIMENTATION CONTROL PLTHE EXPIRtS: 6/30 071 S (ESC) 1 - - -_ -\ - -- ` , \ \ \ \ �j AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADiN( OF THESE L - = \ �,` ESC FACILITIES IS THE RESPONSIBILITY O. THE CONTRACTOR UNTIL 4L� CONSTRUCTION IS COMPLETED AND APPROVED BY THE ENGINEER AND DEPT. OF "� I \ \ \ \�\ \ \ PUBLIC WORKS VEGETATION/LANDSCAPING IS ESTABLISHED. ! \� \\'� \\ ` / 2. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHAI-L BE / 14 CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. CON c noN DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS I ENTRAN \ 332 \ \ \, \•�\\ \\ SHALL 9E PERMITTED. THE FLAGGING SHALL BE MAJNT�JNED BY THE CONTRACTORi �` ----- f _ 330 '331 FOR THE DURATION OF CONSTRUCTION. 1 - \ ,, f' \ ( a \ .\ \ \•\'\ 329 �- 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO I AND/OR IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES AND IN SUCH 4 MANNER AS TO INSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER �l THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. P - 4, THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR '-- AP,;IICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC / - �- -- -• _- __... - - - ♦ \ `\ \ \ \ \ FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS I _ - _- ; .. �' -' _ - _ \\ ✓'' / \•• \ \\ \ \ \ AND TO ENSURE THAT SEDIMENT-LADEN WATER DOES NO'T LEAVE THE SITE. I o �, it q�L / - 5, THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND Ila to MAINTAINED AS NECESSARY TO ENSURE (HEIR CONTINUED FUNCTIONING. ESC I FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF TWICE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. ° ° o ° ° Pcif is NW 6. AT NO TIME SHALL MORE THAN NINE INCHES OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CA1CH BASIN. ALL CATCH BASINS AND 326 324 322 320 ' \ _ Propert les CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAV VG. THE CLEANING I 328 ` \. _- - \ N I' OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. — �— — — — — _ _ 319 j7. STABILIZED CONSTRUCTION ENTRANCES SHALL 3E IN_"TALLED AT THE BEGINNING I \ OF CONSTRUCTION AND MAINTAINED FOR THE DURAT:JN OF THE PROJECT. I -- - ADDITIONAL MEASURES WILL BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE 330 KEPT CLEAN FOR THE DURATION OF THE PPOJECT. - _ 1 6600 SW 105th Ave.,Suit 6 8. ADDITIONAL EROSION CONTROL MEASURES SUCH AS TEMPORARY VEGETATIVETJO III - ° I 6 _ I / '� -- _ - ---- �1 Beaverton, Oregon 97008 COVER, STRAW MULCH, EROSION BLANKETS OR PLAS7C SHEETING t;AY BE / NEEDED IF THE PERMANENT SURFACING AND IANOSCAPE PLANTING ARE NOT IN a - '"`� �1 :'-_ -------•----------- - _ 31a �J _. . PLACE BY THE BEGINNING OF TH'c RAINY SEASON, AS SUBMITTED AND APPROVED t / BY THE ENGINEER AND DEPT. OF PUBLIC WORKS 9. WATER 1RUCK WASHING OF PAVED SURFACES IS NOT ALLOWED. CLEANING OF PAVED SURrACES TO BE DONE BY VACUUM SWEEPERS ONLY. 10. ALL NECESSARY ADDITIONAL EROSION CONTROL MATERIALS RFFERED TO IN NOTE 8 _.. - --- �• .� -- � �;; / ��,� - - '----� • TO BE STOCKPILED ON SITE DURING RAINY SEASON. Prl�tecl�_ _ ,r � J —�' = ----- _ - ---�,• --- � Tigard Triangle Comrnorts - ��/ Building One 314. �- � � 1 11850 SW 67th .A\c , Tigard.Oregon 173 _ 312 - � - �- '- '_ 1 1�\ Sheet Title: \ � Building 1& 2 305 I t .0 Erosion Cont 1 - � - � i ,� ! i ► \\\\ —303- 1 P1aI1 - - - 302 •301 310 300 1 --- ° o - -./ ■ 299 ° tr ° —Tom-•-- -- . 08 Revisions: U o� INL FT ^ TEC fl ON (TYPICAL 01 Ar. I / EDIMENT FENCE J NORTH 4LPLMCMTP MILDREN DESIGN GROUP, P.Q. 2001, RIGHTS RESERVED �,;f' as_W THESE ORAWINCS ARE THE PROPERTY MILDREN DESIGN GROUP, P.C., AND AR NOT TO BE USED UR REPRODUCED IN 1 MANNER, EXCEPT WITH THE PRIOR WRI PERMISSION OF MILDREN DESIGN GROU Date: 10 May Drawn by: Checke JEC Job Number: 1011 Sheet r j C4.0 Permit Submittal - May 2006 T,M.Fw"y m*cl No,� r '�.'.__.._._. _.._.._, ,,,ILA,•.,...w ._.w...ae...n..�^+.Nw..1..1�..6•TM +-rw..«._..___....____.... _.._._.._._._.___........_._.. ..._. .._......—.�...._-_..:..»_..._..«...__-•____.-....-+w..._-_._......-"----• ._-,_. , ; r ( 1�t �y O 41 Jyi 1 Fh ` 30X r .... , .. FRI '.+ - Z? :`.,� 5Y° ,I k ,.�yr4n g1.i,� V. ` ,Wrtr`ra�Ir,�..uNlny+{'•k', 1�,3;� r{' f 4 t" - WIM WT, T�71Mr - 1 h gal l a.rr.{:S• ....._.. x......,.;,w.0 "-,.170.:3`'•s.:"b.`.)ini��. .;��. ,_a�i.wr.-: _ .. .,. ., :. .. .,,: 1.Y.vt'sz,uibrdax�,; ,Y• 1l Wiii. uM4WYftl',rlll — .�.1•.awiY YYp3�1Cfi0tLilyi6'f0171�1EYWY�ilY� 4,�► - ♦-. .. -- i'rr.YMAft•rW1YYlY'i•ifrMl • y • MILMEN DESIGN GRO -. .•• ••• • •: : ARClnTECIURE • SPACE PI 1 <% • • • : •• 650 S.W. Beveland, Sui ••• Tigard,Oregon 97223- Voice: 503-244-055 Fax: 503-244-0417 T.M. RIPPEY CONSULTING EN61NEER 7630 SW Be,cland,Sum 100 Tigard,Oregon 97223 'hone (303)443-3900 Fax 1it)31443.3700 PROF) P C-�15504 Ckc r 1 \ µKr 25, EROSION CONTROL PLAN GENERAL NOTES C KO 6 30 07 (---- FILTER FABRIC MATERIAL 1) THE IMPLEMENTATION OF THESE EROSION/SEDIMENTATION CONTROL PLANS (ESL') AND THE 36 WIDE ROLLS CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE / RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPL L'TED AND APPROVED BY \ FOAM THE ENGINEER AND DEPT. OF PUBLIC WORKS VEGETATION/LANDSCAPING IS ESTABLISHED. 2) THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PIAN SHALL BE CLEARLY FLAGGED•iN io THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE n 1 BEYOND THE FLAGGED CLEARING OMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE I MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. EXPANSION 'RESTRAINT J 2 EACH -- i x 2 'HOOD POST`•,, STANDARD (1/4' NYLON ROPE —� DUMP STRAPS I N OR BETTER) OR ( 3) THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO AND/OR IN , 2 FLAT WASHERS) \ v i A�TERNAT[: STEEL FENCE CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES AND IN SUCH A MANNER AS TO INSURE ao POSTS. THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR Y10LATE APPLICABLE WATER STANDARDS. rT NOTES: 4 THE ESC, FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED 6'-0' MAXIMUM SPACING 1. BURY BOTTOM OF FILTER FABRIC ) 12' MINIMUM VERTICALLY BELOW FINISHED GRADE. SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, T14ESE ESC FACILITIES SHALL Bf. UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT-LADEN 2. 2' X 2" FIR, PINE OR STEEL WATER DOES NOT LEAVE THE SITE. VIEW / `A FENCE POSTS. INSTALLATION DETAIL BAG DETAIL FRONT V I E V� 3♦ STITCHED LOOPS TO BE INSTALLED 5) THE ESC FACILITIES SHAM BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS - UPHILL SIDE OF SLOPE. NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. ESC FACILITIES ON INACTIVE SITES SHALL 0%%ner: 4. COMPACT ALL AREAS OF FILTER FABRIC BE INSPECTED AND MAINTAINED A MINIMUM OF TWICE A MONTH OR WITHIN 24 HOURS FOLLOWING Pa c i f I C �T TRENCH. A STORM EVENT. 6) AT NO TIME SHALL MORE THAN NINE INCHES OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A Properties TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR r ropert les _ TO PAVING. THE CLEANING jPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. ' -ANGLE BOTH ENDS OF FILTER FABRIC FILTER FABRIC MATERIAL FENCE TO ASSURE SOIL IS TRAPPED %) STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEG!NNING OF CONSTRUCTION /— USE STITCHED LOOPS OVER AND MAINTAINED FOR TAE DURATION OF THE PROJECT. ADDITIONAL MEASURES WILL BE REQUIRED 1' REBAR FOR BAG 2" X 2" POSTS TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOP, THE DURATION OF THE PROJECT. REMOVAL FROM INLET 8) ADDITIONAL EROSION CONTROL MEASURES SUCH AS TEMPORARY VEGETATIVE COVER, STRAW MULCH, 6600 SW 105th Ave.,Suite EROSION BLANKETS OR PLASTIC SHEETING MAY BE NEEDED IF THE PERMANENT SURFACING AND Beaverton,Oregon 97008 1 LANDSCAPE PLANTING ARE NOT IN PLACE BY THE BEGINNING OF THE RAINY SEASON, AS FOAM - z SUBMITTED AND APPROVED BY THE ENGINEER AND DEPT. OF PUBLIC WORKS. DUMP STRAPS —�1 •I 9) WATER TRUCK WASHING OF PAVED SURFACES IS NOT ALL WED. CLEANING OF PAVED SURFACES TO DUMP STRAP COMPACTED NATIVE SOIL BE DON[ Bi vACL"JM SWEEPERS ONLY. 1' REBAR FOR BAG REMOVAL FROM INLET_� INTERLOCKED 2" X 2" POSTS 10) ALL NECESSARY ADDITIONAL EROSION CONTROL MATERIALS REFERED TO IN NOTE 8 TO BE AND ATTACH STOCKPILED ON SITE DURING RAINY SEASON. SII � PrI)IeCi: � � TOR VIEW SIDE VIEW Tigard -- — SEDWNT FENCE CONSTRUCTION NOTES g SILTSACK� --� Triangle OR EQUAL r2-'\ SEDIMENT FENCE 1) CHARACTERISTICS LECTION OF FILTERTHE A IPE QF STANDARD ORNS;Ll AND RHEAVY DISTING RTY FILTER FABRIC SHALL MEETENGTH DEPENDS ON THE DESIGN - C�arrimon� STANDARDS. SYNTHETIC FILTER FABRIC SHALL CONTAIN ULTRA'v�0LET RAY INHIBITORS AND SCALE yr . 1t STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT Building Oile A TEMPERATURE RANGE OF 0 DEGREES To 120 DEGREES. SELECTION SHALL BE BASED ON STANDARD ENGINEERING PRINCIPLES FOR DESIGN. 11850 SA' 67th Aye 2) STANDARD OR HEAVY D )TY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2"X2" POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP-HILL. SIDE OF Tigard,Oregon THE SLOPED AREA, WITH POSTS SPACED A MAXIMUM OF 6 FEET APART. 3) FILTER FABRIC FENCE SHALL HAVE A MINIMUM VERTICAL BURIAL OF 8 INCHES UPHILL (RECOMMEND a 12" DOWNHILL.) ALL EXCAVAIED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE FIRMLY REDEPOSITED ALONG THE ENTIRE TRENCHED AREA ON THE UPHILL SIDE OF THE FENCE. p c ° D MAY BE USED SHOR i TERM WITH ° UTILITY WORK AND WITH PHASING 4) THE PHYSICAL INTEGRITY OF ALL MATERIALS SHALL BE SUFFICIENT TO MEET THE REQUIREMENTS ° OF DEVELOPMENT __ ._ OF THEIR INTENDED USE AND WITHSTAND NORMAL WEAR 41D TEAR. --'-- pa Sheet Title: D 5) WHERE PRACTICAL THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, 2"X2" POSTS Building I & L D ° B Iilililililillllll SHALL BE INTERLOCKED WITH EACH OTHER AND BE ATTACHED SECURELY. Erosion ' p. I III)Ilt IIIII II 6) SEDIMENT FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH l✓I'OS 1 O11 Cont , I LIhh41lh iIl I IIIIIIII�IIIIIIII RAINFALL ANU AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS, 1111111111 111 I Details 'l a FLOW IIIIIiIIII,iIIIIIIII (IIII 1111111 111 11I�111 IIII{ RELOCATIONS OR ADDITIONS SHALL BE MADE IMMEDIATELY, 1LJeta i lS G IIII'lllll'IIIIIII 111,111 Ili,'111 II III I!';, p I iI11iIIIllfllll I I I I III,1111111111 III I 'IIIII 1'11111 111 p _ - IIIII IIII I I I III _ Ii I IIII{I'l11 _ _ I I I I I I I 7) AT NO TIME SHALL MORE THAN 10 INCH DEPTH OF SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD BE REMOVED OR REGRADED INTO SLOPES, AND u THr SEDIMFN ;'NCES REPAIRED AND RE-ESTABLISHED AS NEEDED. 1 CATCH BASIN INSERT BAC CATCH BASIN AREA DRAIN C4. NQT TO SCALE ww I j Revisicns: Flow - IIIIiIIII1(1jI;I -- DITCH BOTTOM I 111111 IIII I IIfI I IIII IIIIIIIIIII 1 I ___._ 111111 IIII IIII IIII] III ---- -- II I t) I I FLOW -4 a r---' � a F�� SS P� \, IIIII ►I '---- .iE.M' `NG Q0 'y III( !I III IIII 6" OVERLAP OF BAGS °`� IIIII IIIII T DITCH INLET ILII IIIIIIII I _� III I,IIIII �ry�� L]]i Li..�a MIUWN DESIGN GROUP, P,C„ 2004, ALL 25' MIN. ` / PLAN VI 1♦ ADDITIONAL MEASURES MUST BE RIGHTS RESERVED 4�-__- RADIUS / - CONSIDERED DEPENDING ON SOIL THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN )ROUP, P.C., AND ARE TYPES. NOT TO B£ USED OR REPRODUCED IN AN 4"-2" QIJAPRY SPALLS- 2. SIOFILTER BAGS SHOULD BE STAKED PERMISSION OF MILDREN DESIGN GROUP, MANNER, EXCEPT WITH THE PRIOR WR1TT 6" MIN, / WHERE APPLICABLE USING (2) 1"X2" DEPTH �f WOODEN STAKES OR APPROVED EQUAL Date: lU May 2 1 PROVIDE FULL WIDTH PER BAG. OF 'VGRESS/EGRESS AREA Drawn by: Checked ,IEC K r3'N\ GRAVEL CONSTRUCTION ENTRANCE 4 F'JIOBAG PLACEMENT Job Number: 10 1� 4. NOT TO WALE C4. NAT To SCALE Sheet 6-) C T C4. 1 • Permit Submittal T May 2006 TM� No, 1 W , ♦ L h. rr ' rr 430X 1 , 1 f y �1 �i.a. e �1✓ � '�,r aro' 9 ,A, ;3 r: c :�:_ A,. ry 'rY- •r;44 � �•}�'. . .. .r._.......: y_. , - .. ... ..::'.... 1♦. 5 y. v..rTYV'v,=Twff,'?'I[yre,.fi��. Iµ ♦ M n n