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9500 SW MURDOCK STREET-11 f e, • •_ RECEIVED FEB ;) 6 2004 CITY OF TIGARD Te ion eutLOlNu olvlslOr� OWNER pleton Ele enta School Add "t " s ReTigard •Tualiban SD 231 odel 2004 Perm 't Set 6960 SW Sandburg Street 41 -. �I[ 9500 SW � r 1� TIgaro,Oregon 97223.8039 d0c St. Tigard 0 97224-5799 t (503)4314000 f (503)431404' PROJECT MANAGER Cornerstone Construction Manage-e•' 5410 SW Macadam Avenue#25' Portland. Oregon. 972r•t a It (503)295 0108 If (5031 295 189F CONTENTS CIVIi. ENGINEER SJO Consulting Engineers 6650 SW Redwood Lane Suite 36C Portland,Oregon 97224 CIVIL ARCHITECTURAL KITCHEN STRUCTURAL MECHt,NICAL PLUMBING ELECTRICAL t (503)226 3921 f (503)226 H 26 C1 EXISTING CONDITIONS A0.0 CONSTRUCTION ACCESS PLAN K1.1 KITCHEN EQUIPMENT/ROUGH-IN S1.0 GENERAL NOTES AND DRAWING INDEX M1.0 HVAC DEMO FLOOR PLAN P1,0 PLUMBING DEMO PLAN E1 0 ELEC'I RICAL SYMBOL LIST LANDSCAPE ARCHITECT C2 DEMOLITION PLAN A0.1 COBE PLAN K1.2 KITCHEN COOLER DETAILS S1.1 GENERAL NOTES AND DRAWING INDEX M2.1 HVAC PLAN P2.0 BEL0Vv-GRADE PLUMBING PLAN E1 1 ELECTRICAL SITE PIAN Atlas LandscapeAr.nite�%,% C3 CIVIL SITE PLAN A0.2 EGRESS PLAN K1.3 KITCHEN WALK-IN FREEZER DETAILS S1.2 TYPICAL STRUCTURAL DETAILS M2.2 HVAC ROOF PLAN P? 1 '�L-UMBING PIAN El 2 :;BOUND FLUOR DEMOLITION PLAN 320 6th Avenue,Suite 3' C4 GRADING AND EROSION CONTROL K1.4 KITCHEN EXHAUST HOOD DETAILS S2.1 FOUNDATION PLAN M5.1 MECHANICAL CONTROLS P3.1 FIRE PROI ECTION PLAN E2.1 GROUND FLOOR LIGHTING PLAN Portland Oregon 97r ; PLAN A1.0 DEMOLITION FLOOR PLAN S2.2 ROOF FRAMING PLAN M6.1 MECHANICAL DETAILS &SCHEDULES P6.1 PLUMBING DETAILS & SCHEDULES E2.2 LIGHTING DETAILS t (503)224 5238 f (503)224 523 C., LTILlTY PLAN 53.0 WALL ELEVATIONS M6.2 MECHANICAL SCHEDULES E3.1 ('OWER PLAN GROUND FLOOR C6 CIVIL DETAILS A2.'I ADDITION & REMODEL FLOOR PLAN S4.0 FOUNDATION DETAILS EJ.2 ONE LINE DIAGRAM ARCHITECT C7 CIVIL CETAILS A2,1A FLOOR PLAN - DIMENSIONS &WALL TYPES S4.1 FOUNDATION DETAILS E3.3 PANEL SCHEDULES Dull Olson WeekesArc�ttects C8 CIVIL DETAILS A2.10 ROOF PLAN S5.0 ROOF FRAMING DETAILS C9 CIVIL DETAILS S5.1 ROOF FRAMING DETAILS E41 SIGNAL PLAN GROUND FLOOR 319 SW Wash;ngton Street.Suite 20C Portland Ore Or 97204 C10 CIVIL DETAILS A3.1 EXTERIOR ELEVATIONS S5.2 ROOF FRAMING/CANOPY DETAILS t. (503j 226 6 rtl ' -r 3273?204 A3.10 BUILDING SECTIONS S5.3 ROOF FRAMING DETAILS A3.20 WALL SECTIONS FOOD SERVICE LANDSCAPE A4.1 FLOOR FINISH PLAN Ray Soucie Associates L101 PLANTING PLAN A4.2 ENLARGED PLANS & MOUNTING 2305 SE 50tH Avenue•2nd floor Portlard Oregon 972'5 STANDARDS 1. (503)236 8566 f (503;233 4130 S' F A5.1 INTERIOR ELEVATIONS STRUCTURAL ENCiNEER A5.2 INTERIOR ELEVATIONS A5.3 INTE=RIOR ELEVATIONS rr 319 SW Washm ton Street ' A5.4 INTERIOR ELEVATIONS 9 ^rtlattd,Ores-' A5.5 INTERIOR ELEVATIONS t (5031)274 1843 f f5C3 A6.1 REFLECTED CEILING PLAN MECHANICAL ENGINEER A7.1 INTERIOR VERTICAL CIRCULATION MFIA.Inc A7.2 EXTERIOR VERTICAL CIRCULATION 2007 SE Ash Street Portland.Oregon 97214 1: (503)234 0548 f: (503)234 0677 A8.1 STOREFRONT, HOLLOW METAL& DOOR TYPES ELECTRICAL ENGINEER A8.2 EXTERIOR DETAIS A8.1O EXTERIOR DETAILS MFIA Inc I. A8.11 EXTERIOR DETAILS-ADD. ALTERNATE#1 20u7 SE Ash Street Portland Oregon 97214 A9.1 INTERIOR DETAILS t (503)234 0548 f. l:)03)234 0677 ' A9.2 INTERIOR DETAILS A9.3 INTERIOR DETAILS A9.4 INTERIOR DETAILS A9.5 INTERIOR DETAILS proa...t Mw.-t..4 s��,k-;,,� O2,to s�b+.>,; t t�•��..SyR--{sw. {�Uc.. �S�M Q 2129 /W?" prr,,ro�e,rl Mo•-Ee-�t,.l S..fr tot t �✓.�r.'e'P�pl"9 ti ;t' �..r1+t1 �/P M�.4vti.t..l (�.ti /r1u..��...t7✓r L/.*-i�tln�-G,.. �, ,� CD /.r...t n _ .-<.•.'}"`'- - ` S G�•e.o..c 1- (2 t��it` .L'►�.t l L4c..c �P✓3 - _ - +�� � I \ p„ .},., r, ,!•►✓.'- �c..moi /� -'" Yrnahtn - 1 CxW14V existing cI&,,-.nmwns txnond 41 a 1 1 __ I a tM a ; , J Y- � 4 ,Rnd C'omlucr Lah CITY OFTIDATD Q) CNemming Cafeteria CD lad J , 06 O '. For only the worConditionally k described in i W r' PERMIT N0. (,M oo N�oa o iTice Remode - ; _ g_ ! V) 1 SclxK+l OBice _ ' ' OfficeU See Letter t K �S r' Follow s ..( U Job Address:qso o _fL•+AAe4o�k S_1- { r - O 4 T�' _� 1---- L_ I {��! CxlKtin�l'IASVlRNII•, t�,, .1... .'. •�� �,.-+_ S1 4. _. .- - 1'' T ISI - �y '"�'•�t.. _,.,r;,e. ICIItM)) .{; _...r",;w .+.-..�.- . .. •.+.•.r.... -___N .1..�,^_..�4Jr I;L. +' ' , � .\ y �� r �, '} I __.... � � '� R _ M O _ __� _, -, low - N. _ OFFICE COPY �.. +?rl rI • - ,... --,- ' �.�` -�` I. k'I.M1i:tlt00098 O P AOR 11,1' (► )4 VICINITY MAP w -_-- o a ! � a � .. .... ...._,.. ,. .., . ., .. ... .:, ,.,... ,...• .. - ..,-..�.....•.- _. .,_...,.",.�.___.__.. ._.,...,,.,,.w,n,n, .„ .., ,a.w+yw-^ " ,w..twHta,.aW�t�n4lfbSlM Yltb�adku:"«Mwsii-at..heat>"anNP-�Kt�.M•^`tt!•.'• . .„ ... �- -` - •', I ; I' I IIII I I III I,1 i t f I I II 'r I .; .. ,. ;. .CT.". ,Y 't?. •-.,_.-.. ," ,. � y C III I t (hl I 1111111 III I I .I! II .1111, I !' I l i ft 1 n i t .,: I t ; ,.""I"1iI.CM.�p�l.t',+T16�*VL�+..�l.rre.+'•A.,+ras�rf.'"""�"`"'"'•. .., ,.... .... +, r �II III. I 1. LE0191Lfl11 STRIP I _ Itlntaol c+w 3 9 to 11 12 4 6 7 8 �3 ?, 21 ..2 23 24 25 2E 2' 2F, 'O w t: r �r I { ry VV 3 � H*N or 30 , t 00 t I I , l' • ,tray n. C+Z Q Ii .a it i L Ik r ..WOOD SURFACE \ IRRFhH TTvry HYDRANT I --RAISED WINDOW BOX A � \ \� CONCRETE BLOCK BUILDING- .Jl.\l��Ty\ - CA I CH ETA SIN /� DRAIN INLET \� #� ,o !� REM: 271.53 /\ - WATER FOUNTAIN SANI TARY MANHOLE IN SIDEWALK `9 NO PARKING ICN >� RIM: 259.06 ARCHITECTURE•IMTLRIORS•PLANN NG � '�y�, ,\ � WATER: 270. PARKING � , !:- -8 CAST IRON WATER -SANITARY MANHOLE , IE IN(W): 253.96 ITG'1-L - - ---. _ _ _ �� \, ,� "7 REM: 261. 14 OVFRF( OW VAL VV IE OUT E): 253.86 c AJI HAL_ T I - r POWER / 1F iNIE ((N : 262-34 / WALKWAY w ULT If DU H ?.24 � rn N F VA i LAR - - W T( ): 76- - E E�- -T m o 1 r� CHAINL INK FENCE I -U �.-----�►�AN_ __._ -.-. -. _- S.uv -- -._ _ _- _ SAwh -._ .SAM 'err ---- µ �'--'^ a!N --�Sw --- - - ----- SAM- SAlil - -SAN ----------5. SVr--- --- -SAN-- 4 ul FOUND 314" IRON PIPE GRA VEL.- T1r ��-- �- Y ATCW <�t / _ J fAGE f� P ARD '. T P I � i��� BOLL , .., 10 . EWE R EASEMENT MF_N E _ __1Q_�yE�F��M�I.p�R BOOK 998, 4 `� / 4 ~- - - - - -- - -- - -- - - - -' {{100K 998,-PACE -7r4Er -- - - - - - -- - - y - - - - - - - -T - - - _ o w----- w / w w / CART 1 w -•��- r- w / ,' + . H w RAMP � - `- , � � / / / IN-- ( BOLLARDS - ---TRANS _ 6 CHAIN LINK ' �. 20 CATCH BAS / ) �� RIM: 262.82 POS E R 0 // /� o / Z a WA TER: 261.52' D m y Q / WA TER J ON ��\_ SPRINKL Ek ; y o / A - .F. 263.82 _ POWER \ TALL CONCRETE WALL U BOX , RD n z' ____ ___ ; __ _ TOP OF CONCRt TE METER F.F. 261.82 F.F. 257.42 U / r A V CART F.F. 263.8 TOP OF CONCRE T WOOD FLOOR XA \ RAMP TCP OF CON C BUILDING BUILDING A� CA TCH BASIN- i r, i OVERHANG RIM: 251 .60 VE R ASFMFNT PER BOOK 998, PAGE 755 / JAMES TEMPLETON _-_ 2.5' I�IIGF� BRICK � - BRICK WAI I /i� //��� APPROXIMATE WALL FOR PLANTER �Zl.TH BENCH ELEMENTARY SCHOOL Rr7 / EDGE OF OVERHANG PLAY Al 1GN I F.F. 2.63.92 F.F. 261.81 ^11 RP / CO / _ t PINE 8 PuVF 0 TNI: r / c-)C)Ljj / 16 PINE / I� ! / - SIGN . RAMP F.F. 263.91 i� GRASb� 6" DECIDUOUS r• / GAS VALVE IRRIGATION I Q ! 3 , BOX I �-,�-- CATCH BASIN 1z0 Tru i� 4� m - GAS VAI VE .SIGN - w�---�--- W - 'w - i �Q RIM: 262.66 , �O � � � � �n GRASS', D 1 WA TER: 262.04 S ,� C� U v / cV / ( \ �► SIGN Q T' - CD BRICK WALL BUILDING \ o������r i/ ` (� -+�`� SW MURDOCK ST _ / _ 2.3 HIGH) RD --6'� DECIDUOUS C _1_ = SAN! TA R Y cn SF_ WER MANHOLE E / 1 TH BENCH / IT. 4 -�� SIDEWALK IS COVERED BY� a' -- RIM: 268.0 _ _ / IE IN(W): 263.84 S ! WOOD ,� SIGN I CANOPY SUPPORTED BY GRASSI _ 1 OUT NE . 26 3. 74 S � - IRRIGATION SIGN \ I STEEL POSTS IN SIDEWALK PJ_ \ CATCH BASIN •� 0 O o WV / BOX IN I \ F.F. 263.89��., RIM: 257.13 = O Q, WV � SIDEWALK �, E'p-, � 1►� MAPLE_ CARPET TOP � RLQ � 50 i 3 LAI�DSCAPIN� c,F ' , RIM: 256.43 E �F �� , 18 PINE- ST C� /� 1 . DECID , U Fp RD E U) WA TER VA UL T 8" QFCIOUOUS tSIGN DEC1D - / RIM: 256.409 W U SIGN 16 PINE / =- FOUND 1/2" IRON ROD- AC I / / CATCH BASIN 1`�- -�11�F`/_- -v - �/_�__. / � WATER: 255.30 -� i / RIM: 262 i - - ; CIO ' WA TER: 262.04 / = r> Ln � CATCH BASE �` � / � // _ ?" DFF.�I �.. 0 a -- Q� �+ F , � CO ff RIM: 262.38 / ..o CD TOP OF WA TF_ 2frf 6 PSE 22 MAI'�L // // Ih'A TER VALVE wo rn o (,j -- - A TCH BA SIN „ ,. ' RIM: 262. 76 k1n // �/ BUrL01NG B c LIQ WA TER: 26 , 62.88 I .F. 02.88 / Q o SUMP: 2�r0. 1 C -��3' CHAIN LINK FAC TOP OF TILE Q a 10' M,41�I.E NOTES CATCH BASIN rad ' BUILDING "A" F.F. 262.88 // 2" OL CIL) 1 BASIS OF ELEVATIONS: TWO INCH BRASS CAP IN MONUMENT BOX AT THE 1/4 RIM: 262.37 CC '[� TOP OF TILE O G` 4" Drct I QUARTER BETWEEN SECTIONS 2 AND it. WASHINGTON COUNTY STATION DESIGNATION TOP OF WATER F.F. 262.88 IS GC 022-047. ELEVATION IS PUBLISHED AS 236.10 FEET AND IS BASED UPON z 261.67 �N� BOLLARO(3) TOP OF TILE - PLANTER NGVD'29. 2. BASIS OF BEARINGS: THE CENTERLINE OF SW 97TH AVENUE, SHOWN AS NORTH CONSULTING ENGINEERS Inc. F F. 262.87 F.F.262.86 01'44'00" EAST ON PLAT OF COUNTY ROAD N0. 1982, WAS USED AS THE BASIS OF 6850 REDWOOD LANE, SVITE 3Rn 12" PINE ���' -� .. TOP OF FILE TDP OF TILE BEARINGS FOR THIS MAP. PORTLANp, OR. 97221 G O�I�P G �� 4 CEDA F.F 262.89 \ I'H (503) ZZB-39LI FAX: (103) zza :N,( O RECORD EASEMENT INFORMATION, WITHIN THE AFFE(,tED AREA, IS BASED UPON TITLE ''p TOP 6 TILE C P� 3. REPORT INFORMATION PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY. �1 w\ 6" DF,C�'Ef - OWV 4. UTILITY INFORMATION IS SHOWN BASED UPON A COMBINATION OF SURVEY F.F. 262.81 n���, MEASUREMENTS TAKEN TO OBSERVED ABOVE GROUND FEATURES, FIELD MARKINGS ,s� to PTOP OF TILE V MADE BY THE UTILITY NOTIFICATION CENTER, AND INFORMATION PROVIDED BY „ HEDGE G TIGARD-TUALATIN SCHOOL DISTRICT NO WARRANTY 15 MADE BY THIS MAP NTH FOUND 112" IRON PIP 7 REGARDS TO THE ACCURACY OR COMPLETENESS OF THE UTILITY INFORMATION SHOWN. INTERESTED PARTIES ARE ADVISED TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR 1( STORM GRATE i TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. �/ I RD � 5 TOPOGRAPHIC FEATURES SHOWN ON THIS MAP WFRF_ LOCATED USING STANDARD _k LL1 18" DEC WA TF_R VAL � � \` PRECISION TOPOGRAPHIC MAPPING PROCEDURES THIRD PARTY USERS OF DATA FROM � h e wNIII, r lY 26289- WATER S 1 ANDPIPE (POSSIBLY FOR IRRIGATION TIDN THIS MAP PROVIDED VIA AUTOCAD DRAINING FILES OR DATA EXCHANGE FILES SHOULD f� POWFIS BO / NOT RELY ON ANY AUTOCAD GENERATED INFORMATION WIIICII IS BEYOND THE LIMITS _ BUIL DING "C'� TOP OF TILE �s CONNECTION) WITH VALVE BOX OF PRECISION OF THIS MAP THIRD PARTIES USING DATA FROM THIS MAP IN AN R AUTOCAD FORMAT SHOULD VERIFY ANY ELEMENTS REOUIRING PRECISE LOCATIONS _j PRIOR TO COMMENCEMENT OF ANY CRITICAL DESIGN OR CONSTRUCTION. CONTACT "� F.F. 262.88 - COMPASS ENGINEERING FOR FURTHER INFORMAT!0N. 7URTHERMORE, COMPASS TOP OF TILE ENGESIGN OR CONSNEERING WILL NOT BE TRUCTION RUCTION PETATED PROBLEMS ITTHATBLE NAARISEOR EOUTLD IOFFLTHIRD PARTY E FOP ANY DUSAGE OF THIS L'1 GA TC -F.F. 262.87 Py� M-kP (IN AUTOCAD OR OTHER FORMAT) FOR ANY PURPOSE OTHER THAN SPECIFICALLY EXISTING IN�- F.F. 262.87 / STATED HEREIN THIS STATEMENT IS AN OFFICE PART OF THIS MAP. TOP OF TILE TOP OF CONC ���G 6 CONTOUR INTERVAL IS TWO FEET L F.F. 262.90 �� CONDITIONS 7. THE PURPOSE OF THIS SURVEY IS TO SHOW SPECIFIC TOPOGRAPHIC INFORMATION FOR z TOP OF TILE THE SUBJECT PROPERTY, AS REQUESTED ANY OUESTIONS REGARDING LIMITATIONS OF --_1 THIS SURVEY SHOULD BE DIRECTEU TO COMPASS ENGINEERING. F.F. 262.90 A THE BUILDING LINES SHOWN ON THIS MAP ARE BASED UPON FIELD MEASUREMENTS phase PERMIT SET TOP OF TILE TAKEN BY COMPASS ENGINEERING'S FIELD CREW TO SPECIFIC BUILDING FEATURES ON rL EACH BUII DING USING STANDARD PRECISION TOPOGRAPHIC MAPPING PROCEDURES. IN date I JANUARY 23, 2004 V MANY CASES, THE DECISION REGARDING WHICH SPECIFIC BUILDING FEATURE TO LOCATE WAS SUBJECTIVE DUE TO THE COMPLEX NC.TURE OF THE BUILDING WAIL 18" PIN CONSTRUCTION (FACADES, OVERHANGS. EIC.) BUILDING DIMENSIONS SHOULD BE revisions ~--WATER STANDPIPE_ (POSSIBL Y FOR IRRIGA TION VERIFIED PRIOR TO COMMENCEMENT OF ANY CRITICAL DESIGN OR CONSTRUCTION RELATED ACTIVITIES TO INSURE THAT RELIABLE DATA HAS BEEN OBTAINED FOR EACH QD �,P� CONNECTION) WITH VALVE BOX SPECIFIC USE Q J Q F- project 03021 T Nj 20 0 20 40 FO' NIIITO(j¢K Nt 911111 P1812004-00088 .k 2of10 01 404 TIND-70-W-TAMM WWTTALC4.Ci%M 0112yM 10'1225 AM AW . ... 's9.'wv!H+i+eaw.''�!,vea7Y'M.�F'HUA1sM4cWyMNkk1.?ds4v:z�. '_b. m }u+i. 4' RIP • ' Cf OI IL 7 , ars LE 8 ItYB 1 1�, � I 12 Ia .a IIs I- I'e I� 2c ?I z� z ' A O y Tl 4 IOl�w.l 3 2B 29 3U m' a7 r� FL+firs ti 01 NONI s 17Z , 4 Y Ti 4! t 30 I I 1, OZ A 5 +. Ar iIt iy T I �al,a I M I 4 '1�1+. . xr t _.. , . , , _ ry, .,.;.fin .. `",•... , , , ., ,. . 5,,.� C: I ' Imo\ < t-, +\��' ^ !' `\ '�./ � •�� . . . . ••� ••• ••• `... \ mow.\ � �.,1 ,.. _ • ..�.. J' / � / \.\ ol -_• '� ARCHITECTURE • i • �� w_r+--�-.--.mow .���.�,.-err+.« ��.\"• � �'�� �� %.'. / " ..' : •. -. ...,.rte. .. .. _. ... _ •. R , .,/ @, •� nr - __-_- ..a:_ -wm.,z+.•..n - _ „�,."•C a=_a -z'r_Tr'_"^__ i"'•'�.. s-- '�,..�_ . ' --- r+^ • TI) W ---—+� �Y. �� �.���� _..��•'-•waif '.,,/ .�� i..,--.� ,^1:.._'_.i__ _>. e.. i_ ,�....--f :'=y�'►�� -- -- _ .. ._ ....ri— iT.—...ii'i� ��..�� �iw�D --mm w����r .�� �� �w� 1�� • t �c s 1 '^ Lu 41 00, o A G - O = a a 04 /t fin J S ~ ' r � 1 p�� V J SIN MURDOCK ST �• ,� ® / / FOOTPRINT OF PROPOSED \ �,' / ♦ 'r BUILDING ADDITIONgs '01 L - - p. c` Y �/ i f/ /, / / �• L—— ——.--———— — �T / S © •�/ lie �,/� �� ` '' / , � • /iir/�. \syf ��/ • r� ui cc ,*.r �-- tS v 141 CD M ZIA I 2j CD cu 70 cn 2 a•<�'- L •� < `• ,.. •+its-f.T.�e1<�wrr..fl7\w�•lw�. ' ❑ '/ /�� 10 O 7 7 Q4 F-- a L SITE DEMOLITION NOTES SAWCUT PAVEMENT IN STRAIGHT LINES. REMOVE ALL EXISTING �/ ♦ / PAVEMENT WITHIN SAWCUT LIMITS AND DISPOSE OF OFF-SITE. CONSULTING ENGINEERS INC. / 2 SAVE AND PROTECT EXISTING ASPHALT THROUGHOUT 6660 REDWOOD LANE, SUITE 300 CONSTRUCTION ACTIVITIES. PORrLAND, OR. 07224 PH. (503) 226-3021 FAX: (509) 226-1925 o ©' . 6 — SAVE AND PROTECT EXISTING CURB THROUGHOUT CONSTRUCTION �// /% �. } < b • ACTIVITIES. SAVE AND PROTECT EXISTING LANDSCAPE THROUGHOUT an p CONSTRUCTION ACTIVITIES. SAVE AND PROTECT EXISTING UTILITIES THROUGHOUT `" •/ /� CONSTRUCTION ACTIV'TIES. i �'' %` • • ° • •:o © SAVE AND PROTECT EXISTING CONCRETE THROUGHOUT J oR a♦ 111 CONSTRUCTION ACTIVITIES [] REMOVE AND SAI VAGE EXISTING BIKE RACKS. SEE SHEET C3 'O FOR REINSTALLATION LOCATION cxoiRrs 6/30/04 REMOVE AND SALVAGE EXISTING GREEN CHAIN LINK FENCE AND GATE SEE SHEET C3 FOR REINSTALLATION LOCATION DEMO AND REMOVE EXITING TREES i ^J �,�} �.Ii ' �--� - -•---- --. - , �/ DEMO AND REMOVE EXISTINGTING CO NCRE TE - DEMOLITION DEMO AND REMOVE EXISTING CURB PLAN DEMO AND REMOVE EXISTING SIDEWALK RE ROUTE IRRIGATION LINES AS NECESSARY. COORDINATE WITH LANDSCAPE ARCHITECT. phase PERMIT SET r < ///�� �� / • . t[-]5 DEMO AND REMOVE EXISTING SIGN date JANUARY 23, 2004 I '�•.� 16 CONTRACTOR TO CONFIRM THE FXISIE;VCE OF POTABLE WATER EeVIs100S LINE IN THIS AREA AND PROTECT DURING CONSTRUCTION r y •t 4 j,. .I I. � a r. , I), x 1: `e 1: '9u project# 03020 n jd f , 'a. kiuraOCK m YJUU 111MNX)4.00088 #A) iof10 .----1 �1tEbt Tt9PTe�detkMG1D CU 3l1gRI"kc6mft 0/2im comm rm w)j : • ,. •.•..., tF--" � S:....' l�•t44',t /l i; � I .i''p • ,...,, C p.�o . 1 � .•,�,fi,l'.tM!I! !t�lllll I i!lsSi!I I I � 'Sg. �1 M '" LEOeR1STRIP I I2 13 4 ,g 19 20 i 23 ` F < 1-2 2 2P 29 3_ rrn - +•:A=Yt.. .,y..,. - '.:.',ektMn'^. xiMu'/M`'.YWN•RMRiQ'gYtl.+4'iAdA4141'1lCi"..WwW,'.,19 i 4liY'Ybd4Kw'W.'R1W!rlMTsVI�Rt '".. .` _ _ .. OtIffilild 30 hld . 04^$ t' ., r-,...n:...�...,....,.p,...-+-,<�p•�"' _ Y Il p4� y G 3 l+ , V Y.; I' •t W , I` : r p ,.Err iu , .. :r' ,yam....�.�y.....•..: .' .. - - , ARCHITECTURE •IATERr;R, - ' \ ti - 115.00' - - - -_ _ - ----- — - 80.07' — ---- ----- - u r �•� w ' a••. w. lad 4 ? - s 8 c. 3 3' • 25 0J 3 •. - z 153.07 ry \ / 7777 y \\ ���.• � -5.00' 825�' � � � I -{] 837.50' \ UG' / O L91 65 0U' 825.00' f 1 �- 850' O 00 A 9.00 tw i 2C 00' // -4G, Op 17.4C' 53.00' --- 2' 00' Lid 19.OU' -r--t 8.00' -t 9 00' 3 J 1 1900' { 4 /. -------' ----- -- ---`- -� 800 J i / R5.00' r7 / l \ F.] I R5.0(� <� J 4.91' S J 717 ❑ 0 rs) — ^ti O ❑ ICE o `Iia -,- ,� , ❑ ' - !< `� O - --- t 6.00 / i ! f /. 000' � o � r 90L 100 I' �- 9 86' C) 4� -U -- -- -------- / 825.00' C� 800' R5 00' 0 Ln ' { 4.91 __� �" 10.00' 0 Cc Cc 2t5 • S ..... i i 2t r 10.00• 7 f 40,44' 3 / / -- • ® +r• 8 X�4' M ii■ c7 I R 5 00' �•' 33.88 113.50 -- 8.50' �' Q 0 ,..�' 5.00' ❑ � O SITE CONSTRUCTION NOTES a a L4] L� (iJ SAWCUT PAVEMENT IN STRAIGHT LINES. REMOVE ALL EXISTING ---� ////J/ :•- __ • PAVEMENT WITHIN SAWCUT LIMITS ANG DISPOSE OF OFF--SITE. O M :.�+'' "•�., `•� (� SAVE AND PROTECT EXISTING ASPHALT THROUGHOUT CONSTRUCT',ON ACTIVITIES. ('O�til'1.TItiG ENGINEEK� L3] SAVE AND PROTECT EXISTING CURB THROUGHOUT CONSTRUCTION M60 REDWOOD LAVE, SCITE ae;• ACTIVITIES. PORTU VD, OR. 9T424 PH (903) Za-3021 FAX (903) 226-99:° SAVE AND PROTECT EXISTING CONCRETE THROUGHOUT I ;h O `4+ - t`, ' CONSTRUCTION ACTIVITIES. 0 ' +`" ., �+ ti✓ [5] SAVE AND PROTFCT EXISTING LANDSCAPE THROUGHOUT / r �},.� } �' CONSTRUCTION ACTIVITIES. e j. i� O I Ci, f .-`= � CONSTRUCT STANDARD CURB AROUND PROPOSED UTILITY VAULT -� CURB— C7 _7 C�7 i F7 CONSTRUCT STANDARD CURB 7 C P _r «rr f �. O CONSTRUCT STANDARD SIDEWALK 9 R'�8. wH�� I C' S EXPIRES 6%3./�A O� � CONSTRUCT STANDARD ASPHALT SECTION �-r CONSTRUCT HEAVY ASPHALT SECTION - -- ---- ----- C3 C7 .} /� �- '{�� �--��.• O 11 INSTALL J" WHITE: PAVEMENT MARKINGS (TYPICAL) (� SEE ARCHITECTURAL PLANS FOR BUILDING INFORMATION CIVIL 011 � CY Lj SEE LANDSCAPE PLANS FOR CONSTRUCTION INFORMATION SITE `� 1 4,, , • ® CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF TIGARD -- PLAN f • STANDARD DETAIL 162. ,•D •i SEE MECH PLANS FOR EMERGENCY GENERATOR INFORMATION INSTALL 6' CHAIN,-INK FENCE AROUNF GENERATOR PAD hose PERMIT SET G12 PCONSTR(1CT CONCRET SLAB ------------- date JANUARY 23, 20u4 ' _ '•'= ,�+ ..b" © RF--INSTALL 6' TALL GREEN CHAIN LINK FENCE AND SWING GATE s WITH "KNOX LOCK" revisions 4 i L RE-INSTALL SLAVAGED BIKE RACKS — 19 SAVE AND PROTECT EXISTING ADA PARKING STALL f� •. SEE ELECTRICAL PLANS FOR LIGHT POLE INFORMATION • • , �1] SAVE AND PROTECT EXISTING SIGN SALVAGE AND RELOCATE EXISTING ADA PARKING SIGN ® INSTALL "FIRE LANE- CONSTRUCT ANE" I'pp�T _-- � CONSTRUCT STENCILED PAVEMENT MARKINGS (WHITE) r , t project# 03021 ,I. I N 20' 0 20' 40' 60' Fl-J- —=� , uta••' C 3 MUr000K.Nl lomm ITM2004-00088 j T 4 of 10 ' o,r6r r►aar suelwlTTK,cec�cs eaa ora iaao�x o,+6 wu�o: _ _ ,..,. w — — ...�...,. ._.. .» ___-- __ . _.._._... ___.___w.._._"..._.__.. «_,... ,v -.....- - ._...,<:.vwwra��.ar,.w.n,•a.��+m+�a.:aa ..+«m•+»�.. -� �,� .wsa..rr•...,.._.._..___ ,.,, -..4w..r^^- ,.. -r.-.•-ar�ri....z..->-.,r.,.,.-,.. _,., .,.__...,.. .. _ .. .. _-_^ -_.._ _...... __. -_ ... ,,,_. _ _ - ... _ _. _ _.._ N.+.+r�. LEOIBILfTY STRIP ' J 5 7 n 8 q 9 11i1i2t211u2�1'Jlll11124 25 2e 27 26 29 30 .PV 01 r 1 1 1 f 11 �ijillihillf , �IOz � µ i , ( I1 111 t K-6 0(� 'Ala... .. .. .l GJ.,.9 .,.a! ,d, u.... . . , hi .,1381 4 .. yq,. ,., aT.. .- i : L"`.Y. , ...yy w�mr .i^."... �ki"KT,ryy .{:... Iy1 4 �BPy��y i. .y.�' ..... _....., :.is.";,. � .. iii. ./ r.'� { ,. , , . .... - n ...: .. .. :'.. .•.a .,.- ..... .. .. , ... '.. r• ,,:, ... a ,. . . .. "a �.3 rv^ 1 •• •• . •• • • ARCHITECTURE • INTER (,R,,, �.t•, . •, STM CB 85 "' ♦' _. - Now- IND Ic uj — /-! T7 //� f UA V_ _ Z o • i r _ M N a worm CB H6 = 1i� a a \ \ STM MH AlSTM h0H A2 j 1 UNDERGROUND STORM / � I DFTENTION 4SIEM \ / `,IFF S�PFT CIO y l; STM C8 B4 (WO) + I ✓ I / 11 � r I ( " -•+ r.. ""\ / PAINTED SIGN WITH 4" WHITE U) LETTERS ON RED BACKGROUND i qT a O c. �/ v N �, 7 8 t 9cm / c I 4 3 - f l r� W G` STM MH A3- - 3 , /'f --STM C8 81 0 ._ O l.Y ;�_ I 5 3 \ \ 6 /'% %' (q 9 y, r_ - , -FDC SIGNAGE n I 4 NTS V I - -- -------- --------- ��� • -- - - -�� (9 / 0 q STM C© 82 (WO) - 3 4 ____ �\ �_ __ I / ,' I "'�1 a Cn I / l Lu cu 0 +-j �c STM CB B8 0 WATER CONSTRUCTION NOTES INSTALL 6" 01 'TEE". CONNECT TO EXISTING 6" Cl WATER LINE --- 2 Q00 AND MAINTAIN SERVICE TO EXISTING WATER METER AND DDC CS C9 �r 0 y7 v - 9 •tai ' � c 7 INSTALL 90' DIP ELBOW W/TB -- C52C9 �� d 'Q r ♦ .'. ,,.�, ►-r , r' r / C� ' I �j INSTALL 6" DIP WATER LINE a) Q cn " y; II O INSTALL 45' DIP ELBOW W/78 _G2 (� a SiM C8 81 STM CB 83 (WO) �'1 + '• - •j - r r p-•"i'•".n. � '•eye i 5 s• � L � � O INSTALL E" DDC VALVE COMPLETE WITH VAULT CS C9 t �_ ,+ \ / "? �6 INSTALL COMPLETE FIRE HYDRANT ASSEMBLY 3 Q CL �• .'•1, ' x , 1 ill 7 INSTALL COMPLETE FDC ASSEMBLY- C5 C7 J j. ,'��•� '� , .. ;� C8_) INSTALL G" DIP FDC RETURN LINE b O �,O11 1 O9 SEE MECH PLANS FOR BUILDING CONNECTION �. . i7, .{ ' 1vY CONSULTING FaGll\F;F(2� O (� •. l 't 1 INSTALL (2) ELECTRICAL CONDU;T FROM RISER IN BLDG TO NEW ' ✓- ;� ,/ DDC VAULT. SEE ELECTRICAL PLANS FOR CONSTRUCTION eC50 Rso1►oon uns, sIrTTE �eI PORTIAMD, OR. 97224 la,l 11 y INFORMATION PH (503) 226-3921 FAX: (503) I':+.r J ^ze INSTALL 4" PVC SLEEVE FOR FUTURE IRRIGATION '41 12� CONTRACTOR SHALL VERIF-Y THE LOCATION OF THE EXISTING .D'• - / P01ABI E WATER LINE AND RE-ROUTE AROUND STORM DETENTION SYSTEM 1; CONFLICT EXISTS NOTIFY THE ENGINEER IMMEDIATELY. ADDITIONALLY, EXISTING IRRIGATION LINES SHALL BE RE--ROUTED IF NECESSARY. COORDINATE WITH LANDSCAPE F ARCHITECT CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXISTING 4 `' q, `"P rt or © GAS LINE AND RE-ROUTE PER UTILITY RFOUIREMENTS AROUND I . • STORM DETENTION SYSTEM IF CONFIICT EXISTS. NOTIFY THE 1 t d ENGINEER IMMEDIATELY. FXPIRr% 6/30/04 STORM MANHOLE DATA STORM CATCH BASIN DATA STORM SEWER CONSTRUCTION NOTES STM MH Al -- ------ -2 STM CB 81 --- - --�-� O INSTALL 69LF 12" DIP UTILITY _ 7 CONSTRUCT OVER EX LINE CB RIM:264 24 — \;5 "8 5-U.005 RIM:263.48 IF OUT(4"NE)"262.90 PLAN • (�,. tiQ'� IF IN(12-W) 261.15 O INSTALL 12LF 6" PVC CONNECT 'TO HDPE HEADER PIPE •a < IF OUT(N):261.05 STM CB B2 (WO)-- — / 'CONTRACTOR SHALL VERIFY RIM:264.66 C5 SEE DATA BLOCK INSTALL 8LF 5" DIP IF DEPTH PRIOR TO CONSTRUCTION /2 IF IN(4"SW):262.70 S=0 010 phase II PERMIT SET IE OUT(6"NE):262 36 P •_ l STM MH A2 ----------- g 1 INSTALL 30LF 6" DIP FLOW CONTROL MH - C5 STM CB B3 (WO)--- S=O 005 date JANUARY 23, 2004 • D RIM:265.62 RIM 264.63 C5 C9 SEE DATA BLOCK a >'� IE IN(18"S) 261.50 IE 0JT(6"W):262.33 INSTALL 35LF 4" DIP revisions ' •�' IF OUT(12"E):261.50 S-0.005 p-f STM MH A3 __-'-+_� 51M CO B4 (WO)- "� t�/✓ RrM:264.74 CS C8 RIM:265.30 CS � SEE DATA BLOCK �6J INSTALL 6LF 6" STM PVC IF OUT(6"W):263 00 ---- --- S=0.020 • r IF .N(8*E):262.2C 7 CONNECT TO EXISTING LINE II: N(8"SW):262.20 STM CB 85 --- " -- IE DUI (18"N):262.00 RIM:2-56.75 C5 CB INSTALL 35LF 6" STM PVC IE OUT(6"S).255.25 S-0 020 CONNECT TO EXISTING LINE STM CB B6 -------- --- C5 C8 c 'g1 �0 RIM:255.10 08 INSTAL FOTC4NDYTION�DRAIN WITH BACKWATER LVE (TYPICAL), CONNECT TO - C,TCB C5 C8 '° IF OUT(6"N)-253.60 7 �9 SEE MECHANICAL PLANS FOR ROOF DRAIN CONNECTION CONNECT TO EXISTING _----- SIM CB 87 -------- --- CS C8 STM STUB. •1 RIM:257.25 �, project# 03021 TIE INTO EX STM LINE ) IE OUT(6"N):255 75 - I � g STM CB B8 7 s RIM:257.25 TI ONTO E):255.75 • ' •- `Y TIE INTO EX STM UNE ' 20' 0 20' 40' 60' Ivturuocic-.- I ,i-_ _ --- P[,M2004-II0088 5of,10 0,2"TT90-Twnolo-KA Mb&M WTTALC4C]C5&M,01127E fM OOMM PM.AW .:,.�. ,. ,�• .. n ^T .... :•. 1811• '4C' ..�Yi H: ':Nr�t �:�.of �n..T�.�.. •»*:w�ie., ' LE0181LITY STRIP I(II Iliulill �y1u1 a IjIIII IIn"III 'i Iiu111 1 In Inllnu 1u lull Ilrllnn nI111111 Iulllnl"Iliij�ili Iliillii iiillli l ililllill r m (c7 ( I 2 (3 14 18 17 18 15 2 2�1 2�2 23 24 25 28 27 28 2�9 '3�0 „ :. �., .,...,e .> , ,:'.•- ,—' • - ' ..+_mfr,.. -..Ad.,....., "'.: 30 1 11 QI t t k III' 7 ���� 0; Iv "7 1 ir".•- L,K.• ,.. -; . . ' J:, e ..,, . �; �` ., ... ... 11j,1,111 ..... ..... - I1,�1( �i,... .... *MM. .. III I.a.!•u+ll., r' - _ �^?CJ.t'SF�•L'c1k",nr�E. �:,3 a � ,it I,. r il= " Y _ .. v r a na r n '�, ct .,. ...-, „ ' h��'l tl'"°-*:8r .'. -,, int i v^. �a,<n:-.a xj : ,F� w;3 z.,�r *..+". ,•,�1.,:b::x .» I` y:;.t .,... .- _ _ .., • 0o 11 11�i MIRW 1-2=121 loop" wTTF7 .. { ,, •',+ -G•i:.... y_,' s!L•r11ss.�r_:_...:-.—, d_row._....r<. i._-_..,�..�-- ,._....�.,....,.__.. _.....- -..i..—.ter.' �> r GENERAL SITE NOTES EROSION CONTROL. 1 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR 1. ALL EROSION, SEDIMENT, AND POLLUTION CONTROL PLAN (ESPCP) : : TO THE COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO MEASURES SHALL HE INSTALLED PER THE CITY OF TIGARD CONSTRUCTION �PCNITECTUNE�INTEti OR&•F THE OWNER'S REPRESENTATIVE CONTRACTOR IS RESPONSIBLE FOR SiANDMDS. I VISITING THE SITE AND INCOMING FAMILIAR WITH THE SiTE CONDITIONS PRIOR TO BIDDING. 2 TEMPORARY LSPCP MEASURES SNAIL BE: INSTALLED, INSPECTED, AND APPROVED BY A CITY INSPEC' R BEFORE STARTING GROUND 2, CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES DISTURBING ACTIVITIES- I TIE INTO EXISTING SiTE DEALOPMENT, PAVEMENT Jn!'.IS MATCH o CORRECTLY. AND THAi GENERAL DESIGN ELEVATIONS FOR NEW 3 ESPCP MEASURES SHALL NOT BE REMOVED UNTIL PERMANENT aI CONSTRUCTION PROVIDE PROPER PAVEMENT AND DRAINAGE SLOPES LANDSCAPING HAS BEEN INSTALLED AND FINAL INSPECTION HAS BEEN W FROM EXISTING TIE IN POINTS. REPORT DISCREPANCIES TO OWNER'S REQUESTED AND APPROVED BY A CITY INSPECTOR REPRESFNIATTVE PRIOR TO CONSTRUCTION. 4 INSPECTIONS MAY BE REQUESTED BY TELEPHONING THE INSPECTION t i `=T 'L Z 3 IN AREAS WHERE ASPHALT PAVING IS BEiNG REWORKED, PROVIDE NEW REQUEST NUMBER 823-7000 ONE DAY PRIOR TO THE TiME OF INSPECTION T - Lu " PAINT STRIPING FOR ALL REVISED PAVING NGRK AND PARKING STALLS. —— + ~ EXISTING STRIPING TO BE BLACKENED OUT IN RECONFIGURED AREAS AS 5 APPROVAL OF THIS ESPCP PLAN DOES NOT CONSTITUTE APPROVAL Of 1 1 i i; "• 3 CL ! REQUIRED. PERMANENT OR DRAINAGE DESIGN (I.E 517E AND LOCATION OF ROADS, PIPES, kfSiRICi0R5, CHANNELS, RE1EN'ION fAC1UilEs, U11LlTES, ETC ) I Pr BASIN ------------- z V o F ' ", CATCH (( GRATE ---PAVING O h ALL CONSTRUCTION ACTIVITIES SHALL T COORDINATED WITH CITY INSPECTOR(S) CONTRACTOR SHALL NOTIFY CITY INSPECTOR(S) 48 6 THE IMPLEMENTATION OF THIS ESPCP AND THE CONSTRUCTION, i�' - yr � �- '• s �,t_ HOJRS PRIOR 10 START OF CONSTRUCTION MAINiENANCE, REPLACEMENT, AND UPGRADING OF THFSE ESPCP ; FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR 5 D'r;RING CON5IRUCTION, THE CONTRACTOR ANO/OR SUBCONTRACTORSUNTIL ALL CONSTRUCTION .S COMPLETED AND APPROVED AND c `,,FIALL HAVE A MINIMUM Of ONE (1) SET OF PERMIT APPROVED PUNS AND VEGETATION/'LANDSCAPING IS ESTABLISHED t ! i' t i k ir-i _SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. .......... _2i.ii . L_l .7 STABILIZED CON'iFRUCTICN ENTRANCES SHALL BE INSTALLED AT THE ; 1 k T- - h6 UPON COMPLETION OF THE CONSIRUCTION PROJECT, THE CONTRACTOR BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF SAT-�N _ t l rSHALT LEAVE THE PRCuLC1 AREA FREE GF DEBRIS AND UNUSED THE PROJECT ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE QLORFLOW—�A Z --N CATCH c3ASINA THAT All PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE -BIOVILTER ARA RAipt Z.) MATERIAL. All DAMAGE CAUSED BY THE I�NTWk;TOR SHALT EtE __-- RESTORED TO AN "AS GOOD OR BETTCR" CONDITION. PROACT.8 THE BOUNDARIES Of THE CLEARING LIMITS (1F REQUIRED BY THE CITY) • ,k �� _FLOW FILTER SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CO,.STRUCTION _ HAG DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE A _ DITCH BOTTOM DEMOUTION NOTES FLAGGED CLEARING LIMITS SHAT L BE PERMITTED. THE FLAGGING SHALL — 5TAISjQ,AA_i T R RAG_QELA11 — —'-- -- BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF t.HIS FILTER TYPE SHALL BE USED IN CATCH BASINS IN ALL PAVED AREAS. I DEMOLITION REQUIREMENTS ARE NOT SHOWN OR THESE DRAWINGS THE CONSTRUCTION CONTRACTOR 1S RESPONSIBLE FOR ESTABLISHING SCOPE OF ----- 2 THE CONTRACTOR SHALL INSPECT THE FII TERWEEKLY AND DAILY DURING DEMOLITION WORK FROM OWNER AND FOR EXAMINATION Oi EXISTING RE09 THE ESPCP FACILITIES SHOWN ON THIS PUC ARE THE MINIMUM ' PERIODS OF FREQUENT RAIN, SITE CONDITIONS. CONTRACTOR SHALL SUBMIT A DEMOLITION PLAN CONSTRUCTION FOR THE ANTICIPATED SITE CONDITIONS DURING THE PIAN '' PRIOR 10 CONSTRUCTION OUTLINING ITEMS 10 BE REMOVED CONSTRUCTION PUNEXPERIOD, TED ESPCP EVENTS AND SHALL BE UPGRADED � �'r� SECTIONy1► 3. FILTER SHALL BE CLEANED IN A MANNER WHICH ENSURES THAT ALL SEDIMENT AS NEEDED FOR UNEXPECTED STORM EVENTS ANO TO ENSURE !Ful 2 ALL UTILITY LINES AND STRUCTURES SHOWN WITHIN THE LIMITS OF SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SILL DiTCH INLET REMAINS ON SITE DEMOLITION SHALL BE REMOVED EXCEPT THOSE INDICATED AS 'TO 10 THE ESPCP FACILITIES SHALL BE INSPECTED DAILY BETWEEN OCTOBER 4 THE FILTER SHALL BE REPLACED OR CLEANED WHEN THE BAG BECOMES IALF REMAIN'. ALL LINES THAT ARE CUT AT LIMITS OF DEMOLITION OR POIN'. 1 AND Ai'Rll CI BY THE ALL BE NTSPECTRACTOR AND MAINTAINED AS FULL. OF DISCONNECTION WITHIN THE WORK AREA ARE TO BE CAPPED OR NECISSARY TU ENSURE THEIR CONTINUED FUNCTIONING All PIUCGED 1 DRIVE STAKES FLUSH WITH TOP OF BAG AND INTO 5. FILTR SHALL BE. FOSS ENVIRONMENTAL SERVICES 'STRjAMGUARp TYPE 11-S INSPECTIONS SHAH BE NOTED IN AN INSPECTION LOG WHICH SHALL BE CF3 QR EQUIVALENT. 3 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TEMPORARY ACCESS MAGE AVAILABLE TO THE CITY INSPECTOR UPON REOULSI. UNDISTURBED GROUND A MIN OF 12" DURING CONSTRUCTION UTILITY OUTAGES AND ACCESS CLOSURES C STAKE MAY BF. OMITTED 1F BAGS ARE PLACED ON REQUIRE A MINIMUM Of 24 HOURS NOTICE TO OWNER OR SITE TENANTS 11 ESPCP FACILITIES ON INACTIVE SITES JfYN;L BE IN�iPECTFJ AN" PAVED SURFACE. MAINTAINED A MINIMUM OF ONCE A MCINTH OR WITHIN 24 HOURS 1 INSPECT INLET PROTECTION ON A REGULAR BASIS ET PkOTECTIC)N _ FOLLOWING A STORM EVENT. BIOBAr.S SHALL BE REPLACED ONCE THEY BECOME CLOGGED &S`clA�L E: NONE O 11 A SIGN WITH THE CITY'S EROSION CONTROL HOiLINC NUMBER, PROJECT 2 REPAIR ANY DAMAGED BALES, AREAS OF END RUNS, AND © ��� ADDRESS,VIAND PERMIT SHA1,1 HE AOf WAY POSTED EMAT A LOCATION UNC+ERCUTiING BENEATH BALES REPAIRS TO BALES OR GRADIM AND BARRIERS SHALL BE MADE AS SOON AS POSSIBI-E PROJECT COMPLETION T SURVEY OF EXISTING CONDITIONS PREPARED BY COMPASS ENGINEERING. 3. P'l-'AUVE SEDIMENT DEPOSITS WHEN THEY REACH APPROXIMATELY 0 '� � THE CONTRACiOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL 13, EXPOSED SOILS THAT REMAIN UNWORKED FOR 14 DAYS OR MORE SHALL ONE THIRD THE HEIGHT OF THE BARRIER �/'� iCD SUR&Y DATA CONTRACTOR IS PESPONSIBLE FOR ESTABLISHING R;GH% BE IMMEDIATELY PROTECTED BY APPROPRIATE GROUND COVER �� OF WAY LINES, SLOPE EASEMENTS AND ALL HORIZONTAL M'D VERTICAL DISTURBED LAND THAT WILL REMAIN UNWORKED FOR 2 MONTHS OR 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE c CC91IROL PRIOR IO CONSTRUCTI(A LONGER SHALL ALSO BE SEEDED WITH AN APPROVED SEED MIXTURE. BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO Q � COi.'FORM WITH THE EXISTING GRADE AND SEEDED. W 2 CONTR.'CTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SFALL 14. PUBLIC STREETS WILL ITE SWEPT DAILY, IF NECESW, .Y, TO ALLEVIATE Q ARRANGE FOR STAKING WiTH A LICENSED SURVEYOR. 'STAKING WILL BE SEDIMENT DISCHARGE 10 THE STORM WATER MANAGEMENT SYSTEM. BIO —FILTER F 0 R TEMPORARY � Q 0 a REVIEWED BY OWNER FOR CONFIRMATION TO DESIGN PRIOR TO UNFILTERED WASH WATER CANNOT HE DISCHARGED TO STORM DRAINS _—_ CONSTRuCIION. 15 AIL EROSION CONTROL SEEDING FOR SITE STABILIZATION WiLL BE INLET PROTECTION _ 2"X2" FIR POST-- 0 `� 3 ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORY SLOPE PERFORMED NO LATER THAN SEPTEMBER IST TO ALLOW TIME FOR �" E .� UNLESS OTHERWISE INDICATED, MAINTAIN POSITIVE DRAINAGE AWAY VEGETATIVE LSTABIISHMLNi PRIOR TO THE ONSET OF THE WET C4 C6 SCALE: NONE � �F.DIMENT FENCE � �_ FROM ALL BUILDING WAILS AND DOORS. WEATHER SEASON GEOTExTiLE WITH •FAERIC ON c t cc T SEWN PO..KETS DOWNHILL SID:. E V� 4. CONTRACTOR SHALL BE RESPOfW31BLE FOR .HE SAFETY OF ALL 16 ALL TEMPORARY EROSION ANL _:..DIMLN CONTROL MEASURES SHALL BE 0 OS CONSTRUCTION. ADEQUATE SHORING BRACING, TIES. AND SUPPORTS REMOVED WiTHIN 30 DAYS AFTER IiNAL SITE STABILIZATION IS ACHIEVED E SHALL Of USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING Ali. OR AFTER THEY ARE NO LON3[R NEEDED ` � � PAISES OF CONSTRUCTION 17. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE -,._ ► EXISTING GROUND 5 ALL SHEWORK SHALL CONFORM TO CHAPTER 33 OF THE LATEST EDITION 1� O DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHAH BE REPAIRED _ moi—COMPACTED Of THE UNIFORM BUILDING CODE (UBC). AND PROTECTED w;fH ADEQUATE GROUND COVER (2' STRAW, COMPOST, BACKFILL MULCH, ETC) - MATERIAL a 6 All EXISTING LANDSCAPED AND UNPAVED AREAS WH' ARE DISTURBED - � L00 n BY CONSTRUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED i8 SEEDING SHALL BE SUPPLIED WiTH ADEQUATE MOISTURE SUPPLY SMOOTH AND RETURNED TO ORIGINAL EXISTING CONDITIONS. WATER AS NEEDED WATER SHOULD BE CONTROLLED TO PREVENT PROFILE /7\ rye U` .- DISTURBED LANDSCAPED AREAS SHALL RECEIVE BARK DUST AND RUNOFF AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER �i 1 c� REPLACEMENT PtMTiNCS. DISTURBED NATURAL AREAS SHAH BE ADEQUATE TO PREVENT EROSION SHALL BE RESEEDED AS SOON AS ■� �=' HYLIROSFEDED 10 REPLACE NATIVE COVER DISTURBED GRAVEL AREAS AREAS ARE IDENTIFIED �,. � rn Q SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK SURFACING. 19 DISTURBED AREAS OF SLOPE GREATER THAN 21 WILL BE STABL!ZED 7 ALL. DITCHES, SWALES, GUTTERS, ETC. SHOULD BE CONSIDERED ACTIVE THROUGH SEEDING AND THE INSTALLATION Of NORTH AMERICAN GREEN —SEDIMENT FENCE GEOTEXTILE � ;y STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CONTRACTOR SC15ORN MATTING OR EQUIVALENT PQnDUCT Q 1S RESPONSIBLE FOR ADDRESSING STORM WATER DRAINAGE AND j - DEWATERING OF WORK AREAS DURING CONSTRUCTION. � _ 8 DURING WET WEATHER PERIODS. CONTRACTOR IS RESPONSIBLE FOR -- I SEOIIENCING CONSTRUCTION IN A MANNER TO MINIMIZE IMPACT CNV OPEN EARTHWORK AND COMPACTION OPERATIONS - 2"x2" FiR POST O 1 --f --—--- _- • -T = •'- r--• � ,_: - '-' - CONSULTING EtiGI"'NIRS INC. l nLP NOLs "50 REDWOOD LANE, SUM 300 PORTLAND, OR. 07224 1 LOCATIONS OF EXISTING UNDERGROUND UFILiTIES ARE PLOTTED FROM I I L ;T' PH Is01) 228-3921 FAX (503) 728-10118 RECORD DRAWINGS AND INTERPOLATION OF PHYSICAL EVIDENCE ON THE. SITE AND ARE SUBJECT TO FiELD �TRli(CATiON BY THE CONTRACTOR. `� ELEV MIS I . . I ALL IOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WiTH EXISTING CuNDiTIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS SECTION OR ANY OTHER SECTION , -- —12"—- �� a 0� 3 THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC THEY 00 NOT SHO% EARY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NO' SHOW EVERY DIMENSION, II NO Parkin I FiLTER FABRIC SHALL BE INSTALLED IN A CONTINUOUS ROLL COMPONENT PIECE, OR FITTING RFQU!RED TO COMPLETE THE PROJECT I� 9 TO AVOID THE USE OF JOINTS WHERE JOINTS ARE 4- . •rsa,ta Pa / CONTRACTOR IS RESPONSIBLE fOR PROVIDING A COMPLETE AND Fire Lane NECESSARY, USE TURNED ENDS qA'g• %v WORKING SYSTEM TOW Away t8" 2. POSTS SHALL BE SPACED A MAX;MUM OF 6' APART AND EVIKS 8/30/04 4. CONTRACTOR SHALL COORDINATE A Uf;LITY LOCATE 48 HOURS PRIOR TO Zone DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 6" BEGINNING ANY 1111L1Tr CONSTRUCTION FOR LOCATION MARK-UP OF ALL EXISTING UTII-ITIE5 BOTH IN THE RiGHT-OF-WAY AND ON PRIVATE 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY a" WiDE PROPERTY CONTRACTOR SHALL COORDINATE THE UTILITY LOCAL WITH AND 6" DEEP ALONG THE LINE OF POSTS UPHILL FROM MUNLCIP,,VITY HAVING JURL aD'ICTION FOR ALL UTILITY WORK WITHIN A PUBLIC RiGHT-OF-WAY I'IIORM ENGINEER IMMEDIATELY If IOCATE QRS 98810 to THE BARRIER. TRENCH SHALL FOLLOW THE CONTOUR. INDICATES THAT EXISTING UTILITIES ARE DIFFERENT THAN 514OWN ON 98812 DRAWINGS — 4. TRENCH SHALL BE BACKFILLED WITH NATIVE MATERIAL,. CIVIC._ -- �. CONTRACTOR iS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, 5. INSPECT AND REPAIR AFTER EACH RAINFALL. INSPECT DAILY FEATURES, AND STRUCTURES LOCATED ON THE SITE. LOCATE, PROTECT, DURING PROLONGED RAINFALL. DETAILS C AND AVOID DISRLIPTION OF ALL ABOVE AND BELOW GRADE_ UTILITIES 7' CLEAR SPACE DURING CONSTRUCTION. 6. REMOVE SEDIMENT WHEN 11 REACHES APPROXIMATELY ONE THIRD THE HEIGHT ABOVE GROUND PORTION OF THE FENCE. 6. ALL U11LITY CONSTRUCTiON Ott PR;VATE PROPERTY SHALL CONFORM TO T THE LATEST EDITION OF THE UNIFORM PLUMBING CODE (UPC). ALL 7. ANY SEDIMENT DEPOSITS REMAINING ]N PLACE AFTER THE phase PERMIT SET UTILITY CONSTRUCTION WITHIN THE RIGHT-OF-WAY SHAH CONFORM TO FILTER FENCE IS NO LONGER REQUIRED SHALL BE DRESSED THE STANDARD REQUIREMENTS OF THE MUNICIPALITY HAVING TO CONFORM WITH THE EXISTING GRADE AND SEEDED. date JANUARY 23, 2004 JURISDICTION EXISTING GRADE AND SEEDED. reVISI0n5 7. ALL BURIED IINF_S TO HAVE 1 FEET MiNiMUM COVER, UNLFSS NOTED OTHERWISE. 4 FIRE LANE - NO PARKING SIGNr3""'NSEDIMENT FENCE DETAIL 8 DOWNSPOUT AND BUILDING UTILITY CONNECTIONS TO BE SHOWN ON -.- ucl Bl1ilDING PLUMBING DRAWINGS RFFER TO PI-UMBING DRAWINGS FOR C3 C6 S(;AI_E: NONE SCALE: NONE CONVTINUATiON OF UTILITY I_IyES INT.(` BUILDING 9. THRUST BLOCKING REQUIRED ON ALL PRESSURE LINES BENDS AND FITTINGS. SEE STANDARD THRUST BLOCKING DETAIL. ;G SEE IANTYiCAPE DRAWINGS FOR IRRIGATION LiNES 11 ALL EXISTING UTILITIES AND TIE-!N POINTS SHOULD BE CONIDERFD ACTIVE UTILITIES UNLFSS OTHERWISE INDICATED. 12 CONFIRM FIRE HYDRANT TYPE. N0771 E SIZES, AND THREAD # 03021 h4 �t CONFIGURATIONS WITH LOCAL MUNICIPALITY HAVING JURISDICTION project —_ PRIOR TO CONSTRUCTION. ✓� f� � +,��, " 13. CONFIRM All. UTILITY VALVE VAULTS, VAI.VEs, 41FTE:RS, BACKFLOW PREVENTION ASSEMBLIES, AND OTHER PUBLi'_ UTILITY APPURTENANCES IN THE RiGHT-OF-WAY WiTH THE MUNICIPALITY HAVING ,IURISL)ICTION MUrUOCK NI v.uu k t•r tk. ;, I - Pi,M2004-00098 6 of 10 TT n's , T. '. O:lz4o4 T*�o-YMroM1onKaMICD s�s�rr*.I ice c•o Ory ,mrlon�a2{n2e n+�: _,-...._....�._«...«....-_..... ._..,..,.-.. ..- --------- "W . .:' .....r..-.r.....an�...._ —..♦.„rrw r... —r._�...--._.. .. ..-._..-.. _.. .—.._..,_.�-.._.__.._....--_.__. +—TTr.-iT.�6�s®tACT— ._:._..+.._._.. . .w rw. ".n.r'ylyY♦r. w—r».n.._• _+r.+._—..�...,.,.v—,an.s-n... .._—�..nrw.'-wer++.+.Mwrrw� . _..._ .. .. ., .. ..... ..... ... .,. ". -_ ._ ... .•p w ,..x, xw NN tkJk Ht '-bb Jl4'tH�.M.V:dA',+'444+s+.. xvS•h.WWRi'AMIY. ,.._h M .a, ... .. ,'vIMIY1IICd:K. 'nli ...r4us::,:>ro-v, .t.•,.,;.: .1. -1+* ;::. .Y TT„ 1 ,xk,r. �: r..�i r _ . .. ts�.h. +^:,� .alae. �rW5 y ( f! ( •rlllll!!Iltli!IIIIIi{(III+I I -Illi flllllti)It111tIH 1111 Tal(III (III 111 1111 I II!111 tell !II ill iIH 1111 ilii! ?+ � LEGIBILITY STRIP 3 111 1 ( i I I I I I r.n�.ICN I a 5 O I t 3 I4 I 17 1 I 20 21 212 23 2�4 215 2e 27 28 29 3C k 1 7 � � N �! 1 2 8 15 IQ , r v' 4 ,r Z�I t 1 OI N'JNt Oe � 1 3 *q►„eN"a"^Z I I ' v . 4 1 G .` 'c,l._e.2.♦:.JCA.M...Yu•_-.uv1Y;.1LLL�G_i_a:L���—mss �.-__..-...:�:.:A a.. ..xr....�' a. -:r .,_ ._..M ..a....__... 4.n._..,......... .__.... _ :_ re-�_a i. u_..,._.._a. _.._�_-.-_ ._ __._... _.._.,._..>_-_. �1 � p R a V. , 8"MIN 24 MAX S I D t W A L K _ADJACENT TO CURB I PAVEMENT OR GROUND 1 SLIDING TYPE DUCTILE " +� VA .�./E RISER y1�I2 DIA 4" IRON OR ALUMINUM--_�` z I U ROD VALVE 90X AND C COMPLETE IRON �I 3"M1N /"-SIDEWALK 1 AR Chi TECTUR E INERC;R5.6 a•,•, VALVE BOX EXTENSION —_ {Z (_ - FOR CURB INFORMATION __ _ �6"MAX BREAK FLANGE J SEE CURB DETAI; - -- - a OPERATOR EXTENSION, _ SEE DETAIL THIS SHEET ,� 110a 0 PIER BLOCK 1/4 0" p � R/IM , � �, oo • , �• T-- COMPACTED AGGREGATE Q F r' BASE OR CONCRETE, 1 SEE NOTE 4 I W `. 2,. _ I - I --- SPRING ASSISTED GALV. `J SECTION A-A " z 12 LLA a /-DRAIN RACK PACKET ��,. � �,f, . 4 CU F 7 MIN �Z DIAMOND PLATE DOOR t><] w < _ • W/ LOCKING LID ENLARGED R W v 6' DUCTILE IRON PIPE COVER PLAN VALVE. _BOX ASSEMBLY DETAIL 7 - / OR EASEMENT 3 � o f- - - - -..-- -- - 1�r _-_2. �_- '3030P OR APPROVED C- AREA TO CONTAIN WHEELCHAIR -- _ - CORE DRILL 5" HOLE r EQUAL RAMP AS REQUIRED I o SQUARE x FOR FIRE DEPARTMENT I OFF SE f y' FROM Of Z o 7 PROVIDE~ - T T -`- - - `- •- CONCRETE PAD OUTSIDE OF PAVED /THICK �- OLYMPIC Co 0 COVER E RAISED CONNECTION RISER —_ I _ _ (ID) STRUCTURAL WOTHIUN i o ; LETTERING / - UTILITY VAULT COMMERCIAL DRIVEWAY z ` �-6' MEGALUG RETAINER -� - I 504-LA OR APPROVED T)ETAIL (SEE DWG. N0. 142) \-CONCRETE (EBAA IRON) .- EQUAL �- - - O _ o CONCRETE PiER 6' GATE Vr.VE BLOCK FLG x MJ MJ x 6' FLG IEE • . , CASK IRON COVER SLK SEE NOTE No 1 I - - CAST IRON VALVE BOX A • I A NnpTH I ; THRUST BLACK-1 2" SQUARE NUT -'• VALVE BOX EXTENSION DRIVEWAY VARIES ' G v SIDEWALK WITH PLANTER 18"MIN SHADED TO PIPE ADJUSTABLE FROM C- }� _.� o M ---. ]?" MAX T O 6" MIN STRIP AT CURB 14 MAX OPERATOR -- \ — AUTOMATIC BALL EXTENSION 1" DRIP AT LOW POINT ►,� — , SCHEDULE 80 a I. 1k2' --------.-_...__ — Oo PIPE SHAT, GALV i NOTES: '� �� EXPOSURE 4'-fi• - -- ROCK GUARD, b 1. VALVE. BOX NOT TO REST ON OPERATING F'_�;..; - DRAIN TO 24'X24"x24" _ 1/8" STEEL PLATE. ASSEMBLY. SIDEWALK I'MIN DRAIN ROCK PIT (1- ROCK) r y ___y6-MAX BREAK FLANGE DIAMETER = VALVE ---> —- BOX EXiENS10N � __-_: 2. OPERATOR EXTENSION REQUIRED WHEN VALVE • _ INSIDE D AMETER NUT 1S DEEPER THAN 3 FEET FROM FINISH -- 25' MIN RADIUS (TYP.) �a MINUS , r GRADE. 1 FIRE_ DEPARTMENT CONNECTION 0 o F T BAR 3 CENTER VAS VF BOX ON AXIS OF OPERATOR -- _- - - T mm i FOR RAMP INFORMATION . ` C5 C7 SCALE: NONE •,, 2r'z" x 2 x NUT. SEE WHFEICHAIR TRAMP DETAIL (NO. 128) V x � SQUARE VALVES 12" AND SMALLER SHALL BE -- FOR SIDFWALK INFORMATION HEAD CUPPED PROVIDED WITH CLASS B BASE ON SEE SIDEWA"K DETAIL (NO 120) NOTE—S: 4•-Cr (REF) CAPSCREWS �� UNDISTURBED GROUND VALVES GREATER 12" SHALL BE INSTALLED ON PRECAST 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE LONG STEEL SQUARE / CONCRETE PIER BLOCK. IN ACCORDANCE WITH DISTRICT r_ONSiRUCTION SPECIFICATIONS TUBE WELDED ALL -- AROUND TO FLAT BAR 5 VALVE BOX EXTENSION SHALL BE CAST ;ROH 2 PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT OR PVC (ASTM D 3034). Sao PL ACEMFNT OF CONC AROUND FH 1S PROHIBITED. VALVE BOX EXTENSION SECTION 3 HYDRANT INSTALLATION VALVE BOX & EXTENSION ASSEMBLY °•� T ---- NO SCALEAMM �? SCALE: NONE SCALE: NONE E"WdCRn,:°f°'""'�"' 0.. 41. ALTERNATE owo No. Riia 0 MI ENAS rm 10 Q� S fes;; , MARCH +tee COMMERCIAL DRIVEWAY � 62 CITY OF TIGARO --- cn o o 62 O 1 AR ES I� .v ---AC SURFACE COURSE — -- - - AC SURFACE COURSE EDGE OF PAV'T. OR CURB _� N -- _ _- —_- - ---- - -- AC HEARING COUPSE COURSE - __�--LEVELING COURSE E v J THRU TRAFFIC SIDE--+ T4 .� 1„ •,< r� U7 - 06 BASE COURSE �- -- ansE COURSE FOG LINE - 4" YELLOW OR WHITE LINE W (� o -�- 4--_ -- ` �"���-R-=- SUBGRADE GEOTExTiLE FABRIC AS SHOWN ON PLANS. r 7 o X x x x SUBGRADE GEOTEX,ILE FABRIC I '- '°'t--- COMPACTED SUEGRADE --- COMPACTED SUBGRADE 0 Ln 12" MIN �+ 0 040M 5 TYPICAL PAVING SECTION—LION_ T 4 TYPICAL PAVING SECTION—HEAVY S•— Ln C3 C7 SCALE: NONE C3 C7 SCALE: NONE STOP BAR '- SHALL BE THERMOPLASTIC E a� � Q � PAVEMENT MARF.SNG MATERIAL. .00 �? �""' �— Q 12" 6•MIN.111 1O'MAX. 12•' o L A N D I N -- x SIDEWALK WiDTH AS SPECIFIED ��� I ,t �- `�° �'a• CONSULTING ENGINEERS INC. 5 MIN i'-lf _ 5.5� 4,05' 113?' M50 REDWOOV LA''E. MITE 9A0 _ TOOLED COLD JOINT . I'l� y M _ 6' 3•7s' 3/e' CROSSWALK - SPACE TWO 12" WHITE LINES PORTLAND, OR. >i72Z4 • ° r BETWEEN CURB AND I .50 1 M4X. r �` 6.5 j± 11132 ti �� ° • . ',,'•A ', SIDEWALK , 6. 7' 3 • s.+6• AS SHOWN ON PLANS. CROSSWALK SMALL PH Isa.l zz6- Ari Fsx Iso3I zze _I�.e 6' -✓ ' 7 ' BE THERMOPLASTIC PAVEMENT MARKING - LSTANDARD CURB ` ' `- -S(0 AND GUTTER 4 MATERIAL. PREMOLDED JOINT MATERIAL CRUSHED AGGREGATE BASE COMBINED CURB RAMP ,• ` ., �0'S off. _ _TRAFFIC CONTROL NOTES _ TYPICAL CURB TYKE _CROSS SECTION � C3TC7 SCALE: NONE TYPICAL ISOLATION EXPANSION JOINT �@� ���rTAiNiNG CURB `qC` SIDEWALK: WiDTH `��J j �/ 4, ,s. SETBACK S SPECIF1 D XPi ! /.!, / ~ LANDING ��Ir 8. wH►�� MIN DIRECTED I C cxwaEs ! STANDARD- - r, PREMOLDED JOINT MATERIAL i STEEL. DOWEL CURB AN6' ?� GUTTER 5' --•�C_ MIN. 2" OF -0 SpA) PARAL-LU R_ )-RAMP t. s/" CRUSHED AGGREGATE BASE f �5" TC ,4 NOV - �-=--- TYPICAL SETBACK TYPE CROSS SECTION 4 MIN �� 6"i CIVIL cn' C ,�,. R a F C1!/4" �1 V v /I"' NOV. 3" WEEP HOLES — o - - --- -- -- -- NO LIP � I ] NOM_1_0��/ RESIDENTIAL AREAS MIN CONTRACTION JOINTS AT - -��_ �yys� Vn nO � L '' W PAVEMENT SURFACE Of DETAILS - jr- APPROXIMATE 15' INTERVALS - STANDARD DRIVEWAY SECTION --� 20,1 1 CONTRACTION V`✓O Y Z TOOLED "DUMMY' JOINTS IOiN1S BROOM MIN. 2" OF -0 O > e AT APPROXIMATE 5' PATTERN COUPIiNG FORT CRUSHED AGGREGATE BASE INTERVALS-- WEEPHO!E PIPE ----�1 � T BATTER 6:1 phase PERMIT SET TYPICAL ISOLATION EXPANSION JOINT WITH DOWN �`� ( ��- RAMF TEXTURE DETAIL -� - - _ ! GAN A NO date JANUARY 23, 2004 T`Y PICAL_SECTION THROUGH COMBINED CURB RAMP T/3 I I ! I ILII ( III! I _ NQT; �- 1 CURB EXPOSURE "E• = 6" TO 9" VARY AS SHOWN ON PLANS OR AS DIRECTED revisions J. THE "AMERICANS WiTH DISABILITIES ACT' (ADA) REQUIRES THAT ACCESS RAMPS I _ --- -------- TO SIDEWALKS CONFORM TO ALL FEDERAL GUIDELINES. EXCEPTIONS TO THE 2. CONST. CONTRACTION JOINT SPADING AT 15', AND AT ENDS OF EACH INLET • --= DRAWING M 1ST BE APPROVED B THE ENGINEER AND AND RAMP. \JOINT TN SIDEWALK TT 3. TRANSITIONS SHALL BE USED iN `NN CURBS OF DIFFERENT EXPOSURES *'E REQUIREMENTS [N THIS D Y H R • MUST COMPLY WITH ADA S STANDARD CURB do GUTTER-A MATCH JOiNT IN CURB 3" WEE OLE 2. NO ABOVE GROUND UTILITIES ARE Pr r.N1TTED WiTHiN RAMP AREA. E" IS THE TOTAL VERTICAL DIMENSIONS OF THOSE CURB SURFACES HAVING A PIPE, LOCATE A5 - -- COLD JOINT -� DIRECTED 3. LANDINGS SHALL BE PLACED AT THE TOP OF EACH RAMP, SLOPE OF 1:1 OR STEEPER) MiN. DESIRABLE TRANSITION LENGTH SHALL BE 20' TYPICAL PLAN VIEW LANDING SLOPES SHALL NOT EXCEED 50:1 1N ANY DIRECTION FOR EACH i" DIFFERENCE IN "E" THE SLOPE OF THE SURFACING AT THi' BOTTOM OF THE RAMP 4. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY 216 NORMAL UNLESS _ TYPICAL CONTRACTION JOINT NOTE: r SHALL. NOT EXCEED 20:1 FOR A DISTANCE OF 2' (SEE OTHERWISE SHOWN OR A DIRECTED. ?.SIDEWALKS F FEET AND WIDER TAIL HAVE A LON,riTUDiNAI_ CONTRACTION TYPICAL SECTION ABOVE). Al THE MIDPOINT. 7 2.CONCRETE DEPTH FOR STANUAr,O SIDEWALKS SHALL HE NOMINAL. 4" MIN ; 4. MINIMUM LANDING DIMENSIONS SHALL BE 4'x4' 5 DIMENSIONS NOM VARY TO CONFORM WiTH CURB MACHINE APPROVED BY THE -- THICKNESS ]N DRIVEWAY SHO_L MATCH EXISTING DRIVEWAY. ENGINEER. ALL JOINTS TO BE TOOLED WITH _ RAMP SURFACE SHALL BE TEXTURED WITH RAISED PIAMOND RADIUS UNLESS SAWCUT 3.BYSTHEL 3" PV ENGINEER. PLACE CONTRACTION INOSIDEW LKS IN LOCATIONS OE TOP,OF AS DIRECTED 5 TEXTURE. TEXTURING SHALL BE DONE ' .,4 AN EXPANDED 6 ALL RADII SHALL HE 3/4" EXCEPT AS OTHERWISE NOTED. prnjeCt# 03021 METAL GRATE STAMPED INTO THE CO' (ETE. 4.CONCRETE SHALL BE 3500 PSi COMMERCIAL GRADE. 7 A CONTRACTION JOINT AT WEEP HOLES 6 CONCRETE SHALL BE 3500 PSI Cur,ll.,£RCIAL GRACE. a 10 CONCRETE PAVEMENT JOINTS 9 SIDEWALK _ 8 _SIDEWALK ACCESS RAMPS_ _ _ _7 STANDARD CURB C3 C7 SCALE NONE C3 C7 SCALE: NONE - C3 C7 SCALE: NONE C3 C7 SCALE: NONE 7 imurumlk n; `+�uu PLM2004-00088 7of10 otit4o4 rrso•r."owoor.�otco sucrr:nKaace_c+a aq,mrts2ooA a�1s PSA Mod 1 -.. ,:n.aa«-,rim.a•..ai•;n.<.,«a4K,71.a#e'...-V7s..,.`Lr,,..c, l::: _ ...e ',..x,:,. ... .s.. -... ... ,ds.... .. _ •... .,,. ,::. - .asv., ".r..,-..n a Mr9nY..An'vw• ,.-„•n. "1!'` ;+:' :�:� . ., ..,: . •, -, . ,: ;; .-. .a,.xmu .'sa,8a. ;.n,r ;, ,,.:,.,•„ - :..._ . .:.,•...- .... 'n��, ,warr..,�+' '•♦_•:•w, .�.v=,orb .�rel�,•woa1<-€>.y3+.wawrwu+sr�i'a+a,v.+w+•tlrr+.e .x.... s LE�181LRYSTIl1� 5 5 P� 9 - 3 q I , I i' I I•I ITHLI iii ILEI(TITh II i Till+HllnuliL,ll.,.,I,inf ' a O (7 1'8 I'9 20 2 i 2� 23 24 • 25 28 2 28 29 30 01 mvwl IOU �y�i,►11'Lfi,, t � 1 tl li► ' , � I � • L J 717 4yiM& W, 4 W. a , 7. ; 1 z• w, Y ♦ • i SANITARY WATER1IGHT NOTE: „• o / -_. / _-- w -- -- -- MANHOLE STEPS MUST BE TIGHT AND FIRMLY •• • 0 0 �\ EMBEDDED. THEY MUST ALSO MEET THE ASTM • ' ,•. �, • o o �w TEST FOR WITHSTANDING PULLING OUT. •(• " 5-3 4" 0 o TAMPERPROOF a l STORM o �2 HOLES MAx o 4 __ OR SANITARY , _ COVERS --� 1 — m ARCHITECTURE • INTER-QRS • F,AN, N_ l� 24� �- ) �� - MANHOLE FRAME AND COVER �"1" ' 1 AS SPECIFIED. r _.�_ r, 24 a' A - A FRAME AND RISER RINGS SHAT-L BE SEALED 22- -- I � r __ _ WITH PREFORMED PLASTIC OR RUBBER TO FINISH GRADE ao - - FORM A WATERTIGHT SEAL. GROUT MAY BE � 12- CAS1 IRON TAMPERPROOF & WATERTIGHT PLAN `--- CONSTRUCT INVERT CHANNELS TO USED FOR STORM SYSTEMS.--- • d fh N - UNIFORM FLOW LINES WITH � VA_F ABLE �.` GRADUAL TRANSITION SECTIONS. 12 max I W (FRAMES AVAILABLE IN—STAN DAF20 OR SUE3UR8AN PATTERN _ - �_--�_- A ADJUSTMENT RINGS •r- - ` 1 " EXTEND PIPE INTO BENCH SLOPE "i" - 1/ O D. SST PRECAST BASE --- -- _ a MANHOLE ANU C,ROUT 12: -- _ _ _ --- � ► u: F 27" WASHER, 3/32' SMOOTH -}- MANHOLE STEPS SHALL NOT BE . I 10-3 4- -_ _ _ r 25" THICK, 3 REO'D RUBBER BOOT PROVIDE UNLESS OTHERWISE SPECIFIED I t2" "' — --� 1 - PER COVER INVER ALL JOINTS SHALL. BE SEALED WITH �o FLAT RUBBER WASHER, NF ' PREFORMED PLASTIC OR RUBBER RING JQ- =cuzazn.xz••� 3-3/H- FOR y n o `� - `x "*,' TO FORM A WATERTIGHT SEAL. PLASTIC SAFETY STEP z o �+ r 3 REQUIRED PER COVER .; . oo --COMPACTED 3/4"-0 GROUTED JOINTS MAY BE USED FOR j ter'`-== - - o CRUSHED AGGREGATE BASE STORM DRAIN SYSTEMS t7 - _-%" NEOPRENE GASKET, �� � _- _ ' _,_ COPOLYMER POLYPROPYLENE PLASTIC rn N (� SHAPE CHANNEL TO MATCH BOTTOM STANDARD PRECAST MANHOLE - 7 I -` 31�-_.�- OMIT FOR IAMPER-PROOF HALF OF PIPE. SECTIONS AS REQUIRED -� a COVER 4g' 1/2- GRADE 60 REINFORCEMENT CAST _IRAN--STANDARp N — -- --%� HEX HEAD SST CAr� PRECAST MANHOLE BASE RUBBER BOOT - ------ • . (42" iF SPEClFIE^) ( — r OR MANHOLE ADAPTER _ I 13' CC J SCFtEW• 3 REQUIrZED SECTION A-A - 3 PROX. WT. - S87 l 855 PER COVER NATE: PRECAST MANHOLE -- - BENCH SLOPE 12:1 -- - ; 3 REQUIRED, " x 1 W PENTAGONAL SECTION ••._: t 2" *2 OR HEXAGONAL HEAP, BRONZE OR CAD. PLATED. RUBBER WATERSTOPMANHOLE _ -.� INSTALL FRAME SO THAI N T t_OCATEU EXTEND PIPE INTO �__ -�----- / REO'D FOR P'VC PIPE (PRECAST BA�E SHOWN) 0 E BOl BOSS 15 MANHOLE AND _ � r OVER THE MANHOLE LADDER. GROUT SMOOTH " - SHAPE CHANNEL TO - T 1° —I MATCH BOTTOM HALF OF BASE ROCK ---- - - � m.,��p LAYER MINIMUM _ - BQLT—DOWN DETAIL AT SPRING LINE OF PIPE ': PPE. ) _ 24� (FOR TAMPERPROOF AND WATERTIGHT) EXTEND CHANNEL UP TO •• ^ 6" MIN. 30 CRJWN LINE ON 12.1 - - � ---�'- #6 3/A- GALVANIZED BAR � ��,,-, -RUBBER CASKET BATTER y,.• GLUED INTO - CAST IRON SUBIJR6AN "•�•�� FRAME COMPACTED 3/4"-o CRUSHED MATERIALS: FRAME AGGREGATE BASE GALVANIZED: 4"FOR GALVANIZED STEP (APP ROX. WT. - 30-5 LBS.) �-:4. _ CAST —IN—PLACE MANHOLE BASE #6 (3/4" DIA.) GALVAN17ED DEFORMED RFIr��ORCING BAR. NV L5 WATERTIGHT GASKET_DETAIL REINFORCING BAR CONFORMING WITH ASTM A -61�; (,RADE 40 SECTION A_A 1. STANDARD PRECAST MANHOLE SECTION DIAMETER SMALL BE 48". GALVANIZED CONFORMING WITH ASTM A 123 bQi NOTES: MAX PIPE SIZE SHALL BE 24". 1 TAMPERPROOF COVERS REQ'D ON SANITARY OR STORM DRAIN 1. CONCRETE SHALL BL CLASS 3000 COMMERICAL GRADE 2 ALL CONNECTING PIPES SHALL HAVE A FLEXIBLE J01NT PLASTIC: MANHOLE WHERE LOCATED IN PEDESTRIAN WAYS OR EASEMENT 2. CHANNELS SHALL BE CONSTRUCTED TO PROVIDF WITHIN 18" OF MANHOLE WALL. AREAS. TAMPERPROOF COVERS FOR SANITARY MANHOLES SHALL SMOOTH SLOPES AND RADII TO OUTLET PIPE. MUST CONFORM WITH ASTM C-478. HAVE 2 HOLES MAXIMUM. 3 BASES MAY BE PRECAST OR POURED IN PLACE. 3. SEE MANHOLE BASE SECTION DRAWING FOR BASE DETAILS STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. 2 WATERTIGHT COVERS REQUIRED lF LOCATED WHERE COVER MAY a TH[b MANHOLE BASE SECT( N SHALL BE USED 4. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED sE JBMERpGED. SS p0 EE FOR PIPE SIZES UP TO 24Q. ASTM C-478M. WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE 3 MANUFACTURER SV INITIAILSI,LHEAT SNUMBER AND 5. USE RUBBER BOOTS IF PIPE IS FLEXIBLE WITH SERRATED SURFACES. 1=OINT OF ORIGIN. BOOTS MAY BE KOR--N-SEAL OR EQUIVALENT 75 4 �.�IANHOLE COVER & FRAME DETAIL 3 MANHOLE BASE SECTION DETAIL. 2 MANHOLE DETAIL 1 MANHOLE STEP DETAIL O C5 C8 SCALE: NONE C 5� " r WINS Cr. SCALE: NONE CSC SCALE: NONE .�� u U_ 'oCN cn C4 cn o JI 0 V @ C ��1yfZ �AP AC --_--r a' SEAL SURFACE g�" AREAS PAVING AREAS v OVER JOINT TACK COAT- 6. I COAT MATERIAL CAST IRON COVER }+TACK (� O a JOINT MIN & SAND O 0) FRAME do GRATE ELEV. - -- ROUND SOLID COVER INTERFACE (AC PATCH .� TYPICAL TTYYPICAL) E SEE PLAN. STEPS OFFSET MARKED "DR.aIN" 10 GA. STEEL CATCH +•!• .. AC OR CONCRETE PAVING _ W/LOCKING BOLTS. BASIN. PAINT INTERIOR I I EXIST AC PAVING I OR OTHER SURFACING W r - - T---- & EXTERIOR W/ASPHALT 28"x28" HE4VY DUTY -- __��_ __- E OVERFLOW ELEV. I - KiL5_ C B. BY (L'rNCF-I CO. OR CAST IRON GRATE TOPSOIL dt LANDSCAPING 00D °UNDISTURBED -T 1 TO PROVIDE APPROVED EQUAL) - AS INDICATED OR B �y EXISTING l 10;e a»+ �° DETENTION b 1. PIPE SIZES do SLOPES PER SPECIFIED ELSEWHERE AGGREGATE BASE �J 07 & OIL SEP. -'1 S" C.I. NO-HUD / z t� PLANS. 0INGCD DEFLECTOR TO , "-' PER PLANS _ 2. METAL PARTS OR GALV. 1/5 13END ---- FACIUT�,;� CLEAN OUT STEEL PIPE HAVE ASPHALT ( 2 -CONCRETE PAD REQUIRED 0 e TREATMENT 1. -••- _----•-• - -- AC PAVING 4"--- - AGGREGATE CLASS 3000 CONCRETE IN PAVED AREAS ONLY O i _ _.- _ THICKNESS OR BASE dr LEVELING A5 0 00 MECHANICAL PLUG CHAIN-200# CAP - _ MATCH EXISTING W COURSE MATERIAL PECIFIE ` 4' MIN }+ /q � SLACK WHEN GATE �.. / f_ 8" WIDE X 3- DEEP NOTCH '1 /�ji/ PAVING THICKNESS MATCH EXISTING -� � ��•✓ � � IS DOWN. FASTEN , \�\\,� WHICHEVER 1S > AGGREGATE BASE 17 Y, " / �. �I 6" MIN. GREATER THICKNESS CAST IRON FLAME CHAIN TO FRAME. \\� TRENCH �,��Y/ cO a ID - / I� \\� 36" -- BACKFILL I� a CD OUTLET PIPE INLET PIPE \\ \\/ 4" MIN-' in c INVERT ELEVATIONS , --- CLEAN OUT GATE PIPE DIA AND 2 4" MIN. �' z __-___ PIPE O I LIFT GATE N0. ELEVATION AS SHOWN �. ZONF A Q CL PER PLANS ry ' C/C/I-LG, CASCADE ON PLANS 12" GALVANIZED- CULVERT INC. a ^� - PipE 'v STEEL PIPE - a o _ PIPE i ,b I - ORIFICE PLATE WITH i -- BEDDING 4" CONCRETE N F 1.8" DiA.METER ORIFICE 1n � STANDARD GALV -4" STEEL STEPS _--_. TRENCH (` - 4" MIN. 3/4"-0" C.R. FOUNDATION ( r-----MECHANICAL PLUG --� COMPACTED BEDDING NOTE: CATCH BASIN k I STABILIZATION AS 1 CONSULTING ENGINEERS INC. GRATING TO BE RATED REQUIRED b��smica�izmaaz 6050 REDWOOD UNE, SUITE 300 S•_p" FOR H-20 LOADING �. PIPE 6" j a PORTLAND, OR. 97224 ------- ----- MIN. OUTSIDE MIN. ---- —� PH' (503) 226-392.1 FAX: (903) 228 7928 g FLOW CONTROL MANHOLE 24' .r , �-�— 7 METAL CATCH BASIN _ C5 C8 SCALE: NONE -- — -- -- --- MIN• CLEANOUT BEDDING C5 CS SCALE: NONE NOT ` ` _ 6 _UTILITY TRENCH SECTION ALL CLEANOUT MATERIAL To 4r_ C5 C8 SCALE: NONE AE SAME AS CARRIER PIPE. 4, ,F 5 CLEANOUT_ _ �R" 8. wN11P_ C5 C8 SCALE: NONE EXPIRES 6/30/04 PLACE "C" MIX AC MINIM,41M THICKNESS OF 4 OR THE SEAL SURFACE OVER THICKNESS OF THE MIN MMUM TR'NCH PATCH JOINT WITH TACK WH EVER ASEMENT, ,_ W!<�1H ROLLER WIDTH — MATERIAL AND SAND GREATER. COMPACT 6- PLUS 2 _(AC PATCH ONLY) 1, A5 SPECIFIED- Mn+ MIN_ CIVIL EX%ST. PAVEMENT, EXISTV PAVEMENT 12" SQUARE CONCRE:TE F'AD- e TACK COAT CUT EDGES ��,r. DETAILS Yr •.o? j --CONCRET SLAB a o. a ., \ PLIST IRO Ct EANOUT- -ER 4' a / I ;9 e phase ! PERMIT SET \\�` . FINISH GRADE d '- =?_ _ ------- _ L_ - e date JANUARY 2zr 2004 to 4" PGC PERF PIPE-- -- 7 - _ UNDISTURBED- SOIL PIPE FURNISHED /I • - #4 REBAR O 1E'O.C. UNDISTURBED- Z BASE (EXIST.) do CUT TO CORRECT IN 24"x24" TRENCH EACH WAY BASE (EXIST.) \ • OF GRANULAR DRAIN ' TeVISI0t1S I COMPACTED AGGREGATE LENGTH BY CONTRACTOR ROCK / • BASE, CDF OR FULL - -- -_-' __—__ - DRAIN GEAGEOTEXTILE DEPTH ASPHALT AS DIRECTED CONCRETE --- FABRIC / FROM FLOW ----- - -- TO STOP.M DRAIN COMPACTED BASE COURSE FOUNDATION MANHOLE OR FOOTING e c - -COMPACTED TRENCH �,.�,-- ------ /" GRADE ---- - - i DRAIN SYST. r' ►f ^ CATCH BASIN• NST ; BACKFILL AS SPECIFIED •�,+ ���� DRAIN ROCK 1. ALL EXISTING AC OR PCC PAVE- r COMPACTf:D SUBGRADE MENT SHAD 8E SAWCUT PRIOR BACKWATER d � TO REPAVING. VALVE e 2. CONCRETE PAVEMENT SHALT_ BE -- 'a REPLACED WITH CONCRETE TO A _ CONCRETE SLA THE STH CKNESSUM N OF REMOVED ESS OF 6" R TO '� T (ACTUALRENCH )TN c _ 12 _ B _ C3 C8 SCALE: NONE � -- PAVEMENT, WHICHEVER IS GREATER. �-- n -- e • e- `- - - --- - _-�- r 3 RIAL IS CTB IF TOR ING AIBET ENE REPI,(CEMENT 24" project# 03021 BASE MATERIAL SHALL MATCH EXISTING. 1 O BACKWATER VALVE -'-- 05 Cf3 SCALE: NONE 9 SUBSURFACE DRAIN DETAIL 1 1 STREET CUT cs ca SCALE: NONE -�--- 4 ---- 05 C8 SCALE: NONE C8 mur(toCK NI v,llu I'LM'U(W-OI 098 901,1(► „wlreFh .mt'w,+h:'W:W rnre....re. y,rr..•w ...•rvrytn`+,Mi,:..wY ...ry.nin.. ,..;.tY.. .::, •. :>. 0171W TTODT�p OIKIMTTAIIdId_C10 QAq.01/!7/mOC 0Efl2']2 PM,MW «-•,„ter.,,-...,_._ .-___....r _ _ . .. --,iW.,-u.. e.. .._•,.:;. : 'x!aW+. :.•+.e.,utsltwerroCiAi7aAdka:nrt+N.:+n..4'.(.x'+::..,. ,.,�4.b Vit;. -.:.; •r ,+..c.. ..-_.. - rw.,r,,,.,Mn,.wr,.•• 1tlM�N4Yu:44�a4Etn+m+r�.:., :I'�4�aw.,,.,....:,...n>her..a�Mmu�4N.et,'^.,,.�>Vya{;•yv,9>7d,:.aoR.wyMnw..• w..w.Mu,.n.... ..�.+c'.tiy ' !. �.v CfTT I'I!!IilllllllllrllIiil lffrlllllflflllll,,.: . :� illi:ii :inji. I: :, !t n i '�°`+SK' ..., .. ,r ,*nMW+M!dF�'. �.G0�1L11 T STRIP • '„ I O Nc I � 2 1 I I� ' 1 6 0 1p I'll,, i,2 . I a, t 2 4 F' 2 2.3 24 25 20 2 2'8 2n 30 30 • 7 t RONI 0 1 OE7. L J_ - y� Off' a - ,y, .�`'dt!'41,1��$�.a,eti%�q. t .tie re SII. �� S F M' • y RE Mf1 0R(:•iNG BARS wit N Miw,MUM GENERAL NO1 ES: FOR P-CRIMETER STAB RADK FLOW 8' OUTLET 1.) STORMFILTER aY STORMWATER MANAGEMENT INC., PORTLAND, OREGON (800/548-4667). (8Y CONTRACTOR) GRTRIOCE PIPE STUB (STD) p 2.) CATCH BASIN MUST BE SET LEVET sRCMITECTUAE•IMTER<CRS•P. 3.) EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS. DATA BLOCK DATA BLOCK DATA BLOCK 4 ) FLEXIBLE COUPLING TO BE USED AT INLET & OUTLET FERNCO OR ENGINEER APPROVED a -�- -- - ---- 5.) PERIMETER SLAB TO BE PROVIDED BY CONTRACTOR. ONE - CARTRIDGE STEEL ONE -CARTRIDGE STEEL ONE -CARTRIDGE STEEL -�•--y~•.�.. _ _�_ --4 d F- -° 6.) STORMFILTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE CATCH BASIN STORMFILTER CATCH BASIN STORMFiLTER CATCH BASIN STORMFILTER G -- - _ - - - ----- ,.. - - -- -- -- MANUAL FOR DETAILS A I • • ) 1 I - 51RUCTURE �-ALLOUT I( ) - - --- C6i82 STRUCTURE CALICUT I{ ^_ _ LE STRUC _ - e �- - /Q 7. CATCH F3AS.N STORMFILTER STRUCTURAL SPECIFICATIONS WATER QUALITY FLOW CFS 0.02 CFS WATER QUALITY FLOW CFS _ DUALCrrLLOUT ID _ CB E4 --- _ - i-• • -- )--� 0.02 CFS WPTER FLOW (CFS) 0.02 CFS Lu 4 �I �- LOAD RATING. 1/4 LB. CONVEYANCE FLOW (CFS) 0.15 CFS CONVEYANCE FLOW (CFS) 0.15 CFS CONVEYANCE FLOW (_CFS) 0.15 CFS ac x I -- CONSTRUCTION: 1/4" STEEL PLATE - - _ COATING: CORROSION RESISTANT, ALL SURFACES RETURN PERIOD OF PEAK FLOW! 25 YEAR RETURN PERIOD OF PEAK FLOW 25 YEAR RETURN PERIOD OF PEAK FLOW 25 YEAR w Z a UNIT WEIGHT. 650 LB MEDIA TYPE PERLITE MEDIA TYPE PERLITE MEDiA TYPE - - PERLITE INLET GRATE: DUCTILE IRON RIM ELEVATION 8264.66 RIM ELEVATION 8264.63 RIM ELEVATION 8265 30 3 c - ------ - --.- _ --- �-�_-_- - PERIMETER SLAB: REQUIRED ' (CHECK. 14M - IE-OUT - 2.3') I.E. DIAMETER (CHECK. RIM - IL-W, - 2-3') i-F. DIAMETER (CHECK. mw - E-a I - i 3') LE. DIAMETER a V 'd i I INLET STUB _� - 262.70 4- DI-- INLET STUB ---_-- __ _ - INLET STUB - - - x OUTLET STUB 262.36 6- DI OUTLET STUB 262-3-3-----i"'- -6' DI OUTLET STUB 263.00 6' DI 0 The STORMWATER MANAGEMENT CONFIGURATION CONFIGURATION CONFIGuRAT10N. StormFrl t er" o V c LIFTING EYE (TVP) -�-'` ------ --- --- U.S. PATENT No. 5,322,829, OUTLET -` - �- d --- - - No. 5,707,527, No. 6,027.639, . OUTLET OJTLET z a No. 5,824.578, AND OTHER U.S. - - � -__ W � J < oc INLET PIPE AND FOREIGN PATENT'S PENDING '- H n y SOLID LID INLET GRATE -� ` A STUB (OPTIONAL) --- _- G INLET CATCH BASIN STORMFILTER - PLAN VIEW 1 ' OPTIONS (AVAILABLE AT EXTRA COST): OPTIONS (AVAILABLE AT EXTRA COST) OPTIONS (AVA^.;•ABLE AT EXTRA COST). ® OUTLET STUB - OTHER THAN 8" DIAMETER X OUTLET STUB - OTHER THAN 8" DtAMETEG OUTLET STUB - OTHER THAN 8' DIAMETER - OVERFLOW INLET STUB ❑ INLET STUB INLET STUB PERIMETER SLAB WEIR CREST [] 3.000 PSI CONCRETE OTHER- OTHER OTHER: [] (BY CONTRACTOR) INSIDE RIM INSIDE RIM -- TO NSiDE OF RIM_ ❑ 2-/4 REINFORCING BARS i 7/8' -_ -_.-- 1 7/8" 4' 1 7/8- (BY CONTRACTOR) v STORMWATER STORMWATER STORMWATER FILTER CHAMBER 0 MANAGEMENT INC. MANAGEMENT INC. MANAGEMENT INC. INLET 2'-(2 3/4" 12021-8 h.E. AIRPORT WAY. PORTLAND, OR 97220 12021-B NE. AiRP04T WAY- POIRTLAN., OR 97220 12021-6 NE. ArRPOtR' WAY• PORTLAND. GW 97220 -► (2'3 ) (503) 240-3393 FAX. (503) ?40-9553 (503) 240-3393 FAX (503) 740-9553 (503) 240-3393 FAX (503) 24G-955J I --- SCUM �......�._ ---- _ t • BAFFLE - O 169 1117-1 8" OUTLET PIPE }� Ll) i STUB (STD) VARIES OVERFLOW V IT Pod WEIR WITH U O •L. CLEANOUT FILTER- FILTER CHAMBER INLET/OUTLET CHAMBER CHAMBER 1' 5" CLEANOUT OPENING OUTLET V J IN OVERFLOW WEIR 1- p -- 1 11/16" -1 3/4'-- i01 � � v Owe O O CATCH BASIN STORMFII TER - SECT!ON VIEW q-q CATCH BASIN STORMFILTER - SECTION VIEW �t-g 4) ESCXEf' N.T.S. -�---------- -- --- -- -- _ h 1 U 1 1 E W 06 -� co o .oi�: u 0 .- _ M THRUST BLOCK ~ I�•0 o v � p SEE NOTE 4 MUNiCIPA;. APPROVED S.. __ _ RETAINER GLAN7D BACKFLOW DEVICE cz (n 4' F SEE NOTE 3 Q r�- SPOOL FLGz FE ° a I �' - - �- - - '- - f- �' - •- `--- FLANGE COJPLING ADAPTOR SEE NOTE 1 I 1 I LADDER EXTENSION SHALL EXTEND 40' L'0N5T'LI'll\G ENGINEERS INC I ( F I ABOVE THE TOP RUNG OF LADDER b� I I _ , �- --� 6650 REDWOOD LANE, SI.1TE 960 NOTES: E I i -- .•�•� -���•�- 6 I I _ (HORIZONTAL) VOLUME OF THRUST BLOCK PORTLAND. OR. 9n24 -- - 6" luiv11 __ BEARING AREA OF THRUST BLOCKS IN SQ FT IN CU YDS :VERTICAL) PH (503) 226-392) FAX' (509) 228-3DZR C0"4TRACTOP TO SEAL ALI OPENINGS I - � IFt*TING TEE 90' ASND 45' 22 172' I 11 1/4• I i TIN SEND ANGLE 1 IN VAULT w/NON SHRINK GROUT. i --LADDER MEETING OSHA I - -� -- SIZE I BEND I EEND BEND SIZE 45• 22 R• 1125• ' REQUIREMENTS ATTACHED LADDER SUPPORT TO INSIDE -� 2. CONTRACTOR TO INSTALL CONCRETE I IIS SEE STANDARD DETAIL I FACE OF VAULT COVER OPENING AS SHOWN h�T 4 13 18 10 10 10 4 11 04 02 '', BALLAST 3cu yds MIN AROUND BO:E I I CENTERLINE OF RUNG MUST BE SET I - - - 1 OF VAULT WHERE FLOODIN.1 OR HiGH I _ _ r. _.,._.._ I 7• FROM FACE. OF SURFACE BEHIND RUNG I I 1 SECURE POWER CORD TO SUMP 6 �2.8 - 4 G 2 11 10 6 2 7 10 04 GROUND WATER EXIST. PUMP, DISCHARGE PiPINC w/ 8 50 71 313 20 1.0 8 4.0 5 0.6 3 CLEARANCE BETWEEN WALL k DEVICE l _ o - NYLON CABLE TiES. _ 8"MiN, 12'MAX EXCEPT IrMIN, 9"MAX ` ._ _ - - _ - - _-- _ - -- -- _• -- __ -- - _ 12 11 3 28 15 4.4 I 2 2 12 14 3 6 1 3 FOR 660-WA VAULT. -_ _._____� - it 2.MANUFACTURf.(GRATE W/CUTOUT 16 c01 28 4 15 4 7 8 i 9 l6 14 8 5 6 2.3 96.Toe A NOTCH FOR C.SCHARGE PIPING 4 1H i BLOCK 17"MIN THICKNESS GRATE SHALL BE REMOVABLE 20 311 444 240 12 3 62 'Ira. P� RUy bl PLAN _ �- WITHOUT DISASSEMBLY Or 24 A5 2 --64.0 - 34 6 17 7 8.9 Ir8• wHl' ----- 5 DCTECTOR METER TO READ IN CUBIC r-----� - CiSCHARGE PIPING -_-_ -- - -- EKPIRfS 6/3-CV-4 - 3.PR(1v'nF pOwcR SOURCE AS vALUCS EASED ON zoo PSI FELT. WATER P(lESSU4E AND 200L PSS -DRAIN TO CURB OR _ _ � HEO'D FOR SUMP PUMP. SnlL XE'wlNc cAPAct*Y - =r- -- STORM DRAiN CIROUND LINE O MIN-fYMAX _ y 1� --T,- - -- - - - y¢ -__ -- _-_-___� -- I FLAN 113' Ta(G OR Bats FOUND CATCH BASiN •/ �� - ~� Y / r'r� v/I` I -_--J_J'I w%;A:DRICATED CIVIL GRATE - y - /�4`. i - - -� 1 I ,,,, - -�- A, DETAILS I&G OR Bats �_ e r ROUND CATCH BASIN _ i + CLE_ARANCl. ON - PROVIDE 15' CLR w/FA9RiGATED GRATE, OPENED OS6Y ISOLATION BALL VALVE � ;'; p TO ANY OBSTRUCTION GALVANIZED AFTER • ` VALVE - ON EiTHER SIDE MANUFACTORERiN(, phase PERMIT SET I I I of LADDER BEND TE-`�- VERTICAL BEND date JANUARY 23: 23014 - INLINE (HECK VALVE CLEAR TO /-ISOLATION BALL -- FITTING ROD va�rE yBEDMENT� EPYiSiOr1S i TO ANY c-- SIZE OBSTRUCTION - INLINE CHECK _,._,. 4�-f2• SI«�'0• ---- - - --- VALVE t4 14•-16' o- aw� � RODENT I -ATTACHED LADDER - �, t I _ J L- -- -- -- - - - - - I I / SCREEN SUPPORT TO FLR - 51 i - -_ _ - CONCRETE BALLAST 'STANDON' OF VAULT SEE NOTE 2 1 I I PiPE STAND��`� I) L F­4lit �llll y NO ' - I I (TYP)_ I DRAIN TO DAYLIGHT 1) THRUST BLOCKING AT ALL TEES, BENDS AND - - II tl� OR INSTALL SUMP ENDS OF PIPING `h T • I III PUMP SEE CONSTR 2> CONCRETE BLOCKING TO BE POURED AGAINST DRAIN TO DAYLIGHT OR _---- t STDS FOR P'-IMP LrND StURBE: EARTH I iI I ^___ -_ -_-----___ _.__. ___--- -- -- STRADDLE BLOCK --- 1; mo _ ---- PROVIDE 1/3 HORSEPOWER FRONT !�� r \ / i _ _ _ SPECIFICATIONS 3t ALL CONCRETE TQ BE CLASS 3000 t -�- -`--- 1 u I STAINLESS STEEL SUMP PUMP SIDE_ VIEW 1 1\❑I�1 I V I W - -r SEE DETAIL NC 200 a iNSTALL 12 MIL TOTAL THICwNESS PQLYEiHENE SHE[' ELEVATION SEE STANDARD SUMP DETAIL -- ---- SET CATCH BA 1N .N 4' MiN CONCRETE --- - _ ARDJND FITTING SECURE SHEET ENDS TO PREVENT ,.. _ ALL AROUND SUMP USE N S RINK -.__�UTILITY -U�iL1TY BILCO --� I - �I LADDER SHALL MEET THE REOUIREMENiS A NO - H _-._---- 1NFiLTRATION OF DIRT BETWEEN SHEET AND PIPE VAULT TOP 2' AT VAULT F;.00R SET TOP OF FITTING PaiOR TO POURING THRUST BLOCKING pl-oleCt# 034721 SIZE VAULT DOOR ■ L _. J_- I I OF OSHA AND SHAT.L BE PROVIDED WITH k ViTH FDC V/0 FDC _. -- A LADDER EXTENSION IN ACCORDANCE WITH CATCH BASiN GRATE 1/2' BELOW FLOOR, RODENT SCREEN si PRQtEET MECHANICAL JOINT FOLLOWERS AND BOLTS 7 577-VA- 57_7-VA J-5AL DISTRICT CONSTRUCTION SPFCIFICATIONS FINAL GRADE. POLY CONCRETE ETTH tStE NOT FARMS AND _ ELEVATION �Y�.THENE sNELTTNrCi SEE No1L No 3 4 577-VA 577-VA J-5A_L _ 6 _ 676-VA 676-VA J-5AL e 687-VA -687-WA JD-"AL 5 DOUBLE CHECK DETECTOR ASSEMBLY &4VAULT LADDER INSTALLATION DETAIL 3 SUMPPUMP DETAIL. 2 THRUST BLOCKING 105106-LA St06 LA JDA -_-----_ - SC LF. N S c 9 'OR EQUAL' APPROVED BY ENGINEERSCALE: NTS _ SCALE: NTS C5 C9 SCALE: NTS C5 C9 A T MUTUIKk.11 Y�In.r PL1N2ta(W-oc"R 9(if 10 . ;,, µ„„ _,. ,.,.. .. ,. '•. - - 0.11'101 TTBOTeroNtr4CA0r.TJ SUBMTTAL - O dq Vtll7D!y Cd!!flMl t.;R+d�C1lI�••fK'n.•,w... :,.' Nar;'Wnv.W..wiaisr•+k.1fk�'arJ.•Mr1r4 - .. @••R!{1iwtq'�• s "p' ,._- . ,.."'-r6^ _: iY.x.:C.�48,�"1,Ri+tF4+t�-Jir`A�k' - _. . 4 . ,. -.... ,- -. ....... -...._ r .- _ .:. ..- _ v. `. i- 1$4H•A.a: :.:.;v ,. .v. •'WyWJ+"+Y}Li, MA.. 'eA-:a nti•°Y+•'WMv;°iM•*M}•tliSOC1r'•�� WPM. ,..4F ... .f) •iPi�.'.;..t!>;}t.�1it`...n wa+. 3pL ..... ,v: ;,.y.. ..m •. ,," - �,. t 1 ( it •I';? i k ". . ;ro r : .:.».. ILEflT1I$YRIP I p«o c" 4 6 9 t O 1 13 14 E 13 3 2C' 21 22. 23 24 5 2 2 7 2F, 29 < N', _, i ,• a 3 L !t 4zt •,':,, ,.` .• -:. :.._..�. . . � _ - - ,.:,..•._ .. ... .... .. .. ... .:_ ..., __..�. .....-. .. ...... ... ... .. -,. . � Ip y M IAL "4 i- .. } Qy r_� �,�7�Ip�� 1 I I I I WIN i I +.I, :. e I ".+v1�', f I 'li_ I th... �� `T I I OZ i, kltt T ' t.s. . n e _- �-- PARALLEL PIPE INSTALLATION TYPICAL SUBSURFACE DET/RET CROSS SECTION � ` +'f "• ffLL NOTES: -_ �__r .-• -._ �_�^+�T-�:�T s �+ T F -•�[;::+; _ 41•. .- � :r "";- i `,: •'•• ..• 1. INSTALLATION F&UJIURE5. PIPES SHALL BE HI(PIGID NVMI l INSTALLED PER LOCAL STANUARDS AND REGULATIONS H2(FLEX PVMT.)a IN LEIU OF LOCAL STANDARDS. REFER TO ASTIR D2321 1____ '/ __ _ r; / :+• ;�; : ; GROUND SU( ACE t OR AASHTO SECTION 30 FOR INSTAL-LATION GUIDELINES. ' rr `�\ ;r� A• -A S `' - -- zFt . + ARGMITECTURE+INTER10R6.PLANNIMG OR HC :. ? Y 2- MINIMUM C9yo: MINIMUM RECOMMENDED DEPTHS OF IC, PP COVER FOR VARIOUS UVF LOADING CONDITIONS ARE •1 SUMMARIZED IN THE FOLLOWING TABLE UNLESS - --- - ---- `�/ OTHERWISE NOiEU, ALL DIMENSIONS ARE TAI.EN FROM UNDISTURBED a/ EARTH -w�. l(xx- Sea /. 7+ o uNU1Sr[,R8E0 r FINAL BACKFILL THE TOP OF PIPE TO THE GROUND SURFACE EARTH 1 ♦ ,. ate. 'jl.� --Xas- SURFACE In fstlllWIt! RECOMMLNDEU �� ? [-{r.1y%�niS„ ? c.. ► l i W m a t F ,ra 1.�C CONDITION C.9.Y1,R.JII-,-j[IlII1) � t•S4r�i,Pd�4�''.. .t �; ,< ,� 'C > ---- -__-�___.-- -- _ H25 (FLEXIBLE PAVEMENT) 12 (300)' \ ��h� h h\h\h\� ��.\ h\�\�. \huh\ h`, h\ n�♦\�;a\�:..♦♦;♦ h��h\�h �, ul i H25 (RIGID PAVEMENT) 12 (300) i '! FSO RAILWAY BEDDING (CLASS I OR 11 MATERIAL) Lu +=� 24 (610) CLASS 1 OR 11 MATERIAL L ADS PIPE INITIAL BACKFILL, HEAVY CONSIRUCAICIN 48 (1220) FILTER FABRIC PER ASTM D2321, LATEST f DITION, 4' MIN FOR 12'-24' N-I2, 42'-60' HC ; '` h F"-12" (150-300mm) (WHERE REQUIRED) COMPACT[Tl 1N MA)<. 8' LOOSE LIFT$ a ul AbJVE TOP OF PIPE. 'TOP OF PIPE TO 901101+ OF BITUMINOUS PAVEMENT SECTION is 95% MIN. OF MAX. SPD = 6' MIN FOR 30'-48' N-12 co, " '•, w - - 0 -- r HI , H2 = i.E' FOR IJP TO AND INCLUDING 48' N-12 °j HAUNCMINC, TO - I SPRINGLINE d PIPE NOTE: TRENCH 5►TALI HL SUFfICIENT TO INSURE WORKING = 24' FOR 60' N-12 rn N o 1 ROOM 10 PROPERLY AND SAFELY PLACE AND COMPACT HAUNCHING a FDR LIVE LOAD INSTALLATiONS PROVIDE 24' COVER FOR 42'-60' N-12 BEDDING MATERIAL AND OTHER BACKFILL MATERIALS. THE SPACE BETWEEN THE PIPE J Z w AND TRFNCH WALL MUST BE WIDER THAN THE COMPACTION ■a SEE TABLE 7 C T EOUIPMENT USED IN THE PIPE ZONE TRENCH WIDTH IN 0 (2 1.0 FOUNDATION UNSUPPORTED, UNSTABLE SOILS WILL DEPEND ON THE SIZE OF m X - S-- THE PIPE, THE STIFFNESS OF THE BACKFILL AND INSITU SOIL, ANU - rn THE DEPTH OF COVER THE TRENCH SHALL BE EXCAVATED TO NOMINAL DUMII'61TiR MINIMUM X MINIMUM f3 NO'T6'S _J THE WIDTH, DEPTH AND GRADE A5 INDICATED ON THE PLANS n �,PI AND/OR GIVEN BY THE ENGINEER 12" _ 0,89' 1 per_ 1. ALL RETENTION AND DETENTION SYSTEMS SHALL HE INSTALLED IN r4 A _1F7ENCH CROSS-SECTION -; --- ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND � 'a 0 (N.T.S.) iS 0.861 1.07INSTALLATION OF THERMOPLAS'T'IC PIPE FOR SEWERS AND OTHER GRAVITY 0 n 18" 00._74' 1.19, FLOW APPIJCATIONS LATEST EDITION. PIPS .- S in X ft - 24 -0'84 1.57 2. MEASURES SHOULD HE TAKEN TO PREVENT MIGRATION OF NATIVE 12 !_g.,--__ 30" 1.5, 2.29' - FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 15 360 16 - 9-+r- " t 3. FOR MORE DE'T'AILED INFORMATION, SEE ARS TECHNICAL NOTE 2.120, 24 17' i0 42 1.5 2.10 "STORM NATER DETENTION/RETENTION SYSTEM DESIGN". 30_ 20= 18 48" 1.5, 38 3' is" 80 1.5' 2.87' 42 _�._ 18" -- --- ------------- 4 �_ _ " iS -_ I REV1310N3 ANS-AlAU D1t J911Ai JlK&fRL/ 'ADFAMCC DIW,Ar^F ••++TLa,INC CAD('!HAS mpaltO #A SWM6A[4).DC"s O1xlm&4 •A( WED DOOL4 I snnws, INC ('NK•) •v'.IKI(PANEU Iw%STANDARD OLIAR to a"ONSTNAT[ALIS'R[oo wtuo NSIALLATON OF IIs POODUL15 ► REVISIONS II.S STANp1ND OVA& TO 0[W)NSrRATL ADS'WCOIN"ONO W%Tw IATICI%Or ITS PRWU[f5 --'•---- ----- WOR Iw OLMLfto AMl[AfQ, 1%41071001 to ADS'RICpN(NGfON1. r 411 w0. IN /OR Tml DEPICTED APPLA;AIo-V. W ADATIUN, 10 AOS' NICOMW•IAAIK)N5• iwRt 10,RL BY DATE ni,RR NATIONAL. Sin[ OR LOCK IRCIEK:LT1pryt 1,01 ARE PENTIN[NI 10 INS APIC CAI*ft -_-- ----- OTHER IIAIIpNN. S1A1L 011 LOGO si'R UfIUfONS 1101 AYE H'[R/WEM 10 Iw5 A•Pt KAIKW - ---------- ADS' t1AN0ARD a1M 6 NOT W1EN[XO 10';,^MEW ANY NATIONAL.VAIL OR LOW BY DATE ACS' stA#0ARO Di'm 6 NOT WT[TOID I(,SuPt R$t Ol ANr w,101A.. STATE OR LOCH uAwl9we "NCO"1046,ARID 406 WCOIIIIENDS ILO[ THOS( WOUFOWNry LIE RIEW09D AM - SINC1r"naws, ANc AD5 RLCOLR mm rMAI n4ou RIou•If4tN,s of REVIEwLD AM AANAM-At:UKAINAAY SYSTtNS.K _ _ r.UNSU;TEO PRIOR t0 1K WflytATCh CO AM' PRODUCTS AD;INS NOT Wf OIbT[D.AND A[NA•ICID s7a'+:. ..ti•+r. wt co.%LLTEU NAOIt 1U iHf WSIALLIOh Or ADS PNOUAKTS ADS"AS"M M;I.,(RNrto.AMO II ORAM h IyPMOY�AY Duw.,:F [#[MN NO R[WVW.tUIY FOAL AN'R[Ny0N1,41[Mr,0N5 ON O(W11014 IMM TW5 REARS 010 RLSPOMIULT101 FDR,AM R[VS,04.N,IRATIONS ON DCVA•O"S FROM tW% SIANUARO DVAA IMA.:',RT y4,11am F, :IIIAA9c SWAM]NL0 a1AR• K.M.J. 5-7-99 P.X.C. 5-7-99 STD-!05 - .--'--`" KliJ 6-:17-99 PXC 6.-B-99 STD -7U2 _--- TYPICAL RISER AND CLEANOUT DETAILS Q d 0) CLASS 1 011 II NAICR:AI,. ti PCR ASTM D2321, LATEST EDITH}(, UNDISTURBED OMPACTED 1( w►X P' L(70SE Eirii EARTH © \✓ N r0 9SX MIN OF MAX SPA JC Y / CN CONCREiE COLLAR (,PATE AND FRAME L� r_ (WH11:RL REQUIRED) (AS REQUIRED) -��' 0) IA p I'LL,, + •a... `l' `I: ,`t' �''�-- V' - 41 0 RISER __SDR 32.5 SOLID WALL CLEANQJU HDPE (SPECIFY DIAMETE ) Q REDUCER O 7_ 4' CLEAN OUT (TYPICAL) I - fL LATERAL f- UNDISTURBED rn 90' BEND �.__ ,A. FARTN 017" \ �/ _. ___ E DDlNG. L+ CLASS I OR it MATERIAL R CLASS I OR 11 MATERIAL 4­4���[ U PER ASTM 112321. LATEST EDITION = 4' MIN FDP 1�'-24' N-12, 42'-60' HC CD COMPACTED IN MAX S' LOOSE LiFTS • 6' MIN FOR 30'-36' H-12 27 ~•"� TO 95'/, MIN OF MAX SPD C � SELTIOIL_d11 0 C o 0 . CONCRETE COLLAR LID (AS REQUIRED) w r (WHERE R17GUIRED) +►'a (D (`) y ♦1. �y ♦1 �� •ESQ\ C io SOLID WALL HDPE CLEANOUi- (SPECIFY DIAMCTFR) L < 0 LAtERAI , � 'Q Q UNDISTURBED '�' �', eGS=•piAN,'LMtO 0011-9 GIAl[U •ACN%wlD L%ww GE Sn'tAS.PIC CAD-1 mAS IR¢►MCD ._.._- EARTH ,,,. �•,_ T� BrnDINc1• TwS SIANDAfR1 aTM TO OFMCNSTRAn AOS'111CO(WLNOLD •OSTALLATON Or ITS PRODUC/S 1001 1101E OEM LO APPLICATION W ANION TO ADS'R[CONNENM'IONS.TKRE WY K W OIN[R NATIONAL STATE OR LOW VICCINKITOIS TNAT AR[ Pf"N'T TO IWS AMICArTok \ ADS'STATIOND NO 0 K ROT M ARTS TO S11 OU RI[ANY NAT'OINL.SWAT[OR ItXAI �- ADS'SIANgM.Rip ACS TNCOIAIENDS TOOT iNOS[ RtOUM[NCNTS M R[VR,A[D Rip CONAILRD M"10 III[AISTMLATtON W AOA'PRODUCTS ADS IAS NOT AUTNaY2EC.AND O • REARi 010 RESPONSRILRY,ON.AM"Chis,4T(RATRINS OR O[VKI.VA rKOM TIAL VIANDARO OVAIL' CLASS I OR it MATERIAL . CLASS i OR 11 MATERIAL CONSULTING ENGINEERS INC. PER ASTM 112321, LATEST EDITION, R 4' MIN FOR !?FTS .'-24• N-12, 42'-60' HC COMPACTED IN MAX EN OF 04 SPD • 6' MIN FOR 30' ?G' N-12mmmilziREVISIONS -- SON REDWOOD O'W'E• SUM 900 10 95X MEN l]r• MAX. SPD H!' DATE- PORTLAND, OR. 97224 PH: (00.3) 220-3921 FAX: (503) ZZS-1 r 90' HBND -4" CLEAN OUT (TYPICAL) LRA•, A, APPRorcn /,c nuwrf sn"AIL t XMJ 5 27-99 fiXC fS-H-99 SiL-7(11 - �9Y3TEM INLET TVYAT�:PTIGIIFT MANI�C)I�E C()N1VI�;CTION v ♦ f ( 1 ��_ _ _SUBSURFACE DETENTION SYSTEM LAYOUT _ PRECAST MANHOLE GASKET C5 � SCALE: NTS + CAS' IRON GRAtt - CROUND SURFACE- �Rk g' w14�a? AND MAIL EXPIRES 6/!0,'n. CLASS 1 CO n MCKnU.. AST" CIVILr ) 02321. COUPACrM IN I'/ 2nOI-)MAX/ ttRNT DETAILS INAIERI1, SFM (,ALN phase PERMIT SET tIY ALOK DR talA1 r' /_�--__AfIAPTER f'.7TINC 4ATININC, PIC[ --�--- FINOKTURB[D EARiN- � roENIHM, [l�AE-[TN date JANUARY 23, 204 ^jdl(�J►• �� revisions IN5AIRt BACKFILL IS Pt cC[U 00151IX I1t,R UNDER E ANTI P'/pI'E A[Y ACOVPM M-I _..-- -�y�ifo c llu,s-TSR-11-_9_rbr W1:-� roUwmnm FnuRDArTON 5I�VIEP iRE,CN_H_CR-Q $-_ST:CTIQN NOTES 1. MAXIMUM INSERTION ANGLE IS 7 DEGREES. project# 03'21 2 PRECAST MANHOLE GASKET TO 8E SIZED FROM OUTSIDE DIAM[ LER OF - ----------- - ADS ADAPTER FITTING (SEE FITTINGS MANUAL DRAWING 310A AND 3108) 9M SIAl>o!ln.1 ft3 ENSCLr,AI[R- •ACVANCID ORAINA" SMnm%.INC. CHs' HMS PR[PAR[n REVISIONS THIS StANO•AO OFTM t0 DIEWWWIMTE ADS' WCOS(4ENDED INSTALUTX111 OF ITS PRODUT.% ----f'------- FOR"It OrP•C,tD AP►LICATION N ADOIT1pN TO ADS'REIXNAIENDATIONS.TN[M My K -----BY DATE CM*"NATIOW. STAtr OR LOUT SPECFICATI(WS NAT AIL PERTINENT TO MS APPLICATION ---- AOV STANDWAD 1RWM 6 NO Mt'NDFD TO SU•ERVX NII MA704AL. STAT[OR LOCAL SPCCFICATICA&AND ADS RECOMMrNDS TIM/ THOS( RFOUWWNTS BE R[VRMED AND NAIIWED ORUKIOT VMMS,,IK CONStR YET)PRIOR MIM WV-710NOF A M'PRODUCTS A05 HMS N,TT AL IWftltf, AIVT O DAMN RT APY*:'T'I A• VRAwPt F AARs NO RFSPON", WITY FOR-ANY REVKIONS.AATITATKWs OR IryIATIONS 1'1104 IMS -"AMDW DEIAR K.k.J- 7 2-99 fi.X.f.. & 2' 99 STD-2 f -- A'IUtU(ICA ,lt YJtn1 f -- L rt nl�ooa-oonxR '1 111 of I I) I s .&9. i 01BbI TTSPTv+IP1TM1+nK'ADICb 9118MI1TAL)CdCJJ,C10 012.VJ(%M Mgr AA PAI.MDJ 4 s:Fl ,,'' _ '.. .."^'^rw+'RM1M�EaSpM. 1!�.A. 'a'... ,- 'RA.wIRN•R.'.R..wIs o-. P. 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