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9500 SW MURDOCK STREET-12 K 1 ti RECEIVED Addatm ■ iion OWNER Tigard Tandb �"1t e p eton Elementa School 696E 5W Sandbururg Street Tigard O97224-5799 Tiyard Oregon 97223-8035 95®9 S'W Murdock Stt 1503)43t 4000 f (503)43 4047 PROJECT MANAGER Cornerstone Construction Management 5410 SW Macadam Avenue#25G Portland Oregon 97201 t (503)295 0108 f (503)295 1896 CONTENTS CIVIL ENGINEER 5 I�j Consulting 5ngmee s 6650 SW Redwood Lane Sul+,e 360 Portland Oregon 97224 CIVIL ARCHITECTURAL KITCHEN STRUCTURAL MECHANICAL PLUMBING ELECTRICAL i (503)226 3921 f (503)22E392r C1 E' "TING 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 ELECTRICAL SYMBOL LIST LANDSCAPE ARCHITECT C2 DEMOLITION PLAN A0.1 CODE PLAN K1.2 KITCHEN COOLER DETAILS S1.1 GENERAL NOTES AND DRAWING INDEX M2.1 HVAC PLAN P2.0 BELOW-GRADE PLUMBING PIAN E1.1 ELECTRICAL SITE PLAN Atlas Landscape Architecture 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 P2 1 PLUMBING PLAN E1.2 GROUND FLOOR DEMOLITION PLAN 320 6th Avenue,Suite 310 C4 GRADING AND EROSION CONTROL K1.4 KITCHEN EXHAUST HOOD DETAILS S2.1 FOUNDATION PLAN M51 MECHANICAL CONTROI..S P3.1 FIRE PRO T ECTION PLAN E2.1 GROUND FLOOR LIGHTING PLAN Portland Oregon 97204 PLAN Al 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 t (503)224 5239 C5 UTILITY PLAN S3.0 WALL ELEVATIONS M6.2 MECHANICAL SCHEDULES E3.1 POWER PLAN GROUND FLOOR C6 CIVIL DETAILS A2.1 ADDITION & REMODEL FLOOR PLAN S4.0 FOUNDATION DETAILS, E3.2 ONE LINE DIAGRAM ARCHITECT C7 CIVIL DETAILS A2 1A FLOOR PLAN - DIMENSIONS & WALL TYPES S4.1 FOUNDATION DETAILS E3.3 PANEL SCHEDULES Dull Olson WeekesArchdect� C8 CiVIL DETAILS A2.10 ROOF PLAN S5.0 ROOF FRAMING DETAILS E4,1 SIGNAL PLAN GROUND FLOOR 31S SW Washington Street,Suite 200 C9 CIVIL DETAILS S5.1 ROOF FRAMING DETAILS Portland Oregon 97204 (,10 CIVIL. DETAILS A3.1 EXTERIOR ELEVATIONS S52 ROOF FRAMING/CANOPY DETAILS t (503,226 695G f (503)2739192 A3.i0 BUILDING SECTIONS S5.3 ROOF FRAMING DETAILS A3.2Q WALL SECTIONS FOOD SERVICE LANDSCAPERay Soucle Associates A4.1 FLOOR. FINISH PLAN 2305 SE 50th Avenue-2nd floor L10 PLANTING PLAN' A4.2 ENLARGED PLANS & MOUNTING Portland,Oregon 97215 STANDARDS t (503)236 8566 f 150)233 4130 A5.1 INTERIOR ELEVATIONS STRUCTURAL ENGINEER A5.2 INTERiOR ELEVATIONS Nlshkian Dear A5.3 INTERIOR ELEVATIONS '�'9 SW`Washington Street Suite 72,- A5.4 !NTERIOR ELEVATIONS Portland Oregon 97204 A5.5 INTERIOR ELEVATIONS t 15031274 1843 f (5031273 5651, A6.1 REFLECTED CEILING PLAN MECHANICAL ENGINEEP.. MFIA, Inc A7.1 INTERIOR VERTICAL CIRCULATION 2007 SE Ash Street A7.2 EXTERIOR VERTICAL CIRCULATION Potana Oregon 97214 (503)234 0548 f (503)234 0677 A8.1 STOREFRONT, HOLLOW METAL & DOOR TYPES ELECTRICAL ENGINEER A8.2 EXTERIOR DETAILS MFIA,Inc A8.10 EXTERIOR DETAILS 2007 SE Ash Street A8.11 EXTERIOR DETAILS - ADD. ALTERNATE #1 Portland Oregon 97214 t (503)234 0548 f (503)234 0677 A9.1 INTERIOR DETAILS A9.2 INTERIOR DETAILS A9.3 INTERIOR DETAILS A9.4 INTERIOR DETAILS A9.5 INTERIOR DETAILS lot C) CD fir ..r'--..,...._. .. . . '1-' -'.`--••_y._. _ . -_ -,�� J 'tr/9sS 1 f � •F•T• ,+-}fes � � � Pr . - � .L1L B Y! and C ntputcr• L.ah ^�-� - Jl :-~ {y- 1,� CIO CD. trt�ttnE C'olncna , " 'may " 1 06 CD - X6,v �: I:brmry ansicm 1flim1__ �• � I v k IKKFI 011kr n, ors 01Tice -= O v '� • ;~ C �,�.,,{ � -� i � c�uimK clava A.na / T'-•,,. _T� "'� Ililu ( CD __w4ft imii ItfeMe+ O �- 0 cu wJ'r f •.j� F - -R ', , -�"/'yew. .."-•-•.'�- "'�•' 'L��'�c,'. rr= _ (-7 Cn _-•__�.._ .., -_-___._•_._-._ _, _'"`�'w..r.r_+�•..'"` .,,•-w.....» _- ...,,_._.. .. •- -''"�� �, 0 6t1� � � CSU ` �,_�•�" ✓+ �_ 4� `� �'�_. - - ------ CSC n v Vi9�1'!`T -'Jt f'rrtF. 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NO PARKING SIGN \ !E IN(W : 253.96 %. -8" CAST fRUN WATER SANITARY MANHOLE_ tfi _ _� ^ '`~ �`� ,, . % RIM: 26 7. 14 IF OU F(E): ?.53.86 IE IN SW) ?_62.94 A �I HAL I OVERFLOW VAL Vf. ___� •�•�_ �, / POWER - fE !NOP:: 202..34 WALKWAY �., � , - w - _ VAUL T + 2 BOLLARD-) �._w _ -- ---w ---- w _ - F .c w w _ FH I O(11� 26 4 --- E - .. 1 ar a 10 CHAINL_INK FE-N.- _ _ - _ - - - - ---- sAK X `\ -SAN - a-sw- - .. lACin � /---;►bA --tAr�l SAN- SAN -SAM---- SAIF-- SAI/-^� 29W ,. ------------ �Ak - AWFOUND 3/4 IRON PIPE \ \ ��._ _ ]1 YTC _ -- _ _ `•�-- , �1 / - -- BOLLARD 10' SE EASLMENT PE !iQ'_SFINER_ EASEMEN,_ PEk BOOK 998, PAGE a 998, -PAf�f_ Z o F CART- � I� �� Q �' RAMP BOLLARDS ---- TRANS 6' CHAIN LINK �' r CA ICH BASIN--- FORML.R --"-"�-- '�- ,� / 20 / RIM: 262_.82 -P„�Q_ o LLJ / / WA 1E-R: 261.52 �, + - I+ - - - - _ m /,/ WATER �' w ca ON --3' TAL L CONCRE TE WALL_ BOX NKL E, ' .� �RD Y 3 `o�� A + .F. 263.82 POWER ❑ _--___-._` - ___-_-_--_-___ TOP OF CONCRE TF_ ME TER F.F. 261:82 F.F. 2.51.42 / TOP OF CONCIRE T WOOD FLOOR �� \ + CART-- F.F. 263.89- ,\ \ i RAMP TDP OF CONC 6o.-___.- BUILDING BUILDING ' - + OVERHANG CATCH ETASIN----� RIM: �56.6Q , \- s + VER + AJEMF-N T PER BOOK 998, PACE 755--,--,_ JAMES T E MPL E T ON ' 2.5' HIGH BRICK? - BRICK WA1 L /�� �� ��/� `~- APPRO XIMATERHANG WALL FOR PL_AN+]E_f�� (2.3 HIGH1 ELEMENTARY SCHOOL RD FOGE a OVERHANG / + W11H Bf..NCH i b''Y PLAY A, + + IRD ICN F.F. 261.81 CO , i W / + F.L . 26,3.92 \ 6" PINE �- L.� _ _ 8„ E,WE O1� INE. ff i Ld / ' ► �C - 1 r, PINE � / / 1 + �c z / / S N RAMP 1 F.F. 263.91 GRASh� �i,°� _6" DECIDUOUS + / GAS VALVE 4PRIGATION (� 3,. BOX r, _CA TCH BASIN IZD- / rn HD GAS VALVE- w- - ----_- _ I� RIM: 262.66 I - - - -=-- SIGN / / _ GRASS v. + WATER: 262 04 �� Is, / ' / U N + SIGN (� i -- BRICK WALL BUIf.D1NL; ��e4 / �� � (� SW MURDOCK ST / � \ � a _ � Wl�r �E N�H �� `� � ---�.. . s DEGIDLJOUS � c RANI TARY SE WLR MANH01_F_ / ' \ • SIDEWALK IS COVERED BY'� / , 2:�d ) [] ' T. __ _ RIM: 268.04 -- -_ �� / \ + / IE IN(W : 263.84 SSM WOOD SIGN �\ + 1 i STEEL POSTS SIDE_WALK GRASS/ �. Im � !F OUT(NE): 263. 14 -IRRIGATION SI GN / \ \ + / P� i CA TCH BA SIN •�•+ O -0 WV / BOX IN \ �'+�\ + F.F, 263.89 ,' �pE� ; RIM: 257. 13 O c WV 1 Fp \ + 14 " MAI I L CARPE T TOP PF) �' SIDEWALK LANDSCAPING GT RIM: 256.43 ..� �- SIGN �'. w---_ - w pF \ i " / 1 ©SCID C.� �. ,4,fa �,_ 18 PINE_ - ST CC� ,�/ / � (� - - ------ - - - -FTS ��S S /� __._ RD r r - - _-. -- i L WATER VAULT-- I 8" UF_CiDUUUS SIGN - _-- -� 4'' U�.CID , -�� CA TCH BASIN {� U �'-- RIM: 256.40 co SIGN 16 PINE �' 14 �1NE`--- -- - _ _ _ / -_ WA TER: 255.,30 0 FUUNU 1 /2" IRON ROa--� AC � ,' \--CA BASIN / � � h.M: ?-62. 74 o ,' WATER: 262.0, / 00 CATCH BASIN �- ' r _� -?_ " DF.��I[ � '� �-- r RIM: 262.33 / .�. � + % TOP OF WA TE_ �B�r / ' � / I / SFJ`- 22" ��MAPLE. ,� ,' WA iL_P, VAI_VF U-) a ATCH BASIN 'Rig , , / ., ,. L- RIM: 262. 76 / / BUILDING B N '� WA TER: 261(3�RD F.F. 262.88 /� ' � � o - -- -- ,UMP: ?�-,f), 1 ' TOP OF TILE S T C, �.. 3 CHAIN LINK FENC 10' MAPI_C ' Q a _ �F =' / BUIL-DING "A" F.F. 262.88 // �2" Df:-CID NOTES ----- I 1 CATCH BASIN-- �P r / ! 1 BASIS OF ELLVATIONS: TWO INCH BRASS CAP IN MONUMENT BOX AT THE 1/4 -1 RIM: 262.37 \� �� ,%F7D TOP OF TILE 4" DF CI OUARTER BETWEEN SECTIONS 2 AND 11. WASHINGTON COUNTY STATION DESIGNATION r ' TOP OF WATER . F.F. 262.88 C 15 GC 022-047. ELEVATION IS PUBLISHED AS 236.10 FEET AND IS BASED UPON !40 Ir- 261.67 ��. �� � TOP OF TILE PLANTER NCVD'29. \� BCII LARD(3) CONSULTING ENGINEERS 360 INC. _ � 2 BASIS OF BEARINGS: THE CENTERLINE OF' 5w 91TH AVENUE, SHOWN AS NORTH rNP\�� / F.F- 2.62.87-- F.F.26�.86 - eeso keo�ooa une. surre aeo - -� 11 PM �" TOP OF TILE TOP OF TILE BEARINGS EAST ON PLAT OF COUNTY ROAD N0 1962, WAS USED AS THE BASIS OF �'�-�- BEARINGS FOR THIS MAP, PORTLlfVU, OR. 6721 \ P / 4 CIDA `' I'H (507) L28 3921 FAX. (507) 226-392C q2 O\NG P,�\ r •R' - F.F 262.89 PSE 3 REPORT INFORMATION PROVIDED BY FIDELITYENATIONA AFFECTED EAINSURANCED COMPANY LE TOP OF TILE I / `N� WV 4. UTILITY INFORMATION IS SHOWN BASED UPON A COMBINATION OF SURVEY 6 DEC-r(f F.F. 262.8? Fes`' � \`. MEASUREMENTS TAKEN TO OBSERVED ABOVE GROUND FEATURES, FIELD MARKINGS ,c`���,�cv�R}• ' f TOP OF TILE �� MADE BY THE UTILITY NOTIFICATION C.ENTE-R. AND INFORMATION PROVIDED BY r r% TIGARD-TUALATIN SCHOOL DISTRICT. NO WARRANTY IS MADE BY THIS MAP WITH % 27 E OUNO 1/2" IRON PIPE- HEDGE / E REGARDS TO THE ACCURACY OR COMPLETENESS OF THE UTILITY INFORMATION SHOWN. / INTERESTED PARTIES ARE ADVISED TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR /' STORM GRA TC TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES a�n RD o r' �_ L 5 TOPOGRAPHIC FEATURES SHOWN ON THIS MAP WERE LOCATED USING STANDARD ��/ +e. Qk LTJ 18 DEC WATER VAI_ VV � //- � D c, PRECISION TOPOGRAPHIC MAPPING PROCEDURES THIRD PARTY USERS OF DATA FROM P(,WFR BO F. 261.89 WATER STANDPIPE (POSSIBLY SIB.L_Y FOR IRRIGATION s, wr► THIS MAP PROVIDED SIA AUTOCAD DRAWING FILES OR DATA EXCHANGE FILES SHOULD C-) , ! BUILDING ,TCI, TOP 0!� TILL ca -1 CONNECTION) WITH VALVE BOX NOT RELY ON ANY AUTOCAD GENLRATED INFORMATION WIIICH IS BEYOND THE LIMITS EXPIRES f,/30,104 LLJZ OF PRECISION OF THIS MAP THIRD PARTIES USING DATA FROM THIS MAP IN AN R AUTOCAD FORMAT SHOULD VERIFY ANY ELEMENTS REQUIRING PRECISE LOCATIONS c D A� PRIOR TO COMMENCEMENT OF ANY CRITICAL DESIGN OR CONSTRUCTION. CONTACT -J F.F. 262.88 -- COMPASS ENGINEERING FOR FURTHER IN,r1RMATIOM. FURTHERMORE, COMPASS T ENGINEERING WILL NOT BE RESPONSIBLE NOH "ELD LIABLE FOR ANY DESIGN OR ►- TOP OF TILE p � CONSTRUCTION RELATED PROBLEMS 1T-IAT ARISE OUT OF THIRD PARTY USAGE OF THIS I GATE F.I . 262.87 MAP (IN AUTOCAD OR OTHER FORMAT) FOR ANY PURPOSE OTHER THAN SPECIFICALLY F.F.FF262.81 STATED HEREIN. THIS STATEMENT IS AN OFFICE PART OF THIS MAP. EXISTING TOP OF TILE TOP OF CONC CONDITIONS n �`\\�,O 6 CONTOUR INTERVAL IS TWO FEET. `,,,C�NLJITI�NS F.F. 262.90_ V 7. THE PURPOSE OF THIS SURVEY IS TO SHOW SPECIFIC TOPOGRAPHIC INFORMATION FOR 1 TOP OF TILE THE SU9JECT PROPERTY, AS REOUFSTED ANY QUESTIONS REGARDING LIMITATIONS OF n THIS SURVEY SHOULD BE DIRECTED TO COMPASS ENGINEERING. F.F, 262.90_ 8. THE BUILDING LINES SHOWN ON THIS MAP ARE BASED UPON FIELD MEASUREMENTS phase PERMIT SET TOP OF TIL F TAKEN BY COMPASS ENGINEERING'S FIELD CREW TO SPECIFIC BUILDING FEATURES ON EACH BUILDING USING STANDARD PRECISION TOPOGRAPHIC MAPPING PROCEDURES. IN - date I JANUARY 23, 2004 U MANY CASES, THE DECISION REGARDING WHICH SPECIFIC BUILDING FEATURE TO ------- LOCAIE WAS SUBJECTIVE DUE TO THF COMPLEX NATURE OF THE BUILDING WALL re.VI510n 18" PINL. CONSTRUCTION (FACADES, OVERHANGS, ETC.) BUILDING DIMENSIONS SHOULD BE ' w ,ti `-WA TER STANDPIPE (POSSIBL Y FOR IRRIGA TION VERIFIED PRIOR TO COMMENCEMENT OF ANY CRITICAL DE51GN OR CONSTRUCTION r,ONNEC rivN) WITH VALVE BOX RELATED ACTIVITIES TO INSURE THAT RELIABLE DATA HAS BEEN OBTAINED FOR EACH - -- C SPECIFIC USE LLJ F- oc1 project# 03021 u 20' 0 20' 40' 60' I Murdock St 45t►(I M-1.2004-00006 2of11 0\2404 TTVbTlrrrplMo�1fJ�lMX)suelAlrla.0 er, A.a 01l231M 102M AM.M3U -. Q c. iA 14 u �,� ��I „ A L�41BI1 ITY STRIP 10MO. cm � a L� A N7N1 4 'J� 0'11 I t (.. I •..i I.1 1 t , l i 1 ! 1 {� it'F. i 1 II ! 1'i 1 I t, L I .t all I ! I I'� 1 + I I f ,1�� tl fid.,..h ,i„ � ��� �. .,I-.� a �d,:r.la,a.(>-..+I „�IdL d.+,l.. a� �l�l 1 ,� � ,�„1�,. �t�t�,k��l l�.I, 1 �K.,,r Ali I,l,,����.�.+�,1r�1+,t�.. >w s 3 M1 xx 4, .sH X � x.k4Y ....'. : ... .,, ..., -- .,. ......;a.-., : :... .. . ... ... .. ..... .Aa.E, kk h. �l -x rhA'R .Y' ,,- .. .. ....e- _�. .....- ,. .. -. _ .. _ -_.. .. _, .... - -.. _ ... .. _.- .. _._. .,._.. .... ._...,,..v.....�..,..n..._..:..r_.-_.,...-.__..._.u__..._.. _..,y........._y.._..._............v�.._.--.��.�.-__..�.,_....-..:...:.._�..._-. Alm a. If 1,t \� ARCHITECTURE • INTERIORS•PLANNiN�; ` .. _. .. _ •-----------•.... - .. �•,} �� ..max / ,/ ,//. ;r `\ ` -J, _- - r- lu --,-. .. _ --:__:1 tic. '_.__-_ ...a�rax.�^_.sa.s.c__e: .+-.s•w,:.M.: aR(r� �.,.�•T-+a�"S.a, .J '. \ .. r r.' Ir a Z Q— ~ V46 in 1 CCh / -- — 7Z 5 / w---., --w-----w 3 10 l / / �,. `".� I, ' -\ fel �, ,f � `^•'%� t ! ii M 7* CNi / ��,�� . '`.� ,►''' ,,ter J ' 04 tA� SW IUIUIRDtJCK ST "�i ; �. : ` ,, �� v� f00TPRINT OF PROPOSED \ — n BUILDING ADDITION �-•- _ / O Ire Vs co ell" /moi 19 11-S I Lu Cu m 1 Q # to CD 04 SATE DEMOLITION NOTES SAWCUT PAVEMENT IN STRAIGHT LINES REMOVE ALL EXISTING PAVEMENT WITHIN SAWCUT LIMITS AND DISPOSE OF OFF-SITE. CONSULTING ENGINEERS INC. LTJ SAVE AND PROTECT (ISTING ASPHALT THROUGHOUT 8880 REDWOOD LANE, SUITE 980 PORTLAND, OR. 9:'224 /,• CONSTRUCTION ACTIVITIES � p � ,'/ PH. 1507) 228 9921 FA.:: (509) 228-9928 O SAVE AND 6`r� � b � ACTIJIT ES PROTECT EXISTING CURB THROUGHOUT CONSTRUCTION ® SAVE AND PROTECT EXISTING LANDSCAPE THROUGHOUT PRLyt //� / / • •, - CONSTRUCTION ACTIVITIES. J / 0 / Cl SAVE AND PROTECT EXISTING UTILITIES THROUGHOUT CONSTRUCTION ACTIVITIES. r � /�� ✓ SAVE AND PROTECT EXISTING CONCRETE THROUGHOUT X01 9 e CONSTRUCTION ACTIVITIES. fa 6'A�e'evJ / REMOVE AND SAI VAGE EXISTING BIKE RACKS. SEE SHEET C3 / f O FOR REINSTALLATION LOCATION E[�IRfS R/3 /I:a / r [g] REMOVE AND SALVAGE EXISTING GREEN CHAIN LINK FENCE AND /�//� ,//� • GATE SEE SHEET C3 FOR REINSTALLATION LOCATION /�% // •' �• [9] DEMO AND REMOVE EXISTING TREES DEMO AND REMOVE EXISTING CONCRETE DEMOLITION �• 11 DEMO AND REMOVE EXISTING CUR© FLAN DEMO AND REMOVE EXISTING SIDEWALK RE--ROUTE IRRIGATION LINES AS NECESSARY COORDINATE WITH FF phase PCRM1T SET LANDSCAPE ARCHITECT p - f DEMO AND REMOVE EXISTING SIGN date JANUARY 23, 2004 '/..� • r� 16 CONTRACTOR TO CONFIRM THE EXISTENCE OF POTABLE WATER revisions • ,� LINE IN THIS AREA .AND PROTECT DURING CONSTRUCTION - ---- project# 03020 N 20' 0 20' 40' 60' v1i10�11110 TrnplNordCADICXI stlaenn Alna.ca e.y ovarlo(►�060!.5!vet e1W !LEGIBILITY STRIP cm o if3F •, - I' ir. If: ; :H) Io 2(l ?� .. _ 2'? ?.a ?_°. goji• r l t 4Y�}1 �_^Y sa ,i,•,', .'ori; ,F l ��I• tM1 1`r t J .� i.�(a1l,,t„1 Iitt �I,tI ll01 l 1I Ill I d:�,I 11 il19 � � I i. 1, N. 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ARCHITECTURE • INTERIORS PLANNING 0 1'001 80.07' \� LJ QCD N V _— r-•� -�� �_ / -mm 1.1 Wer r uj - `�1/ 15.00 R25.00' ` 85.33 w J cz 900' _� o � N M a _ � � a F ^• � 153.0! h �� x o " O s r. ,,jam • _.� fyl R37 50' \�` 15 U0' o a 81D0, 0 0 0 65,00' R25.00' a u 9 00 - 18.00' .. 20 00' Otic' Gila, 20 CIC ---53.00 ____._.._._ -23 00'--.—19-00' 18.00' --19 00' 19 UO'�• 1 q \ -- -----'-------- � 8.00' � RS oQ' RS 00' CEJ •/-- -�..�100 4 91'R5 00' �crj _ -- - - 9 ry. - 8.0 �� � - -- _ _-- - - �. .-Q 8.50• � � •- r � O '4"� d' 1 � U c14 _ - S rn Q -- 0) A., 7 I \ O 190.07 �' g ` / }+ O 0 v c- 1900' 10 07' �- 9 86' 11 T _ 05 4 - - -- -_ --- - - R 25.00' t'; I • i, - W '� at --- - -- -- -•- , 800' (� U 5 )o8 _ T / 1 4.91' - •w / ��w �7•� 10.00' s ;r 7 �r °o I40.44' �j '- s R35.00' •� _ r v R5 00' 18.5 8.50' /`' i r� 33.88' • /, ` C .�., cJ� p 1,5 00, cn _...i-. .r'a�1�wtnwl�. .- ..a:... '� r r ///�^'---+-•--.� -_._. • C -- __� .. .. ..._ -... ___ .-+r ..Y.�w.....M.•+w.•..r....�..n.�r. .r. _ �„ _ �tl � `•Y r - CSN NOTES tU �' SITE CONST RUCTI �'-- `< A_ * •, + tet"'" '. 'z. [1] SAWCUT PAVEMENT IN STRAIGHT LINES REMOVE ALL EXISTING PAVEMENT WITHIN SAWCUT LIMITS AND DISPOSE OF OFF-SITE. o [� SAVE AND PROTECT EXISTING ASPHALT THROUGHOUT Otd ACTIVITIES.CONSTRUCII ` �� CONfiULTING ENGINEERS INC L3J SAVE AND PROTECT EXISTING CURB THROUGHOUT CONSTRUCTION 6030 REDWOOD LANE, SUITE' WO t ACTIVITIES. PORTIAND. OR. 97224 PH (503) 228-3421 VkX (SO3) 226-3926 / - r• ` x [] SP VE AND PROTECT EXISTING CONCRETE THROUGHOUT / 0 r >>�•: y'.' O CONSTRUCTION ACTIVITIES. s ��/ ' j� 0" ---"';� .'� ` ,�•�>� �• 0 • �' [� SAVE AND PROTECT EXISTING LANDSCAPE THROUGHOUT CONSTRUCTION ACTIVITIES. 0 � CONSTRUCT STANDARD CURB AROUND PROPOSED UTILITY VAULT - / C3 C7 u CONSTRUCT STANDARD CURES ------ � 4- 5 a� A [] CONSTRUCT STANDARD SIDEWALK -----0639C7 B wH 0 C9] CONSTRUCT STANDARD ASPHALT SECTION - -- J EXPIRES 6/30/04 C3 C7 CONSTRUCT HEAVY ASPHALT SECTION ------- A CI INSTALL 3" WHITE PAVEMENT MARKINGS (TYPICAL) 0 / i[] SEE. ARCHITECTURAL PLANS FOR 13LIlLDING INFORMATION CIVIL ••r ' L SCE LANDSCAPE PLANS FOR CONSTRUCTION INFORMATION SITE '_'�.... �; •, ' 162 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF TIGARD-_-- PLAN A� - STANDARD DETAIL 162. C3 C? f1IV a 1[5] SEE MECH PLANS FOR EMERGENCY GENERATOR INFORMATION �' INSTALL 6' CHAINLINK FENCE APOUNF GENERATOR PAD. 2 phase PERMIT SET --- - CONSTRUCT CONCREI SLAB --_ _-------- ��ca date JANUARY 23, 2004 © RE -INSTALL 6' TALI GREEN CHAIN LINK FENCE AND SWING GATE NTH "KNOX LOCK" revisions - h� RE---INSTALL SLAVAGEO BIKE RACKS SAVE AND PROTECT EXISTING ADA PARKING STALL. y SEE ELECTRICAL PLANS FOR LIGHT POt.E INFORMATION Z1 SAVE AND PROTECT EXISTING SIGN - --- e SALVAGE- AND RELOCATE EXISTING ADA PARKING SIGN ---.. INSTALL "FIRE LANE" SIGN------ - 4 - _ ,. C3 C6 �1]4 CONSTRUCT STENCILED PAVEMENT MARKINGS (WHITE) _ _pmject#103021 N 2.0 0 20 40' 60' C 3 k1urdock Nt 900 SIT 2004-(XX)Ot6 011�t11 rMTwn*bWCA0WjU8Ml rtu wd c3 CS Ato 01121rM 0601 16 PM MDJ fy�g � ..... :, L.E00R.ITY STRIP C!. _ O 2 ti I I pmm"Icm Q! j 1d I L 1 2 I3 14 IQ 17 P I''', 20 21 ?_ 23 P.4 ? ?6 P ;? , 01 1wi �� 'I I I !I ( I� l is II ( I I' II ILII 11 I i ,1 'I I ( ;I: r • I ('�`x�, r r .1 � .� �� ,J �� ,I- I I .I i' I. 1 +I i � � - f � a.• I>�,_!. ���.I� '� I.i�::,c_ �H � '� J r� �r I S I I r r : .. a � :.. .�. ;, . �•,�,� � : .. , 1 _ ij,. ,. .�. . ^•�.1M1'R' ,.` y,� �L�,1iM11t ,�y� y,,y���..: fiV, w..,,, �'^ .��j 106 "116 101 ,00 .� ... ... � .., +L ... ��. .. .. 1.. .+P" 7_ .. ''xR '•FI"+ vK ��!TT1T•'.�Y e , LwabknuY.iru,._".lu'],u�.-riYL-,;..- .-.tw....x ."..5::.-.._.1..�.J.:.....:._—.:.t.-.-_......�,......__:...,___.�...:.11au_•:..,..-_..J�..-.,._�.._ _.:.__..-___ ._...._:...�:. _-.__�_i. IYI�xsYtrL �>i..a.s.a:.��.__._....... �.—�....._._.r. '____ w....a • - - i\b•T I — _ e., »,•„ '� \V/ STM Ce a5 .a t. �: . -A,t. Tri _ 7 . �� �. - r ql�� t_'— __� _----`�-ss ` D n V low- /,a / / �► " 0 0 - / 1, 414-- lot w =' 46 , r \-STM C8 86 STM MH Al 1 i - , \ / STM yN A2--�.�� yNDERGROUND WORM DE TENTIUN STEM \- Sf E %7f T CIO �\ STM CB B4 (WO) �w' � / ,`I ,�" , PAINTED SIGN WITH 4" WHITE WLETTERS ON RED BACKGROUND LA �"� ". ) 9 1 �/� .�■ I -� 1 \ ton 4 Cq 2CL LAJ 0 CN 3 L t� - - -- 2 7 8 g STM MH A3-� 1 a �' w ' //!/ I �y� r / / STM CB B7 �� O CIO C7� �`� , FDC SIGNAGE �-. I �, Cl NTS V l -- ---- --------- ---- Cn STM CB 82 (WU) - - 3 `�...r..__ I • // 1 / Cn U �- STM C8 88 WATER CONSTRUCTION NOTES O i r Ct3 INSTALL 6` DI `TEE' CONNECT 10 EXISTING 6" CI WATER UNE -- O q �- WATERCS C9 Co AND MAINTAIN SERVICE TO EXISTING ME TER AND DDC.. Cv �� y •oM � V) INSTALL 90« DIP ELBOW W LrlV INSTALL 6" DIP WATER LINE v cT p f X / v !� L0 4 INSTALL 45' DIP E(BOW W/TB `- 2 N SIM c8 81 STM C8 83 (WO) � ( O CS C9 q� W GINSTALL 6" DDC VALVE: COMPLETE WITH VAULT -~ CSS • - �__- ` / O INSTALL COMPLETE FIRE HYDRANT ASSEMBLY --~ -- 3 Q 0- INSTALL ,! 1` INSTALL COMPLETE FDC ASSEMBLY - ZZ GINSTALL 6` DIP FDC RETURN LINE � 0 •� SEE AtECH PLANS FOR BUILDING CONNECTION p d � .%' - ('UNBOLTING F:NGINF.E;'RS INC Q - ® INSTALL 2 ELECTRICAL CONDUIT FROM RISER IN BLDG TO NEW DDC VAULT. SEE ELECTRICAL PLANS FOR CONSTRUCTION 6eao REDWOOD LIKE, 7224VrrT Seo PORTTAND. OR 97?<^� INFORMATION PH (503) 226-7921 TAX: (503) 226-39£C INSTALL 4" PVC SLEEVE FOR FUTURE IRRIGATION �- O CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXISTING � };J « - " POTABLE WATER LINE AND RE-ROUTE AROUND STORM �l,F' • ,�{ ' DETENTION SYSTEM IF CONFLICT EXISTS NOTIFY THE ENGINEER " _ r IMMEDIATELY. ADDITIONALLY, EXISTING IRRIGATION LINES SHALL. BE RE-ROUTED IF NECESSARY COORDINATE WITH LANDSCAPE r.r' '` I i r - © ARCHITECT . r-.. »l " ' CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXISTING GAS LINE AND 7E--ROUTE PER UTILITY REQUIREMENTS AROUND �k g wN�'rt !' STORM DETENTION SYSTEM IF CONFLICT EXISTS. NOTIFY THE FXPIRF.S 6/30/04 ENGINEER IMMEDIAIT=LY. ► , • r• STORM MANHOLE DATA STORM CATCH BASIN DATA STORM_ SEWER CONSTRUCTION NOTES :.._ STM MH Al ---- - -- 2 ;TM CB 81 - INSTALL 69LF 12` DIP UTIL11_Y CONSTRUCT OVER EX LINE � CS � RIM:2.64 24 C5� 5-0.005 RIM:263.48 IF OUT(4"NF) 262 90 PLAN t� IE IN(12 W) 261.15 (2) INSTALL 12LF 6" PVC CONNECT TO HDPE HEADER PIPE IE OUT(N).261.05 STM CB 82 (WO)_Q *CONTRACTOR SHALL VERIFY RIM:264 66 SEE DATA E)LbCK �3 INSTALL 8l F 6" DIP / IF DEPTH PRIOR TO CONSTRUCTION IE IN(A-SW) 262 70 S-0.010 phase PERMIT iET �'✓ / IE QLIT(6"NF) 262.36 _` i •"�" FLOW CONTROL MH C5Q SIM MHA2 �k � SSUA�530LF 6` DIPsTM ce 83 (wo)-- date JANUARY 23, 2004 RIM:265.62 RIM:264.63C5SEE DATA BLOCK IE OUT((S) )-261. IE OUT(6"W).262.33 0 INSTALL 35LF 4' DIP reVISIUTIS IE OUT(12`E) 261.SD S-0.0052 STM CB 84 (WO')--_ — —_— — RIM 64.74 C5 CB RIM 265.30 �CDJC9 SEE DATA BLOCK (6) INSTALL 6LF 6" STM PVC - ---- IF OUT(6"W):263.00 ----� _ S=C 020 If IN(8'F):262 20 CONNECT TO EXISTING LINE -- .�' IF IN(8`SW) 262 20 STM CB 85 --- - ----- IF OUT (18-N) 262.00 71M 256.75 0-c5ce C7) INSTALL 35LF 6" STM PVC - IE OUT(6"S) 255.25 S=0.020 065bc�i CONNECT TO EXISTING LINE STM CB 86 --_-._------------ e5U RIM.255AID INSTALL F04JNDATION DRAIN WITH BACKWATER VA-VE (TYPICAL) CONNECT TO - - C5 C8 --' ------ IE OIJT(6"N) 253 60 EXISTING STM SYSTEM STM CB 87 --_ 7 C9) SEE MECHANICAL PLANS FOR ROOF DRAIN CONNECTION CONNFCT TO FXISTINU ------ RIM:257 25 - CS Ce STM STUB project# 103021 IE OUT(6-N) 255 75 --' - TIE INTO Ex STM' LINE 7 STM C8 B8 — C5 RIM:257 25 IE OUT(6-N) 255.75 TIF INTO EX STM LINE � � N 20' 0 20' 40' 60' C 5 Mundock St 4:IN► S1T21>(14-(XX*6 inf11 n-��n+rrsD rt.:eac�sl,�lrl'rAt��•la ca ern nv r1on1�nrM'+c+x log .. <pus.+,r.u�e�+klker:�w,p.���;r4d�k•��*:rkwr`.. t4 _ LEORR"PI'Y STROJ L[TIbM1 2 a d A I• r, ,... C+ e t� 10 1 s i'x 3 a i'9 7 9 0 1 22 23 24 ?R 28 2" 2P 29 H Ald f , I' tl ), t ;;III„ , i i { iI ,, r 1 t;. 4+11 . I- �1 i'i'1'`y A, I,;�i S , 1 ;r J,! +' �. F aa. ,f�itv..!t 3 ' " ;•:e. _ I• 11 ! I�?�'� Y«T'' "�rr ", "#F''�"""4•' -/.�aR�} .M't f: �:Y.�.S�dfR�ro:�,.. ,r 1, :.r.11.4,.,...A .� .! •A a •, ,r. t t b -, .. S.. 00 olmlolo* r • .. .,, .. -. ;, ,bhp !wF+leM' N . '�, � .It�b TN . . r8.rlftibY fsY- iH +ii4 .r :,„.,,...-.i. w.:•,.,,,..r. zn..,,w,';;.,,,r r r ., ,. ,.:...;, .rN4ilHY,lh!�kl'�:W�1 �' ' -� �' I dI V • GENERAi,. SE NOTES EROSION CONTROL 1 CONTRACTOR SHALL FIELD VrRIFY ALL EXISTING SITE CONDITIONS PRIOR 1 ALL EROSION, SEDIMENT, AND POLLUTION CONTROL PLAN (ESPCP) TO THE COMMENCEMENT OF WG-O( AND REPORT ANY DISCREPANCIES TO MEA°AIRES SHALL BE INSTALLED PER THE CITY OF TIGARD CONSTRUCTION THE OWNER'S REPRESENTATIVE CONTRACTOR IS RESPONSIBLE FOR SiANDARD5 .RCh1TECYUIIE•IMTENIONi PLANNING • O VISITING THE SITE AND BECOMING FAMILIAR WITH THE SITE CONDITIONS PRIOR IO BIDDING 2 iLMPOWRY ESPCP MEASURES SHALL BE INSTALLED, INSKMIJ, AND APPROVED BY A CITY INSPECTOR BEFORE SiARTING GROUND 2, CONIRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEAiURES DISTURBING ACTIVITIES TIE INTO EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH c CORRECTLY, AND THAT GENERAL DESIGN ELEVATIONS FOR NEW 3 ESPCP MEASURES SHALL NOT BE REMOVED UNTI, PERMANENT w N e CONSTRUCTION PROVIDE PROPER PAVEMENT ANC DRAINAGE SLOPES LANDSCAPING HAS BEEN INSTALLED AND FINAL INSFXCTION hAS EUEfh FROM EXISTING Tit IN POINTS REPORT DISCREPANCIES TO OWNER'S REQUESTED AND APPROVED BY A CITY INSPECTOR s REPRESENiATIVE PRIOR TO LASTRUCIION ' } V i 1 o 4 INSPECTIONS WAY E# REQUESTED BY TELEPHONING THE 1NSPECiiON w o 3 IN ARLAS WHERE ASPHALT PAVING IS BEiNG REWJRKED, PROVIDE NEW REQUEST NLTMBFN 823-7000 ONE DAY PRIOR TO THE TIME OF INSKCTION PAINT STRIPING FOR ALL REV!SED PAVING WORo AND PARKING STALLS ;- EXISTING STRIPING TO HE BL9XNED OUT iN RECONFE URE.O AREAS AS `_• APPROVAL OE THIS LSPCP PLAN DOES NOT CONSTITUif APPROVAL OF REQUIRED PERMANENT OR DRAINAGE DESIGN (I E SIZE AND LOCATION OF ROADS. PIPES, RESiRICiORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC 1 ; ;''' », I t ;`$ ..•. ',, CATCH BASIN 4 ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY ' ' i (j�(� GRAZE PAVING INSPECiQFi(S) CONTRACTOR SHAH NOi1FY CITY INSPECT 48 6 THE IMPLEMENTATION OF THIS ESPCP AND THE CONSiRUCTiON, • ullL(J HOURS PRIOR 10 START OF CONSTRUCiION MAINiEWWC1, RiPLACLMENT, AND UPGRADING OF THESE ESPCP ' i rn - FACILITIES IS THE W- SP(NlS181111Y Of THE APPLICANT/CONTRKTOR u �"' _�_�_ J ; � 5 DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS UNTIL ALL CONSTRUCTION IS COMPLETFD AND APPROVED AND T y } �` � ,� a ----- a s Z SHALL HAVE A MINIMUM OF ONE (1) SET Oi PERMIT APPROVED PLANS AND VEGLTATION,LeNOSCAPING IS ESTABIISHLD .i . } ,� -H Tat r SPECIFICATiONS ON THE JOB SITE Ai ALL TIMES C-�� STABILIZED CONSiRUCTIGN ENTRANCES SHALL BE INSTALLED AT THE _' 3 6 UPON 041PLCION OF FHE CONSTRUCTION PROJECT, THE CONTRACTOR BEGINNING Of CONSTRUCTION AND MAINTAINED FOR THE DURATION OF CATCH BASI�; L � � :� � � J SWI LEAVE THE PRC7FCT AREA FREE OF DEBRIS AND UNUSED THE PROJECT ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE OVERFLOW MATERIAL ALL ELAMAC,( CAUSED BY THE CONTRACTOR SHALL BE ;HAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE ARQA_1)kA'j SLOT RESTORED 10 AN 'AS GOOD OR BETTER' CONUITiON PROJECT BIOF ILiLR -- -` I — --- CATCm BASIN p 13AG �! - 8 THE BOUNDARIES OF THE CLLARINC LIMITS (1F REQUIRED BY THE CITY) « SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION FILTER - - -- J f� n1 mnNN DURING THE CONSTRUCTION PERIOD, NU U:,TURBANCE BEYOND THE A —_ A �ITcN o0nfw BAG DEMO I. NOTES FLAL;GfD CI EAR[NG LIMITS SHALL Of PtRMIT,fD THE FLAGGING SHkl — STANDARD FILTER BkQp�TAL _ BE MAINTAINED BY Tib APPLICANi/CONTRACTOR FOR THE DURAIION OF NOTES 1 DEMOLITION REOUIREMENIS ARE NOT SHAWN ON THESE DRAWINGS THE CONSTRUCTION I. THIS FILTER TYPE SHALL BE USED IN CATCH BASINS IN ALL PAVED AREAS � _ CONTRACTOR 1S RESPONSIBLE FOR ESTABLISHING STION F c 9 THE fSPCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM - 2 THE CONTRACTOR SHALL INSPECT THE FILiERWEEKLY AND DAILY DURING DE11011110N WORK FROM OWNER AND FOR EXAMINATION OF EXISTING REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS DURING THE PERIODS OF FREQUENT RAIN. SITE CONOMONS CONTRACTOR SHALL SUBMIT A DEMOLITION PIAN CONSTRUCTION PERIOD, THESE ESPCP FACILIiIES SHAH BE UPGRADED PRIOR 10 CONSiRUG11ON OUTLINING ITEMS 10 BE REMOVED. AS NEEDED FOR UNEXPECTED STORM EVENTS AND 10 ENSURE THAT ELAN '' 5LCILSe A-A 3. FILTER SHALL BE CLEANED IN R MANNER WHICH ENSURES THAT ALL SEDIMENT 2 Ail UTILITY LINES AND STRUCTURES SHOWN WITHIN THE LIMITS OF SEDIMENT AND SEDIMENT-LADiN WATER DO NOT LEAVE THE Silt DiTf REMAINS ON SITE DEMOLITION SHALL BE REMOVED EXCEPT THOSE INDICATED AS •10 REMAIN" ALL LiNES THAT ARE CUT AT LIMITS CLF DEMOLITION OR POINTS 10 THE ESPCP FACILITIES SHALL BE INSPECTED DAILY BFTWEEN OCTOBER 4 THE FILTER SHALL BE REPLACED OR CLEANED WHEN THE BAC BECOMES HALF OF DISCONNECTION WiTHIN THE WORK AREA. ARE 10 BE CAPPED OR T AND APRIL 30 BY THE APPLICANT/CONTRACTOR AW) MAINTAINED AS FULL. PLUGGED. NECESSARY TO ENSURt THEIR CONTINUED FUNL:1iONING ALL 1 DRIVE STAKES PERISH WITH TOP OF BAG AND THIO 5 FILET R SHALL BE FOSS ENVIRONMENTAL SERVICES •STREAMGUARD TYPE I1- INSKCTIONS SHALL BE NOTED IN AN INSPECTION LOG WHICH SHALL BE C OR EQUIVALENT, 3 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TEMPORARY ACCESS MADE AVAILABLE 10 THE CITY INSPECTOR UPON RfOUEST UNDISTURBED GROUND A MIN Of" 112 DURING CONSTRUCTION UTILITY OUTAC,ES AND ACCESS CLOSURES STAKE MAY BE. OMITTED IF BAGS ARE PLACED ON REQUIRE A MINIMUM OF 24 HOURS NOTICE TO OWNER OR SITE TENANTS 11 ESPCP FACILITIES ON INACTIVE SIZES SHA-i BE INSPECTED AND PAVED SURFACE, MAINTAINED A MINiMUM OF ONCE A MONTH OR WITHIN 24 HOURS 1 INSPECT INLET PROTECTION ON A REGULAR BASIS 1 _ INLET P R 0 T E C T 10 N .FOLLOWING A STORM EVENT B1OBAAGS SHALL BE REPLACED ONCE THEY BECOME CLOGGED C4 rC6 SCALE: NONE O 12 A SIGN W11H THE CITY'S TROSION CONTROL HOTLINE NUMBER, PROJECT 2 REPAIR ANY DAMAGED BALES, AREAS OF END RUNS, AND O GRADIp❑AAhhA� ADDRESS, AND PERMIT NUMBER SHALL BE POSTED Al A LOCATION UNDERCUTTING BENEATH BALES. REPAIRS TO BALES OR Mgt��, ti NG NOTES CLWIY VISIBLE FROM THE RIGHT OF WAY AND MAINTAINED-UNTIL BARRIERS SHALL BE. MADE AS SOON AS POSSIBLE. � -i-� L" PROJECT COMPt t T I ON ® U 11, CN 1. SURVEi' OF EXISTING CONDITIONS PREPARED BY COMPASS ENGINEERING 3. REMOVE SEDIMENT DEPOSITS WHEN THEY REACH APPROXIMATELY � � - CN THE CONTRACTOR IS RESPONS18LE FOR FiELD VERIFICATION OF ALL 13, EXPOSED SOILS THAT REMAIN UNWORKED FOR 14 DAYS OR MORE SHki ONE THIRD THE. HEIGHT Or THE BARRIER �/� C4 I � � SURVEY DATA CONTRACTOR 15 RESPONSIBLE FOR ESiABLiSHiNG RIGH`- BE 1MMFDiATEL PR0TEC.ED BY APPROPRIATE GROUND COVER V Of -WAY LINES. SLOPE EASEMENTS, AND ALL HORIZONTAL AND VERTICK DISTURBED LAND THAT WILL REMAIN UNWORKED FOR 2 MONTHS OR 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE CONTROL PRIOR TO CONSTRUCTION LONGER SK4ALSO Of SEEDED WITH AN APPROVED SEED MIXTURE �. •�'� RIER IS NO LONGER REQUIRED SHATL BE DRESSED TO � o BAR 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING 14. PUBLIC STREETS wlLt 8E SWEPT DAILY, If JVECESSARY, TO All[v1ATE AND SHALL CONFORM WITH THE EXISTING GRADE. AND SEEDED U 4l ARRANGE FOR STAKING WITH A LICENSED SURVEYOR STAKING WILL BE SEDIMENT DISCHARGE 10 THE STORM WATER MANAGEMENT SYSTEM 0 B10-FILTER FOR TEMPORARY RS T3 "WILD BY OWNER FOR CONFIRMATION TO DESIGN PRIOR TO UNFILTERED WASH WAIER CANNOT Bt DISCHARGED TO STORM DRAINS. 400CONSTRUCTION 15. Ali EROSION CONTROL SEEDING FOR SITE STABILIZATION WILL BE L INLET _PROTECTION 2`x2" FiR POST 0 `cn 3 ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE PERIDRMED NO LATER THAN SEPTEMBER IST TO AVOW TIME FOR UNIESS OTHERWISE INDICATED MAINTAIN POSITIVE DRAINAGE AWAYvfGETATIYE ESTA@IISHMENi PRIOR TO THE ONSET OF THE WET SCALE: NONE ��IIr+ SEDIMENT FENCE E -� FROM .ALL BUILDING WALLS AND DOORS WEATHER SEASON .FABRIC ON F— GEOTEXTiLE WITH U SEWN POCKETS DOWNHILL SIDE (n 4 CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL ;6 All TEMPORARY EROSION AND SEDIMENT CONTRfk MEASURES SHALL BE OF POST CONSTRUCTION ADEUUATE S!40RING BRACING, TIES, AND SUPPORTS RFMOVED WITHIN 30 DAYS AFTER FiNAL SITE STABILIZATION IS ACHIEVED SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING ALL OR AVER THEY ARE NO LONGER NEEDED. I PHASES OF CONSTRUCTION COMPACTED 17 TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON Si TE EXISTING GROUND W 06 •�—+ 5 All SiTEWrJRK SHAH CONFORM TO CHAPTER 33 OF THE LATEST EDITION DISTURBED SOIL AREAS RFSULTIN, FROM REMOVAL SHAL BE REPAIRED ~`"'' "'" C OF THE UNIFORM DL.IILD14C CODE (UHC) AND PROTECTED WITH ADEQUATE GROUND COVER (1' STRAW, COMPOST, ` "'��COMPACOMPALL (� MULCH, ETC.) 6 ALL EXISTING LANDSCAPED AND UNPAVED AK AS WHICH ARE DISTURBED a r vk MATERIAL O = =3O ', ... ,- BY CONSTRUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED 18 SEEDING SHAIt BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY SMOOTH AND RETURNED TO ORIGINAL EXISTING CONDIT!ONS WATER AS NEEDED WATER SHOULD BE CO'CROLLED TO PREVENT `" ' pKFILF �� O DISTL1ROrD LANDSCAPED AREAS SHALL RECEIVE BARK DUST AND RUNOFF. AREAS WHiCH FAIL TO ESTABLISH VEGETATIVE COVER REPLACEMENT PLMT1NGS. DISTURBED NATURAL AREAS SHALL BE ADEQUATE TO PREVENT EROSION SHALL Bf. RESEEDED AS SOON AS _ M HYTIROSFEDED TO REPLACE NATIVE COVER DISTURBED GRAVEL AREAS AREAS ARE IDENTIFIED. •v ( O � SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK SURFACING 19 DISTURBED AREAS OF SLOPE GREATER THAN 21 Will BE 5TABLIZEQ uj J ALL DITCHES, SWALES, GUTTERS, ETC. SHOULD BE CONSIDERED WIVE THROUGH StEDING AND THE INSTALLAIiON OF NORTH AMERICAN GREEN -SEDIMENT FENCE GEOTEXTiLE STORM CONATYANCES UNLESS OTHERWISE INDICATED CONTRACTOR SC15OBN M�IIING OR EQUIVALENT PRCDLK;T c IS RESPONSIBLE FOR ADDRESSING STORM WATER DRAINAGE AND O DEWATERING OF WORK AREAS DURING CONSTRUCTION �— � -�� � , � Q CL 8. DURING WET WEATHER PERIODS, CONTRACTOR 15 RESPONSIBLE FOR SF U'JENCING CONSTRUCTION IN A MANNER TO MINIMIZE iM?ACT ON OPEN CARTHWORK AND COMPACTiON OPERATIONS- - 2"X2" FIR POS' lJT1LiTY NATES -r l .= �_ - CO �S 1�I.TI NG FNG I. E 1%. ., :, , '��•� � '��P�•/"=p_�i�.�L.;: i ;qr� '-d...•�- " ! i" 0 RfD1I UNE SL'ITF .106 I. LOCATIONS Of EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM POFYRoIr v4x iW003 RECORD DRAWING'S AND INTERPOLATION OF PHYSICAL EVIDENCE ON THE i i��) z2A 3921 oZt r11 zze-tp?n SITE AND ARE SUEiJECT TO FIELD VERIFICATION BY THE CONTRACTOR n- ELEYAT I ON 2 ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH per, EXISTING, CONDITIONS iN THE FIELD BEFORE 9EGINNiNG CONSTRUCTION UNDER THIS SECTION OR ANY OTHER SECTION ,T— T2• �' ' " J* + 3 THE WORKING DRAWINGS ARF GENERALLY DIAGRAMMATIC THEY 00 NOT SHOW MPY OFFSET, BEND OR ELBOW REOUIRED FOR INSTALLATION iN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, NO Parking 1. FILTER FABRIC SFLALL BE 114STALLED IN A CONTINUOUS ROLL COMPONENT PIECE. OR FITTING REQUIRED TO COMPLETE THE PROJECT TO AVOID THE USE OF JOINTS WHERE JOINTS ARE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND Fire Lone NECESSARY, USE TURNED ENDS. WORKING SYSTEM Tow Away TO TF" ?. POSTS SHALL EL SPACED A MAXIMUM OF I APART AND F" 'Wt` ` ` 4 CONTRACTOR SHALL rOORDiNATE A UTILITY LOCATE 48 HOURS PRIOR. Zone DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 5`. 9fGINNING ANY UTILITY CONSTRUCTION' FOR LOCATION MARK-UIP OF ALL EXISTING UTILITIES KTH iN THE RiGHT OF-WAY AND ON PRIVATE 3 A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4" WiDE PROPERTY. CONTRACTOR SHALL COORDINATE THE UTILITY LOCAL WiTH MUNICIPALITY HAVING JURISDICTION FOR ALL UTILITY 'WORK WiTHiN A AND 6" DEEP ALONG THE LINE OF POSTS UPHILL FROM PUBLIC RiCKT-OF-WAY. INFORM ENGINEER IMMEDIATELY iF LOCATE ORS, 98810 to THE BARRIER. TRENCH SHALL FOLLOW THE CONTOUR. INDICATES THAT EXISTING U711.171ES APE DIFFERENT THAN SHOWN ON 98.811 I DRAWINGS. _ -- LL--- - 4. TRENCH SHALL. BE BACKFILLED WITH NATIVE MATERIAL. CIVIL 5 CONTRACTOR 15 RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, 5 INSPECT AND REPAIR AFTER EACH RAINFALL INSPECT GAILY Y FEATURES, t40 STRUCTURES LOCATED ON THE SITE. LOCATE, PROTECT, DURING PROLONGED RAINFALL DETAILS AND AVO:E` DISRUPTION OF ALL ABOVE AND BELOW GRADE UTILITIES 7' CLEAR SPACE DURING L.JNSTRUCTiON 6. REMOVE SEDIMENT WHEN IT REACHES APPROXIMATELY ONE THiRD THE HEIGHT ABOVE GROUND PORTION OF THE FENCE 6 ALL UTILITY CONSTRI rTION ON PRIVATE PROPERTY SHALL CONFORM To h sP PERMIT SET THE -_AiEST EDITION OF THE UNIFORM PLUMBING COO( (UPC) AOI_ 7. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE P UTILITY CONSTRUCTION WiTHIN THE RIGHT-OF-WAY SHALL CONFORM TO FILTER F•ENCE.. IS NO LONGER REQUIRED SHALL BE DRFSSED THE STANDARD REQUIREMENTS OF THE MUNICIPALITY HAVING TO CONFORM WiTH THE EXISTING GRADE AND SEEDED (tate JANUARY 23, 2004 JURISDICTION EXISTING GRADE AND SEEDED. �- 7. ALI BURIED LINES 10 HAVE 2 FEET MINIMUM COVER, UNLESS NOTED feviSi0F1S — ---- OTHERWISE, 8 DOWNSPOUT AND BUILDING UNI ITY C04NECTIONS TO BE SHOWN ON D3tc-6 FIRE LANE — N0 PARKING SIGN �D�6 SEDIMENTFENCE DETA(LBUILDiNG PLUMBING DRAWINGSREFER TO PLUMBING DRAWINGS FOR SCALE: NONE - C !;('Al.E' NOME CONTINUATiON OF UTILITY 1.i4CS INTO BUILDING 9 THRUST BLOCKING REQUIRED ON ALL PRESSURE LINES BENDS AND - -- FiTTINGS SEE STANDARD THPIK•T BLOCtiING DETAIL, 10 SEF_ LAMISCAPE DRAWINGS FOR IR'RIGAT7;)N LiNES -- -_�.---' 11 ALL EXISTING UTILITIES AND TIE-iN POINTS SHOULD BE CONSIDERED - - ACTiVE UTILITIES UNLESS OTHERWISE INDICATED 12 CONFIRM FIRE HYDRANT TYPE, NOZZLE SIZES, AND 14RI Ap P `�# ff 03021 F'UNFIGLhRA1iON5 1viT1H LOCA. MUNICIPALITY HAVING JURiSD1C71ON PRIOR 10 CONSTRUCTION 13 CONFIRM All UTILITY VALVE VAULTS, VALVES, METERS, RACKFLOW , PREVENTION ASSEMEt;IES, AND OTHER i✓UR IC U11LITY APPURT,NANCES iN TH•IF RIFT -OX-WAY WITH TFf MUNICIPALITY HAVING JI.JRISDICTIDN. 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' '•rJ'„ .,, . � .- �- .... -{ ,..i'u es.viFA�i'I^.u..;xzsiC•..:r.. i .. a4-t._.i1s !, ,__ ...,.. .. ,._... .___ ., .... . ..- r.-. ,..r,...:.....�.__..... __.. -. _ ....._.. _.. _ _.,..,....... _...._.....,...a......:�..... _..,:.,-. ._......,.........•...... _,._. _.... .,... ,. ,�._. ... .. .._ .. _....._...__.., ._, ....... -......,`.�._._e._ ........_.a. _._, _ ,__----..._.�._.._......-..__.._.... ___....�___.. ._.__.,.__._.....�_—,_.._..._,..�_._... - - - - -- • 'e- STWAI_K _ ADJACENT T(7 C,JR2i F� 2/1' PAVEMENT ole cRo;1Na!\ - 24 MAX iDE- - - 1 Y' DIA 1• SLIDING TYPE DUCTILE // IRON OR ALUMINUI�- VALVE RiSER IRON VALVE BOX AND COV VW COMPLETE- IRON ROD \� 1 RR«hITECTURE • INTE''A ORS•F.AtiN N0 3"M!N /-SIDEWALK a FOE CURB DETAIL.f+ VALVE BOX EXTENSION __` � F'MAX BREAK FLANGE \ � OPERATOR EXTENSION, ` �— �✓ P - .- - Pn r SEE OL.TAIL THIS SHEET- - _ ROAp 2% I - PIER BLOCK -' 1/4'-Cr Q z COMPACTED AGGREGATE 00 • BASE OR CONCRETE,. K 1 SEC NOTE 4 \ I 41g , �� .f' 2"� SECTION A-A Yl � DRAIN ROCK POCKET ciT 1 ---- SPRING ASSISTED GAO/ J w "_<�s 4 CU FT MIN INA � r f CIAMOND PLATE DOOR 2 w �- �✓ •, �" W/ LOCKING LID �- ENLARGED R/W OR EASEMENT ~ �Oy R - PL1�N NAIVE__BOX A5 M Y _DETAIL . ____Z- ' 03030P OR APPROVED CL AREA TO CONTA;N WHEELCHAIR CORE DRILL 5" HOLE EQUAL h 6' DUCTILE IRON PIPE RAMP AS REQUIRED z o ✓ �- ` FOR FIRE DEPARTMENT (OFFSET T FROM C, OF COiiCRE TE APRON -- �V PROVIDE 24" SQUARE x 4' THICK --OLYMPIC FOUNDARY CONNECTION RISER _�_ ____ I ft CONCRETE PAD OUTSIDE OF PAVED VB OV VALVE BUS - - STRUCTURAL SECTION H T ( LID) STRU dt COVER w RAISED TO CONFORM W. h AREAS / �--- -- - UTILITY VAULT COMMERCIAL DRIVEWAY r l •.' '.' LETTERING ----,_6' 504 to OR APPROVED DETAIL (SEE Dwh NO 142) _,tom MEGALUG RETAINER --- -� � < AA IRON) / T: . •r.*�r I EQUAL �. _ 0 d s GLAND) EB ;• GATE VALVE-] - - - - ONCRETE PIER J S. MIN BOCK FL.G x MJ �, MJ x b' FLG TEE • CAST IRON COVER - I1 I •' ; h SLE NOTE No ! CAST IRON VALVE BOX I I A w ( � A DRIVEWAY WIDTH THRUST BLOCK 2" SOuARE NUT - VALVE BOX EXTENSION t_— . : VARIES c] WELDED TO PIPE N A K WITH PL-ANTER MIN SH,A� ADJUSTABLE FROM - �_E W � W I �... � 12" MAX TO 6" MIN MAXOPERATOR AUTOMATIC_ BALL— - __—_ _ - - T R J P AT C U`= EXTENSION 1 �1 DRIP AT LAW POINT - - - SCHEDULE 80 _ I \ --�- E) PIPE SHAFZ, GALV �- Noll 4•_g• POSURE ROCK GUARD, b 1. VALVE BOX NOT TO REST ON OPERATING - GRAIN TO 4"X24"X24" 3"MIN 1/8" STEEL PLATE: ASSEMBLY, DRAIN ROCK PIT (1" ROCK) SIDEWALK DIAMETER. = VALVE j6"MAx BREAK FLANGE BOX EXTENSION U: - 2. OPERATOR EXTENSION REQUIRED WHEN VALVE 25• MIN. RADIUS (TYP.) INSIDE DIAMETER NUT IS DEEPER THAN 3 FEET FROM FINISH • - _ MINUS NUT 1 FIRE DEPAR i MENT CONNECTION _ •' ' T I �- X N AXIS OF OPERATOR SFF WHEELCHAIR RAMP DETAIL 0 2 ti FITAT BAR x';S CENTER VANE RO 0 1. RAT - FOR RAMP INFORMATION L , ' SCALE: NONE T (N t 8) 3 x r SQUARE 4 VALVES 12" AND SMALLER SHALL BE I - FOR SIDEWALK INFORMATION HEAD CUPPED PROVIDED WITH CLASS B BASE ON SEE SIDEWALK DETAIL (NO 120) 4'-0" REF CAPSCREWS UNDISTURBED GROUND. VALVES GREATER NOTES:- -- 12" SHALL BE INSTALLED ON PRECAST I 3" x 3" x �G x 2" _ CONCRETE PIER BLOCK. 1 :OR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE LONG STEEL SQUARE - - IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS TUBE WELDED ALL AROUND TO FLAT BAR 5 VALVE BOX EXTENSION SHALL BE CAST IRON 2 PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT OR PVC (ASTM D 3034). 3 PLACEMENT OF CONC AROUND FH IS PROHIBITED VALVE 80X- BXTENStQN_SE ION O -- - _ ---— . IMe F —. NO S;&f 0�5 (_7 H'iDRANT INSTALLATION 2 -VALVBOX & EXTENSION ASSEMBLYT AGUSTMF. Due"s � IIT ?_- -- V SCALE: NONE C5 C7 SCD'-E: NONE �� ,-«� a9M N[w! _—_.-.— �, ALTERNATE owc ,+o. N _ •.:»� ar,ss •.... we , d�"�1 ""`° "�' ,,..� I„" COMMERCIAL DRIVEWAY �622 � rn �Tr Of TCMC •.. f 3 a•-.,.• «.., ,...,..°.x c 0 L_ 0 O T P o c`v _ VARIES �fi—�-- -- AC SURFACE COURSE AC SURFACE COURSE EDGE OF PAV'T. OR-CURB -� I� AC BEARING COURSE -- - ------ - --LEVELING COURSE - -- -- LEVELING CCuRSE THRU TRAFFIC SIDE-- 4" E to 06 _ BASE COURSE k - EASE COURSE EG�INf. - 4" YELLOW OR WHITE LINE � o AS SHOWN ON PLANS. -`- ---SUBGRADE GEOTEXTILE FABRIC C SUBGRADE GEOTEXTiLE FABRIC COMPACTED SUBGRADE Y-, 12" MIN 0 C COMPACTED SUBGRADE ♦mo O I � t1? rn o 5 _TYPICAL PAVING SECTION-LIGHT 4 TYPICAL PAVING SECTION-HEAVY C3 C7 SCALE: NONE - -� C3 C7 -SCALE: NONE STCF BAR - SHALL BE THERMOPLASTIC a PAVEVENT MARKING MATERIAL. C -0 a Q d 12" 6 MiN. 10 MAX. 12- L 2• IAN01N � w M SIDEWALK WIDTH L 5� ) s +3a' Ie• CONSULTING ENGINEERS IN*( AS SPECIFIED -• 12 �'--� Vie' 4,03 )3 3 . "60 ROW(*V LANE. SCITE 300 s' MIN r-TI. =' __� ?. POSSWA K - SPACE TWO 12" WHITE LINES TroRTLA!vp, OR. 97:11 TOOLED COLO JOINT - � 'L `A✓, b. ' �•I, ��- -� BETWEEN CURB ANO _ 50;1 ;X. � t_ _, ,6' AS SHOWN ON P�PJS. CROSSWALK SHALLITN (tio31 z2>;-sez) rAa lso�) 226 .7az6 SIDEWALK6' '.� •`'' s i_ i ?�' ' ' -'�= BE THERMOPLASTIC PAVEMENT MARKING STANDARD CURB —'1+* MATERIAL. ' S� AND GUTTER e ' 1�2• �' e 'l PREMOLDED JOINT MATLRIAI CRUST ED AG REGATE BASE COMBINED CURB RAMPMIN 2 OF ,, , _ILW /' • - - - �" 6 TRAFFIC CONTROL NOTES TYPICAL_ CJRB TYPE CROSS SECTION �- - - - —TYPICAL ISOLATION �XPANS!QN JOINT — — -� -RETAINING CURB C3 C, SCALE: NONE cpk SIDEWALK WIDTH 5� - _._`_ "'- �`c .R Va 7,9 r �•P h�1� LANDING """� � 9. w ='R SETBACK S SPECiFI D - •� ' _ _ �x°IRES 6/30/0 DIRECTED r �h' 501 X. STANDARD PREMOLDED JOiNT MATERIAL . 3 I CURB AND �. /s` STEEL DOWEL ,2. 5 ---__ GUTTER ` Mqk 6' --- `J� -MIN 2 OF -L S(.Op PARALLELUR��Mp t!� TO r NOV 6' CIVIL CRUSHED AGGREGATE BASE f il` r4 R, TYPICAL SETBACK TYPE CROSS SECTION - 4-MIN it TO �040��' r;" NOM. 3" WEEP HOLES /� - — NO LIP ��0:1 1 ,,, -SURFACE OF 1� NOVNOM /^ n {� RESIDENTIAL. AREAS DETAILS 6"_Mlt 6" MIN CONTRACTION JOINTSP AT -- 20:1 r 0000 PAVEMENT APPROXiMAiE 15' INTERVALS -- STANDARD DRIVEWAY SECTION - �• •_ .�= - r �111L� I d • - CONTRACTION `� 0 0,0 f TOOLED "DUMMY' JOINTS �1OINT' BROOMPATTERN -MIN. 2" OF r-0 O phase PERMIT SET AT APPROXIMATE 5' \ COUPLING FU RUSHED AGGREGATE BASE 1 n BATTER 6 1 INTERVALS WEEPHOLE PIPE �1 RAMP TEXTURE, DETAIL ' 1--- TY'PICAL_. ISOLAT_ ION_ (EXPANSION JOINT WITH DOWE _ - Al<._C� date JANUARY 7.3, 20EJ4 III TYPICALSECTION THROUGH COMBINED CURB RAMP T/3 1 CURB EXPOSURE "E" = 6" TO 9" VARY AS SHOWN ON PLANS OR AS DIRECTED revisions� I�I,���,{I I I , 1 NOTESr - _ 1. THE "AMERICANS WiTH DiSAB1LIT!ES ACi" (ADA) REOUiRES THAT ACCESS RAMPS ; CONST. CONTRACTION JOINT SPACING AT ]5', AND AT ENDS OF EACH INLET TO SIDEWALKS CONFORM TO ALL FEDERAL GUIDELINES EXCEPTIONS TO THE AND RAMP. RAWING MUS BE APPROVED B T E ENGINEE AND � REQUIREMENTS IN TH15 D i Y H R MUST COMPLY WiTH ADA. "t" -JOINT IN SIDEWALK TO"- � � TRANSITIONS StiAll BE USED IN CONN- CURBS OF DIFFERENT EXPOSURES "E• a STANDARD CURB Ac GUTTER MATCH JOINT IN CURB 3" WEfPHOLE - 2 NO A!3OVE GROUND UTILITIES ARE PERMITTED WITHIN RAMP AREA. (`E" 1S THE TOTAL VERTICAL DIMENSIONS OF THOSE CURB SURFACES HAVING A .kl PIPE, LOCATE AS - `COLD JOINT DIRECTED 3. LANDING, SHALL BE PLACED AT THE TOP OF EACH RAMP. SLOPE OF 1:1 OR STEEPER) MiN. DESIRABLE TRANSITION LENGTH SHALT BE 2U' - -+ S FOR FACH 1" Dir rFRENCE IN "E'. LANDING SLOPES SHALL NOT EXCEED 50.1 1N ANY DIRECTION TYPICAL FERN VIEW THE SLOPE OF THE SURFACING AT THE BOTTOM OF THE RAMP - -_ T SHALL NOT EXCEED 20'1 FORA DISTANCE OF 2' (SEE • TOPS OF All CURBS SHALL SLOPE TOWARD THE ROADWAY 2X NORMAL UNLESS TYPICAL CONTRACTION JOINT ►��L TYPICAL SECTION ABOVE). OTHERWISE SHOWN OR AS DIRECTED ----_- �—w- 1.SIDEWALKS 8 FEET AND WIDER SHALT HAVE A LONGITUDINAL CONTRACTION • AT THE MIDPOINT 4 MINIMUM LANDING DIMENSIONS SHALL BE 4'x4' 5 DIMENSIONS NOV VARY TO CONFORM WITH CURB MACHINE APPROVED BY THE NQM- 2-CONCRETE DEPTH FOR STANDARD SIDEWALKS SHAE.L. BE NOMINAL 4" MIN.; ENGINEER --__- ; ti ALL JOINTS TO BE TOOLED WITH THICKNESS IN DRIVEWAY SHALL MATCH EXISTING DRIVEWAY'. � ) WITH RAISED DIAMOND 5. RAMP SURFACE SHALL BE TEXTURE[) RADIUS UNLESS SAWCUT 3.INSTALL 3" PVC WEEPHOLE PIPES iN SiDEWALKS iN LOCATIONS AS DIRECTEDTEXTURE TEXTURING SHALL BE DONE WiTH AN EXPANDED 6 ALL RADii SHALL BE 3/4" EXCEPT AS OTHERWISE NOTED project# 03021 BY THE ENGINEER- PLACE CONTRACTION JOINT OVER THE TOP OF THE PINE. METAL GRATE STAMPFO INTO THE CONCRETE. ��- V- 4-CONCRETE SHALI_ BE 3500 PSI COMMERCIAL GRADE 7 A CONTRACTION JOINT At WEEP k01.E5 6. CONCRETE SHALL BE '500 P51 t'OMMrRCiAI GRADE, r` ? STANDARD CURB 10 CONCRETE PAVEMENT JOINTS 9 SIDEWALK $ SIDEWALK ACCESS RAMPS ___--__ __ _ - C3 C' SCAT E: NONE C3IC7 SCALE. NONE , Cr3T�C1 KALE:,-NONE C3TC7 SCALE: NONE - r Murdock 10 sIT2a1a•(xx►nh 7,T1't i ,,�,�„_,�. __ —_ _..•. rn t2«u ng;,TAD-•r eg+X.4oK'A*WTTAV('A4%"06%0l TVM'X r'2s o► ")J 1'H'U'9 .. x• KfIM•!np?R+'P'N' s ;...... . .,-..,-...._-,<...._.....,........--..w.o.,e.,r.._.w+rMPotF'x^^..._....._. ....,.........•....mmmw ,...,'"M'Ai111h4.^ .n�rw"...:-.wr.w.,.,n..: ,�rY� •owgr,.:. .,. - !i d cm Ummmuty �t Ip. its 2 13 14 II 8 :� C 21 22 2'A 24 2 26 29 ?o �" I 640"s'Xi S f n f d r - •r t k r c � � I t_°.' ,• '�'^'!7 e� ;I :",'��1 tk., rF-;.' - ., � P d(�rrSF+:. r i , �y ilow r , .. .. :. '-.r,iheJ.,.•ek' N.et iN.ei! kh 3+KN '.y.ib p'ka;x,.-"; p,�Jj�W .QY _ r e.•. r ,. .,, .. ... , .,. <,. ,(P,1 r+.rr+M4!VP _.N6 •If`+b✓ 1" .Rar"M `} 4�11^_'T'^!"Ij1�71 "'R[!�' 'R•�!^�n*Mf. ,�.: " r :.�• 'N. "�.',r•.._•..rJ:_,.Ju.:.'. t-._ - - ....... .....�._uur.r:nmu} - �..u.•esnv...rvn.._r-u.r.._ .._ ..:...-...:.ru..�._,aw• .A,arw•rw._r uv.. .i...a_.,.-,t. a.r-Vaei_.-u•-..r..•.u. - _r..._�.__.ar • - _ _ ♦ - _ _- _ __ _._........_-.._._._ ._.r _ -.-_.__.__..-�.._.._.-.�..._....__`_•_---_-__�._-.... -.-...._._.-....-.-_�_.__-..�.._..�_._r.�_vy. i_-,— .a.._. _a.....'..:..__._..:..._ rva[rl.._lY'.•-:.:... -...:,..._........_... ......_ .,:.. -` JYYL... • Oil'•.e.;'•. Y.`v'W.YJ�Y d.v.4 ...,-J:nv..._.u-ruu.su..rW:.-..,rtr...r.rr tltlr:• :9F..rsr..:.__.._.JYdxveWi..:__....u.•Wreu-... __- — _ e � VIII ;t. =Fr, .. t -� WATE kI IGHT o- - NOTE: SANITARY w -"'-- -- MANHOLE STEPS MUST f3E TIGHT AND FIRMLY fw TEST,OR WTHSANDA GSLPULING OUT EET THE ASTAA 5-3 3144" -- TAMPERPROOF - ° / 2 HOLES MAX • 48 Ll: - STORM-- ° / �OR SANITARY ao COVERS) _� \ / - _ _ _ - cY� N MANHOLE FRAME. AND COVER - „t ` -^ �kcNttEctuAr tNTEN10R5•PLANNI�� ..� 24 �• `u'-' j lr. i- u AS SPECIFIED A _ --� A FRAME AND RISER RINGS SHALL BE SEALED , 24 }- FINISH GRADE m : - WITH PREFORMED PLASTIC OR RUBBER TO • ^( �- 22" -� � '�C FORM A WAILRTiGHT SEAL GROUT MAY BE --CONSTRUCT INVERT CHANNELS TO USED FOR STORM SYSTEMS - - CAST IRON TAMPERPRO F- & WATERTIGHT PLAN UNIFORM FLOW LINES WITH - � �` I v, � GRADUAL TRANSITION SECTIONS. V12t3l max �F`-RkmEs AVAILALEL TN STAtJ� 'RD Oft U URBAN PAVE N ___ 1-.------__ _ 12- - .- EXTEND PIPE INTO ADJUSTMENT RINGS -�- -` _--•-� x �`t Y4" BENCH SLOPE PRECAST BASE - 1 O.D SST MANHOLE AND GROUT 12L_ i._ - C _ = _== = = == - -- - - , ' u, -�~- MANHOLE STEPS ,HALL. NOT BE ' 2T WASHER, 3/32" SMOOTH PROVIDE UNLESS OTHERWISE SPECIFIED. -- 12 -- 25" 2 THICK, 3 REQ'D RUBBER BOOT - 25' PER COVER - -_1 ---- -� 3 INNER ALL JOINTS SHALL BE SEALED WITH- 7 ITH • a -- -� ... ANNE PREFORMED PLASTIC OR RUBBER RING- -� ar• =cr�� \ 3-3/8' FOR FLAT PUBBER WASHER, 't�` -- - _-�.-- PLASTIC SAFETY STEP �o - ' TO FORM A WATERTIGHT SEAL ��. � - A- 3 REQUIRED PER COVER ° COMPACTED 3/4"-0 GROUTED JOINTS MAY BE USED FOR - =-- �" - - O C N `- - r" ^` CRUSHED AGGREGATE BASE STORM DRAIN SYSTEMS - O' _ __ -' .i�. 6 _. �_. �.__-- - • _ COPOL.YMER POLYPROPYLENE PLASTIC - --- {- _ 23" _ T L _j 4" NEOPRENE GASKET, O SHAPE CHANNEL 10 MATCH BOTTOM STANDARD PRECAST MANHOLE I--- 1 -- OMIT FOR TAMPER-PROOF 4g- /y" GRADE 60 REINFOR(TMENT-- - 4 !` HALF OF PIPE. SECTIONS AS REQUIRED (42^ IF SPECIE lE0} ,f - - G' z Y 2 - - -- 1 COVER HEX HERO SST CAP PRECAST_ OR BASE RU88ER BOOT ' --- -- --- CA _T IRONSTAN�ARD OR MANHULE ADAPTER ^���` I 13• CC _ • • • < •O (APPROX.-WT - 387 LBS � SCREW, 3 REQUIRED SECTIO A--A _• PER COVER PR OAST MANHOLE - r — BENCH SLOPE 12:1 3 N4-T SECTION --� _ P- - 3 REQUIRED, x 1 W PENTAGONAL 2 OR HEXAGONAL HEAD, BRONZE OR CAD PLATED �' -h ---1+ RUBBER WATERSTOP -- • , . T EXTEND PIPE INTO � REO'D FOR PVC PIPE MANHOLE BASE-----,-, •• I 1 - INSTALL FRAME 50 THAT ONE BOLT BOSS IS LOCATED MANHOLE AND - - " (PRECAST BASE SHOWN) �'" v - - . i.�,,T OVER THE MANHOLE LADDER. GROUT SMOOTH ---1 _ � -- --� SHAPE CHANNEL TO ^� MATCH BOTTOM HALF Of BASE ROCK __-(_ _ 1 - 6" LAYER MINIMUM) -BOLT-DO WN DETAIL AT SPRING LINE OF PIPE � •�-� _ PPE ( 24� (FOR TAMPERPROOF AND WATERTIGHT) EXTEND CHANNEL UP TU , •,,'= 6". MIN CROWN LINE ON 12 1 - "' --- T /6 3/4' GALVANIZED BAR --{ 3U� kUBppER SKET BATTER —..__._r,,,S,. _�ft ___� �,. GL,BP I N D y' MATERIALS: FRAME COMPACTED 3/4--0 CRUSHED CAST IRON SUBURBAN '.f FRAME AGGREGATE BASE -- --� GALVANIZED: 4"FOR GALVANIZED STEP (APPROX. WT. - 305 LBS.) '"��` • CAST --IN-PLACE MANHOLE_ BASE #6 (3/4" DIA ) GALVANIZED DEFORMED REINFORCING BAR. � WATERTICCHHT GASKET DETAIL NQ7F� REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40 ---— SECTION A-A 1. STANDARD PRECAST MANHOLE St.C,IIUN DIAMETER SHALL BE 48' ryQj 11QIiaS MAX PIPE SIZE SHALL BE 24" GALVANIZED CONFORMING WITH ASTM A-123. 1 TAMPERPROOF COVERS REO'U ON SANITARY OR STORM DRAIN 1. CONCRETE SHALL BE CLASS 3000 COMMERICAL GRADE. MANHOLE WHERE LOCATED IN PEDESTRIAN WAYS OR EASEMENT 2, CHANNELS SHALL BE CONSTRUCTED TO PROVIDE 2. WITALL CONNECTING PIPES SHALL HAVE A FLEXIBLE JOINT PLASTIC: AREAS TAMPERPROOF COVERS FOR SANITARY MANHOLES SHA'_L SMOOTH SLOPES AND RADII TO OUTLET PIPE WITHIN 18" OF MANHOLE WALL. MUST CONFORM WITH ASTM C- 478. HAVE 2 HOLES MAXIMUM. 3 BASES MAY BE PRECAST OR PO..'RED 1N PLACE- 3, SEE MANHOLE BASE SECTION DRAWING FOR BASE DETAILS STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. 2 WATERTIGHT COVERS REQUIRED IF LOCATED WHERE COVER MAY 4. THIS MANHOLE BASE SECTIQN SHALL BE USED 4. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED BE SUBMERGED. FOR PIPE SIZES UP TO 24 . ASTM C-478M. WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE WITH SERRATED SURFACES. 3. PRAMS ANQOVERS SHALL �E STAMPED WITH 5. USE. RUBBER BOOTS IF PIPE IS FLEXIBLE. MANU ACTUr�E S INIITIALS, HEAT NUMBER AND BOOTS MAY BE KOR-N-SEAL, OR EQUIVALENT _ POINT OF ORIGIN. 4 MANHOLE COVER & FRAME DETAIL C3) MANHOLE BASE SECTiON DETAIL 2 MANHOLE DETAIL 1 MANHOLE STEP DETAIL O � I C5 C8 SCALE: NONE SCALE: . NONE C5 CE: SCALE: NONE ': SCAI E: NONE, `� •• U Q CV t NDSC�F ��_._ SEAL SURFACE W AREAS PAVING AA-REAS OVER JOINT �. WITH TACK AST IRON COVER "� 0 0 TACK COAT COAT MATERIAL f JOINT MIN. At SAND = 0 ca FRAME k CRATE ELEV. - ROUND SOLID COVER I INTERFACE (AC PATCH TYPICAL TYPICAL) . E �� E SEE PLAN, STEPS OFFSET ��- MARKED "DRAIN" t0 GA. STEEL CATCH I �p :. AC OR CONCRETE PAVING +� _ _ W/LOCKING BOLTS BASIN. PAINT INTERIOR —' -- & EXTERIOR W/ASPHALT -- 28"x28" HEAVY DUTY .LSI AC PAVING _�-- /r OR OTHER SURFACING �•^ OVERFLOW ELEV. �QT C.-B. BY (LYNCH CO. OR CAST IRON GRATE TOPSOIL do LANDSCAPING �- °UNDISTURBE:D -1 • 1JJ AS INDICATED OR d EXISTING lO;i TO PROVIDE APPROVED EQUAL) aa1 � �06 _ t. PIPE SIZES do SLOPES PER SPECIFIED ELSEWHERE O AGGREGAIE BASE 9" s� DETENTION b HINGED DEFLECTOR TO J - z 4-•+ V k OIL. SEP. pp PLANS 6" C.I. NO-HUB - (10 PER PLANS- C 2. METAL PARTS OR GALV. 1/8 BEND -- FACILITATE CLEAN OUT ` �•.'. Y � O -� STEEL PIPE HAVE ASPHALT V - REQUIRED � C TREATMENT t. ._:_:.: � �- H --- __�_�� AC PAVING 4"- - - - - AGGREGATE CONCRETE PAD EOUIRE CLASS 3000 CONCRETE IN PAVED AREAS ONLY THICKNESS OR BASE 11( LEVELING MECHANICAL PLUG ----'' AS (� CHAIN-200# CAP -- W PECIF IE�7 SLACK WHEN GATE - 8" WIDE X 3" DEEP NOTCH �� . MATCH EXISTING ut COURSE MATERIAL I 4" MIN PAVING THICKNESS- MATCH EXISTING ■� �_ IS DOWN FASTEN \i' / �•\\r GREATERWHICHEVIS � THICKNEAGGREGASS BASE 17Y9I�--�--� � ■— � � CHAIN TO FRAME \\' �+ O ch �. -{>`- - / CAST IRON FRAME E t0 -0 � cr, 6" MIN. \\� TRENCHcD 36" BACKFILL OUTLET PIPE INLET PIPE cn aj Q � z� o INVERT ELEVATIONS — CLEAN OUT GATE PIPE DIA AND - f24` MIN. �'' - PIPE , 0 d PER PLANS , bi LIFT GATE NO. ELEVATION AS SHOWN _. __ ZONE ^' C/C/1-•LG, CASCADE ON PLANS - 12" GAl VANIZEO CULVERT INC - d - - -- PIPE G_ `,� STEEL PIPE �- -- ORIFICE_ PL ATE WITH Y PIPE l - BEDDING '� 4" CONCRETE �. 1.8" DIAMETER ORIFICE ?.4" b _ 1 STANDARD GALV. __�_ _._-.`. -" `- _ " `` _-r TRENCH STEEL STEPS -� 1 - -,�� � ' 4" MIN 3/4"-0" C.R. I FOUNDATION MECHANICAL PLUG COMPACTED BEDDING NOTE CATCH BASIN & I STABILIZATION AS CONSULTING REDWOOD uxeGSUME 80INc GRATING TO BE RATED �6' PIPE 6" I REQUIRED -J- S._� FOR H-20 LOADING --- --�� -,�._ -, _ v � (5W)RN D• OF,A:R. (501 228-392M MIN. 101 OUTSIDE MIN. 8 _ FL01NCONTROL MANHOLE 7 METAL CATCH BASIN C5 C8 SCALE: NONE � �. --- M)N. Cl_EANOtJ '-- BEDDING � C5 C8 SCALE: NONE &�_CALE: UTILITYTRENCH SECTION ALL ALL CLEANOUT MATERIAL TO NONE BE SAME AS CARRIER PIPE. f 5 CLEANOUT y'gA* 6 wtt►�P C5 C8 SCALE. NONE PLACE "C" MIX AC MINIMpM THICKNESS OF 4 OR THE SEAL SURFACE OVER THICKNESS OF THE MiNIMUM TRENCH PATCH JOINT WITH TACK REMOVED PAVEMENT, _ WIDTH ROL_Lt. WIDTH --- MATERIAL AND SAND WHICHEVER R. QQIS PLUS 2 AC PATCH ONLY ASESP_CIFpMPACT tr r w ) EXIST. PAVEMENT— EXIST, PAVEMENT CIVIL k S -- _Z TACK COAT CUT EDGES- �Y�•_-_�__�� 12" SQUARE CONCRETE PAD- I DETAILS e ----CONCRET SLAB ° e CAST IRON CLEANOUT- a 4 M' •g. •' PLUC & COVER 4" a phase PERMIT SET FINISH GRADE _ - d -� a date JANUARY 23, 2004- • • . ��- UNDISTURBED - - - 4 ---- -- SOIL PIPE FURNISHED 4' PVC PERF PIPE-------- '41 - " N4 REBAR O 16-O.C. UNDISTURBED r BASE (EXIST.) Ac CUT TO CORRECT A IN 24`x24" TP,DRAI revisions1 OF GRANULAR DRAIN • "+ EACH WAY BASE (EXIST.) LENGTH BY CONTRACTOR ROCK WRAPPED W/ - - COMPACTED AGGREGATE .+ BASE, CDF OR FULL ----- DRAINAGE GEOTEXTILE -_ DEPTH ASPHALT .4S DIRECTED _ CONCRETE FABRIC RM-- COMPACTED BASE COURSE FpUNpA110N FLOW -�� MANHOLE OR TO STOAIN ° -- +' -COMPACTED TP,ENCH - FOOTING e N9TE : BACKFILL AS SPECIFIED GRAIN SYST. '+ CATCH BASIN DR GRADE - DRAIN ROCK 1. ALL EXISTING AC OR PCC PAVE- -�.._-_---- --- COMPACTED SUBGRADE MENT SHALL BE SAWCUT PRIOR BACKWATER ---- -- -- -_ -- a TO REPAVING VALVE G d CONCRETE PAVEMENT SHALL BE •`� REPLACED WITH CONCRETE TO A e 4 �. MINIMUM THICKNESS OF 6" OR TO TRENCH WIDTH 12 CONCRETE SLAB T14E THICKNESS OF REMOVED (ACTUAL) e _._.__ .-_ _ W _ . PAVEMENT, WHICHEVER IS GREATER. • C3 C'8 SCALE: NONE • ___� _ _.__- _ 3 IF EXISTING BASE MATERIAL protect# 05021 IEMENT S MATERIAL. SHALL, MATCHCEXISIING. O BACKWATER VALVE 24' _ —__ C5 C8 SCALE' NOP�F 9 SUBSURFACE DRAIN DETAIL 1 1 STREET CUT r,5 cs scA1 E : NONE Or C5 CEt SCALE: c 8 _..�..._.__ _....—...._..__. .. MUfdock Jt 41)11 SI120(4-00 lh R of 11 OAA rMT.mpsbr(c N_- s.WTTALt0 a CIO a4 014UM MIWX PK WJ rrrr'•kw:r '-' ...,r.,:�a.,,,.,.....ntKc:"kY''C:96'f'�'.^ —r.. - ,. -. ,.. ... ....... ... _ ....... , �E01911_ITY$TRIP �SCI � � � � � tt; I / rr r} (I r 11111 ttI tl I t;, Onm.;rr - '7 � �-` tC7 12 I;j :n 'A 17 t E t8 20 ?_I 22 23 24 ? d'.>1 -01 F f ' I r,Ph 5 j ql ► r _ y kir I' r F I 1 , 41 .. ,- •;--., ,. ^. .:: - '. - - - ru ,a. .^a.w sm,. Rf++ ry rc.p; t adlt`ofk „t _ ii 0 1! SWC-,:' AMw,+G', ' •e + 4r7�/,Q. �!', '' n%T„ b..: w.Mm idFkWaa +YAitwtaMl�M as ��.�.:ter�.r�.�_.�,,._.�..._. , ,..- . . .. ._ _._.- _. ,. _.._ .. .. .-. _ _ 5...._W. .__... _ _- ,_._ ._._ .,,.. . -- .......�,_.".... - -..4 ,.._.... . �.,......�-.. ._,._.,_.._,-.._.. ,.., _ ...u,.,.,.-......,.....,,..._.,- _....,,.:,,�,�..,�.....,....__.,-_�...�,_.__,._,.,::...:...._,..";..�.,,..... ..^,..�,-_.,_....",.,. .A.,..__..-.�..�..�.......:.._......,.r-.. .,,..5, z. - _ REINFORCING BARS WITH GENERAL NOTES: MINIMUM 6" OVERLAP RADIAL FLOW 8' OUTLET FOR PERIMETER SLAB CARTRIDGE PIPE STUB (SIU) 1.) STORMFILTER BY STORMWATER MANAGEMENT INC PORTLAND, OREGON (800/548-4667). (By CONTRACTOR) O 2.) CATCH BASIN MUST BE SET LEVEL. 3 ) EXTERNAL PIPING AND COUPLINGS 10 BE PROVIDED BY OTHERS. DATA BLOCK DATA BLOCK DATA BLOCK ARCH ITEC7URIE i INTERIORS PLANNING 4.) FLEXIBLE COUPLING TO BE USED AT INLET & OUTLET. FERNCCI OR ENGINEER APPROVED. 5.) PERIMETER SLAB TO BE PROVIDED BY CONIRACIOR. ONE --- CARTRIDGE STEEL ONE-CARTRIDGE STEEL OIIE -CARTRIDGE STEEL 10, 6 ) STORMFILTER REOUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE CATCH BASIN STORMFILTER CATCH BASIN STORMFILTER CATCH BASIN STORMFILTER 4 MANUAL FOR DETAILS. STRUCTURE CALLOUT ID B4 STRUCTURE CAL[CUT 10 C8 B2 STRUCTURE CALLOUT 10 CS 83 A 7.) CATCH BASIN STORMFILTER STRUCTURAL SPECIVICAT!ONS- -- ­­ - c" clw 1� WATER QUALITY FLOW (CFS) WATER QUALITY FLOW 0-02 CFS A ®l 4 A LOAD RATING: 20.000 LB. 0.02 CIFS WATER OU"LITY FLOW (CFS) --0.02 CFS uj < CONSTRUCTION: 1/4- STEEL PLATE CONVEYANCE -FLOW (CFS) 0.1:5 CFS CONVEYANCE FLOW -uces) 0.15 CIF CONVE)'ANrF FLOW (CFS) 0.15 CFS �N PERIOO OF PEAK IF LOW REP '4N PERIOD OF PEAK FLOW 25 YEAR uj COATING: CORROSIO14 RESISTANT, ALL SURFACES RETURN PERIOD OF PEAK FLOW 25 YEAR 4ETU 25 YEAR MEDIA TYPE PERLITE PERLITE MEDIA TYPE PERLITE 4 UNIT WEIGHT: 650 LB. MEDIA TYPE INLET GRATE: DUCTILE IRON RIM ELEVATION -- R264-66 RIM ELEVATION R264-63 R:M ELEVATION R265.30 (CKCK, RAM - IE-0U7 2.3') 1. DL4UETER (CHICK. 114M --IE-OUT • 2-3) L DIAMETER (CHfCXL NIM 2.3') I.E. DIAMETER 4 4 PERIMETER SLAB REQUIRED -ijiLff STUB 262.70 4' DI INLET ST-UB - z C., lw 262-33 6" DI i6-300 -g`.-D--i OUTLET STUB 262.36 6' DI OUTLET STUB 0 V L u The STORMWATER MANAGEMENT CONFIGURATION CONFIGURATION: CONFIGURATION: 0-� I -----,U I U) Stormfilteio OUTLET LIFTING EYE (TYP) U.S. PATENT No. 5.322.629. 4 OUTLET OUTLET 0 0z No. 5,707,527, No 8,027,839. q0l No. 5,824.576, AND OTHER U.S. AND FOREIGN PATENTS PENDING A*J- INLET PIPE u, SOLID UD INLET GRATE STUB (OPTIONAL) INLET CATCH BASIN STORMFILTER PLAN VIEW OPTIONS (AVAILABLE AT EXTRA COST): OPTIONS (AVAILABLE AT EXTRA COST): OPTIONS (AVAILABLE AT EXTRA COST): OUTLET STUB OTHER THAN 8" DiAMLIER OUTLET STUB - OTHER THAN 8- DIAMETER OUTLET STUB - OTHER THAN 8" DIAMETER OVERFLOW M INLET STUB [] INLET STUB INLET STUB PERiMETFR SLAB WEIR CREST 3,000 PSI CONCRETE OTHER OTHER: ❑ OTHER: (BY CONTRACTOR) ---...-INSIDE RIM INSIDE RIM TO INSIDE OF RIM 2-#4 REINFORCING BARS 1 7/8- 1 7/8" 1 7/8' 4'- (BY CONTRACTOR) 6- STORKWATER STORMWATER FILTER STORNWATER Q� C INLET MANAGEMENT INC. MANAGEMENT INC. MANAGEMENT INC. CHAMBER 2'--3 3/4- 12021-8 N.E. AIRPC*?f WAY- PORTLAND, OR 97220 12021-8 N.E. AiRPC)RT WAY. PORTtANL�, OR 912.20 ?;?021-8 N.E. AiRPORT WAI. PORTLAND, OR 97220 10 (2.3') (503) 240--3.393 Fix (50J) 240 9553 (50J) 240-3393 FAX (S03) 240 9553 (503) 240-3393 FAX (503) 24C- 9553 Scum BAFFLE 0 0 8" OUTLET PIPE mum STUB (STD) c 14T VARIES OVERFLOW CN WEIR WITH - FILTER INLET/OUTLET CHAMBER CL.LANOUT CHAMBER FILTER R CLEANOUT OPENING OUTI F7 cn C4 IN OVERFLOW WEIR 11/16" 1 3/4- 0 o 0 0 CATCH BASIN STORMFILTER - SECTION VIEWCATCH BASIN STORMFILTER SECTION VIEW E SCALE; N.T.g.- CO uu ad cz 0 Ln 0 u) THRUST BLOCK (D SEE NOTE 4 L0 MUNICIPAL APPROVED RETAINER GLAND- BACKFLOW DEVICE Q) O-SEE NOTE 3 0 < SPOOL FLGx PE SEE NOTE I FLANGE COUPLING ADAPTOR FLOW Aw LADDER EXTENSION SMALL. CY.ILND 40' 1 (INSULTING ENGINEERSINC. ABOVE THE TOP RUNG OF LADDER 6850 REDWOOD LANE, SLIME 300 NOTES: (HORIZONTAL) VOLUME OF THRUST BLOCK PORTLAND, OR. 972Z4 BEARING AREA OF THRUST BLOCKS IN SO FT IN CU YDS (VERTICAL) I'lj (503) 226-3921 FAt (503) 2213-3928 6* MIN 1 CONTRAC'.OR TO SEAL All OPENI 4'5 22 112* 11 1/4' FITTING SEND ANGLE YFITTING -1 TEE 91j' BEND IN VAULT w/NON SHRINK GROUT, SIZE -LADDER MELTING OSHA SIZE BEND BEND BEND 4i. 22 i;T I REOUIRLMENrS ATTACHED LADDER SUPPORT TO INSIDE --- --4- -- 11011 . 2, CONTRACTOR TO !NSTALL CONCRETE 11 4 BALLAST 3cu yds MIN AROUND BASE SEE STANDARD DETAIL FACE •OF VAULT COVER OPENING AS SHOWN 4 1.3 le 10 10-. to­ 11 1 R CENTERLINE OF RUNG MUST BE SET OF VAULT WHERE FLOODING OR HIGH I.SECURE POWER CORD TO SUMP 6 2.8 4.0 2.2 11 10 6 27 GROUND WATER EXIST. 7' FROM FACE OF SURFACE BEHIND RUNG PUMP, DISCHARGE PIPING w/ 8 50 7.1 3.8 2.0 1.0 8 4.0 . 1.5 0.6 NYLON CABLE TIES. ---- .5 CLEARANCE BETWEEN WALL & DEVICE 12 11.3 16.0 8.7 4,4 2.2-.- 12 85 3.2 1.1 8'MIN. l2rMAX EXCEPT IrMIN, grMAX 2.MANUFACTURE GRATE W/CUTOUT A L 16 201 284 154 7.8 39 16 14,8 5.6 2.3 -k FOR 660-WA VAULT, NOTCH FOR DISCHARGE PIPING 4 GRATE SHALL BE REMOVABLE 20 31.1 44.4 240 12.3 62 1 4 THRUST BLOCK 12'MiN THICKNESS . PLAN WITHOUT DISASSEMBLY OF 24 .45.2 64.0 173 t.XPIRCS 6/30104 5 DETECTOR METER 70 READ IN CUBIC DISCHARGE PIPING. VALUES JASID 04 eW PSI FEET 3.PROVIDE POWER SOURCE kl-' WATER PRESSURE AND tom Psi I -DRAIN TO CURB OR REO'D FOR SUMP PUMP. SOIL XCARfWA C01ACITY GRIJUND L INF STORM DRAIN i-� i ` \ .f MIN frMAX -18' T&G OR BAGS .�; _ I ( Pt.-AN ROUND CATCH BASIN w/FABRICATED GRATE, CIVIL DE F -4 1'- T PI rMIN.-" TAILS T I Ir T&G OR B&S V-1 ROUND CATCH 13ASIN -- -- -- - PROVIDE 15* CtR /FABRICATED GRATE, CLEARANCE ON GALVANIZED AFTER phase PERMIT SET OPENED 0S%Y -ISOLATION BALL VALVE TO ANY OBSTRUCTION I ! ( � PI VALVE ON EITHER SIDE MANUFACTURER!NG I cj OF LADDER VERTICAL,. BEND JAN JARY 23, 2004 r-INLINE CHECK VALVE CLEAR TO /-I',OLAT!ON BALL FITTING ROD revisions P)l I/ ­ ­ ) I VALVE SIZE SIZE EMSEDWNTI TO ANY 4*-12* 06 30' OBSTRUCTION INLINE CHECK VALVE 147:16 08 36' /-RODENT ATTACHED LADDER SCREEN SUPPORT TO FLR CONCRE(C BALLAST STANDON' NOTL SEE N07E 2 0 OF VAULT 44 I I I I-- -A "PIPE STAND TEES, I*:NDS AND IN TO DAYI.IGHICti I� THRUST OLGr-KlWj AT ALL .(TYP)-- - TL� DRAIN u ENDS OF PIPIW OR INSTALI, SUMP 0 21 CONCRETE BLOCKING TO BE PULW-D AGAINST PUMP SEE CONSTR DRAIN TO DAYLIGHT OR -------- STDS FOR PUMP UNDISTURKD EARTH al-RAIDUE- BLOCK PROVIDE 1/3 HORSEPOWER SPFCIFICATIONS 3) ALL COWRETE TO BE CLASS 3M SEE DETAIL No 200 4) INSTALL 12 "IL TOTAL THICKNESS POLYETHENr SHI r- STAINLESS STEEL. SUMP PUMP SIDE VIEW FRUNT VIEW. SET CATCH BASIN IN 4' MIN CONCRETE--- Mt"D FITTING SECURE SHEET ENDS TO PREVE14T UTI-t y UTILITY ELEVATION I SEE STANDARD SUMP DETAIL ALL AROUND SUMP USE NON-SHRINK INFILTRATION OF DIRT BETWEEN SHEET AND PIPE proOd# 03021 BILCO LADDER SHALL MEET THE ALL FITTING PRIOR TO PDAING THRUST BLOCKING SIZE VAUL T VAULT L OF OSHA AND SHALL BE PPAVIDED WITH TOP P' AT VAULT FLOOR. SET TOP OF WTH FDC 1 W/O FDC_ DOOR b A LADDER C CATCH BASIN GRATE 112' BFLOW FLOOR 5) PROTECT MECHANICAL JOINT FOLLOWERS AND BOL I ­�- Dc 1; , EXTENSION IN ACCORDANCE WIT14 RODENT SCREEN- FROM CONCRETE WITH TEMPOARY FORMS AND 3 577-WA---i7 -�/A J-5AL DISTRICT CONSTRUCTION SPECIVICAIIONS FINAL GRADE POLYE7$CNE SHEETING SEE NOTE No 3 LLU)IN-110N 4 577-WA 577-WA J-5AL 676-WA L 676-VA e 667-WA 687-VA JD--3AL G5('g' THRUST BLOCKING 0 DOUBLE CHECK OETECTOR ASSEMBLY 4C VAULT I-ADDER INSTALLATION DETAIL SUMP PUMP DETAIL I -1��O - JD-3AL k_�iIIk - -..I----- SCAt F- NTS 5 9 SCALF: N"�, �r- SCALE: NTS SCALE: NTS C9 0 'OR UQUAL' APPROVED BY ENGINEER (cD �D-4 Murdock ht Y.-i(Al SIT20(j4-(x1)06 1)of I I ................. *"NkMJ MMI0 qmqi�IT:i5wiw-�T-Mq-17777,Tsj-77'7t! 4 5 P- IC 13 14 1 is 19 20 21 �l -P-4 2 4 P'� 2'S- 3(7 ;d" Now 1;91 OF, j ? T262 ,11 II .-Ii I 11016111"IMN 100, milloollomol'o f',.. 6r"iYS.. r�e r • S, PARALLEL IyIPE INSTALLATION TYPICAL SUBSURFACE DET/RET CROSS SECPIION 1_ IIOTy&D2 �; PIPES SHALL HI<RIGID PVMT ) INSTALLED PER LOCAL STANDARDS AND REC•ULATRONS H Y M 1 FLEX N •+ tN LEW OF LOCAL STANDARDS, REFER 10 ASTM D2321 GROUND SURFACc ---.-- -"""_`-- .-- '`� '•' ADS N-12 OR AASHTO SECTION 30 FOR INSTALLATION GUIDELINES �~` / OR HC _-- tri•. - \/ .. - + 2 MINjuUm-1LQ H MINIMUM RECOMMENDED DEPTHS OF COVER FOR VARIOUS LIVE LOADING CONDITIONS LRE SUMMARIZED IN THE FOLLOWING TABLE UNLESS -_- -.. UNDISTURBED OTHERWISE NOTED. ALL D*AENSIONS ARE TAKEN FROM EARH F NAL BACKFILL THE TOP O► PiPE TO THE GROUND SURFACE EARTH w`K. `Xax r• ' Sam Xxm N c t ,fNDISTURbED �/ Z. EARTH \ '+ - � �� \; W 3 �(����5r.1�.�&y��AC�L�AyJI�LA, MINI�M/U�M[pRECOMM,E�N�DED i]AIJ{LU]P_3c�C.S811sm h]Lii'a•HT1.;L11r•LL \ .•�,'. _ '���L'JO H25 (FLExetE PAVEMENT) 12 L3OOT d H25 (RIGID PAVEMENTI 12 ;300) CLASS I OR 11 MATERIAL LBEDDING 'CLASS I OR 11 MATERIAL) W Ee0 RAILWAY CONS 2♦ (61G) FILTER FABRIC PER ASTM D2321, LATEST EDITION, = 4• MIN FOR 12•-24' N-12, 42'-60' HC C ^' INITIAL BACKFILL.150-30HEAVY CONSiRI)CTION 48 (t22U) a AGS FPE � �g•-12' (6 50-3001010) (WHERE REQUIRED) COMPACTED !N MAX 8- LOUSE LIFTS = 6• MIN FOR 30'-48' N-12 a ABOVE TOP OF PIPE. 'TOP 0, PIPE TO 1101TCW OF StTUM114UJS PAVEMENT SELTION TO 95% MIN (IF MAX SPD Z __ _-- __ ___ -_ •_-_-__ • IS , P? ■ 12- FOR UP TO AND INCLUDING 48' N 12 0 v w "' HAUNC»WG, TO = 24' FOR 60' N-12 ' _ I SPRWGLINE OF PIPE NOTE: TRENCH SHALL BE SUIFICIENL TO INJURE PARKING O FDR LIVE 1_EIAD INSTALLATION., PRGVID£ 24' COVER FUR 42'-60' N-12 1 ROOM TU PROPERLY AND SAFELY PLACE AND COMPACT MAUNCHWL BEDDING MATERIAL AND OTHER BACKFILL MAiERWLS. THE SPACE BETWEEN THE PIPE AND TRENCH WALL MUST BE WIDER THAN THE COMPACTION as SEE TABLE 7 v n T EOULPMENT USED IN THE PIK ZONE TRENCH WIDTH IN i FOUNDATION UNSUPPORTED. UNSTABLE SOILS WILL DEPEND ON THE Siff. Of - -- - -- - X �•---S- THE PIPE. THE STIFFNESS OF THE BACKFUL AND INSITU SCAL. ANP) NOYIDIAI. DIAMgm MINIIMUM MINIMUM IIINOTES .., !2 THE DEPTH Of COVER THE TRENCH SWILL BE EXCAVATED TO �. THE MOTH, LXPTH AND GRADE AS INDCATED ON THE PLANS ISM � --0.60: -- A 1. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN AND/OR GIVEN BY THE ENGINEER _- _ a o APICAL TRENCH LRS__._��Q-TIQfy !6� O.e1!' 1.01 ACCORDANCE WITH ASPM D2321, "STANDARD PRACTICE FOR UNDERGROUNDIF (N.T.S.) - --- 1.0 - INSTALLATION OF THERMOPLASMC PIPE FOR SEVERS AND OTHER GRAVITY p n 16" _0.74' 1.10'^ ~ FLOW APPLICATIONS", LATEST EDITION. _ 24" 0.64- 1.67' 2• MEASURES `�HOI'LD BE TAKEN TO PREVENT MIGRATION OF NATIVE p -- - S in 30" 1.6'- 2.23 FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 1 -.2' 12' -_ -__- 38w _ 1.6' 2.Ot1 �15 _ 9' 4>t' 1.6 2.10'+ 3• FOR MORE UF:I'AILEU 1NFOF'MATION, SEE ADS TECHNICAL NOTE 2.120, 2� 14' - 90' -- - - "STORM WATER DETENTION/RETENTION SYSTEM DESIGN". 3o "a _ 1.6' 2.11' 36 1 _-�' its' d0' 42 -ia' 4e is. 69 TO* WIL 31nGIW 117M64 Ati4MM 'Aw•ATCCD OIN•ft-It 2.71401 •PC (""'1.rs .•IrIMAe' I xW s'..+rAIIe1D saes O Lee1I8 'ADY.otcro a11MAAu s•LTLmf.4101 6'66x'1 •As rA1crARta REVISIONS TYs TIMUA 011416 to aINX141.11 ADs 14CU,W MXFJ.ra,r.Alw OF 113 P4vQM'/s REVISIONS 1N5 STAIAlAN7 aTY. IO OlMWs71A1R ADS'RLCamAArup.O AKtKlAtlal Or 1%MQMIC!S --•. _. FOR 1,Pr 012'41'41 ti WPICA'Wk w AODTrp, iO'as arUOAM."IA7q. 1.4011 mA, ■ rare•• DulcTto Arr1A11oY w AOOITgN To 6(16 KCDMA[ALLAnoFq, 41266E AIT K BY DATE aYER ANr srk surf M torr sreesuxss PYA, AAr FsnARYT ST i.re A/rRCJ•.]1 By DATE Or„r•MIIamA STA,[ 011*k Me0•IGT10M M KC ri WATIO k +Yrs A1•rLTCir10Y -' AM StArAMM 0(166 6 Aol INTtwlD 10s AAP wow.. S/AN a Lor., • I'�e.FiCA? 4 PAID AEY.WCa"0106 41110 .TADSL AAQu"INKM Fl IE+41ED 00 AOS s1AFOM)oE+AO a ARO,wnmxO to SUPERULK AAI,q►rlllw. sur[ OR IOW. VecrluraN6 APo ADS Kc'OYt WX rwLr MOM WOU/RMENTS K IWWWD 410 N.wN•I;.,MIAA,MA 1017[.6 •.0 -_ CAAehw,0 P'RAx1 tO T•4 .11 FIAT r. CO AEx Pv1Lft%I.ICTs N Nb/0T FIROM Mjtu APA) •r •t41YAC•L 7•AwA01 tR,s0.rrs r C00AA TV A1110A 10 IHC WSUL1ATIM OF ADI' •.ODUCTS AM SAS TOT fAAM0117[D. Pm IT www •fIP4)F�et OA wo; 1 KARe NO KsnO41t/11UM1 roll. Ah, III MSA/A hICMTid11 f11 aA►r10Vs 411010 T1•I KAm PAD AEvomumi" root.AM RIMSONI.ALnwnoYs an tPENATc"s room tws - s+rUwlo on,Yl' IYw n rrr�Yw n 01.0141 r sTMarvr 414166' K.Y.J 5-7-99 P X C. 7 99 S•TD 105 --- J KiU :i-17-� PIC a e-99 S'IU-70. TYPICAL RISER AND CLEANOUT DETAILS Q CLASS I DR 11 NATO A. O Ln • PER ASTM Dt721. LAtI t 01TION UN/ISTURKD 'c O -COIMACTIT D IN MAI[ 9' BIOSE LItIS EARTN U_ N To +s)1 MIN a MAX s+•a N • Il, rtii" CONLREIC COLLAR GRATE AND FRAIE (HHERE QtQUIRED) PAS REWIRED) CO r---�A �--•-�a _.j r ___ _ /�� `! .- -- -'-' SIR 325 SOLI7�1 LL W � _ WKS -�_ HDPE (SPECIrETE � � _ CL.talcu �. ,*.� 0 i Ounce ., 0 % E RLDUCLR j •' CIiAN OUT (TY*ICAW - - -- E LATERAL 9tF BLEND _ UNDISTURRE.D- V E'AR t N },. / r 40iNGot E co -0, B m JA I �--+ CLASS 1 OR If MATERIAL a CLASS 1 DR 11 w►tERIAL 1 IEP ASTM W.121, ATEST EDITION. - 4' MiN FOR 12'-24' N•12. 42'-60' MC O C:AI/ACTED iN *,% 9' LOOSE SPD • 6' MIN FOR 30'-36• N-)Z TO 4!,% M,+1 OF MAx SPD 4w 0 'Coo CONCRETC Cfx1-AR -LID (AS REQUIRED) to r- M (wdRE REQUIRED) - Y0101111110111 CD 'd" i3m M CD .SOLID WALL MOPE CLEANOUT V � <SIAECIrr DIAMCTrR) -- E � C � -•- -._._. f LATERAL. 1 j AA,ATrwAMl1_9 'ADIYKID WARAQ e,STEM6 FPC CADS").PRS+LRrARD UNDfTIUARTH 1-BFUDikGot Poll nAPr rlat�trn� w AWMC%To AN MI. m0na Tore T"" 10it'or its Kn OT-00%AIVOIA,. %?&?I MR Took 4N(,Vwai n 'AAT hot 011ra FENT ro•ws.Igr.A•1DrT APs•rwvm or,M h me, NrErwO 10 sL/f.wAK AM M 10004, "Art N. Loch \ 7! oftor'4Teks.AAI.,ADS wooldiENDS T1M1 T/rt1RM RE01Aq YLMS III jwww o An 1 C%VMA,[O� !0 TMI rf!AUAna Or 14" PROM'S ALTS 44 R0• AVTI•M1TED. Im R •. •✓ K^n x RMSPrq/RRT POR, AM A[YyIOQ,, A.TIMArtlYS M WVPAT1O1rs rRo11 TAr4 -� s!rnA1rO CLASS 1 IMI 11 MATERIAL • CLASS i OR 11 MATERIAL -- ( Cl[�{SE'(,[irlG ENGINEERS INC. t,LII ASTM D?3PI, LATEST ED1,10N.._•/ . 4• MiN FIV, 12'-24' N-12. 42•-60' NC ------- - :OMPACTED iN w►x FI• LDO;E LIFTS PF 6• MiN FOR 30. 36' N-12 r R>IMIBIOK$ ARl10 XDW00D UNE. SU= ae0 tD 99% M'•N O)• MAX SPD �• - _---- - -• � r By DATE PORTfANO, OR. 9lYYI 1.14 1503) 220-3921 FAX' (503) 226-3980 rsrtYs k 40' BY.ND -1" CIlAN OU7 (TYPICAL) www 11;; IR ~^ r lau a _7" Pic'"' e•e-99 ST'D-7�'1 FFWURi WATERTIGHT MANHOLE CONNECTION • 1 SUBSURFACE DETENTION SYSTEM LAYOUT PRECAST MANHOLE GASKET C5 L10 SCALE. NTS R�B. w A U4t �w coort GROOM SURFACE AND rWN EXPIRES 6/30/04 • . ,-.__��_S �..1__1._.Y_-_i_ • •-_.y\_.-...__. __..-..i-TSS-+L_L_1._1._-* • .t I A • • CLASS , 00 A WACRIILL. AS!Y CIVIL /� V 1! 01321. 1-010-ACTED " !' ?OOH-) am tJ I ♦ 1 OWIN /ci 1, IAN Or ff 1AAr SPO DETAILS • rrnrx MAJPN,xf phase PERMIT SFT B, KOr OR FOU,Y • date JANUARY 23, 2004 AOS N-I I •/ � '1...-ADw.rR rlrnvc \ tAA1•AOl[ ori � ��-' I/PEDr4TUR9E0 fARIN-� J (MAeNc fTA1(fiR i` revisions RLSLAIE @W-Xr,LL IS PLAL:CD ' -OUTS10[ rT[r MOER Pr{ AND PROPErtr ALTS M-1 i • -- CCMrPACtiO 412' f5rl�'•^I --- --- �.l rafNorltlaM rv.w[AAr1oN- M YEW TRENCH GR.=-�Ti0N NOTES ;a s T MAXIMUM INSERTION ANGLE IS 7 DEGRFFS prOje(;t �3Q2� _ t 7 PRFCAST MANHOLE GASKET TO BE SIZED FROM OUTSIDE DIAMETEr OF � t• ADS ADAPTER FITTING (SEE F7rrINGS MANUAL_ DRAWING 3106 AND 3108) Rs t, R Ib�rl JM r�I EDS sIM�A1QL[16s.�lfc�emt "ANMK[D DAAP41a ssnms. Pw t"AL") +5 PRroAwr �'•_• REVISIONS )fid r •- :,. ,. 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SEE 5HT E4.1 •-__..._..._ _ .�` _ ... -�.� \.� . 1 o c� �� ,.. / .N..., O NT f BUILDING 'B' a \ / •�______ -_- _..-- �5%k30UT INTO (E) MECH/ELECT RM, �f v VERIFY EXACT LOC'N � - •—^.. 'yam JJ ,EaEq PRgrE!� S � ,� •� I ��`5 �16IS91 OREGON r 20 QUI 1_.U I NCS 'G' t. f Consulting Engineers \�,0 /,- 2007 S E Ash St. 11 Portland, OR 97214 \1- ,�. . - PHN 503) 234 0548 AWHOR BOLT5 01PLIED A FAX (503) 2,34 -06.17 POLE ----.---.__------ I I WITH LUMINAIRE POLE. 1 W.�IWII WIA ENG COY / INSTALL PER MFR'S IN5TRUGTION5 IX GROUND BU3HINC�------� --POLE BASE C(7VER f.-.RriUT UNPFR PCI E BASE �. POLE BASE I i ----PROVIDE DRAINAGE WEEP HOLE � I ---TOP OF BASE TO BE FLUSH WITH � - FINISHED SURFACE f'�AN NOTES N3 HOOP TIES-- t COORDINATE. EXACT CONDUIT ROUTING WITH ARCHITECT AND GIVII ENCi1NCER. 12" OG MYP) k e I a, e RESTORE- 517E TO ORIGINAL CONDITION. � � r P 2 ROUTE CONDUITS TO BLOC-+ WITH NFW WATER LINE. SEE- CIVIL_ DRAWIN-6. r_ O coNNFC.'r TO SPARE 2OA/IP CIRCUIT BREAKER AT PANEL A5 INDICATED. CONDUIT --�� ;� 1 2„ phase PERMIT SET' I 1 OCIRCUIT NUMBFR5 ARE 54-40M FOR CLARITY ONLY, CONTRACTOR 15 TO VERTICAL REBAR. � date I JANUARY 23, 2004 � VERIFY ACTUAL_ !.ONNF_6TION POINT. (6) 06 ON 20" DIA --- _I 0ROUTE CIRCUIT THROUGH EXTERIOR LIGHTING C.ONTROt 'F l_G, 5FF DET. �3/E 2.1. 560* CONCRETE feVIS1011S1 - 4 3 'PROVIDE 11.6. r ONDUI T!5 FOR THE FOLLOWING 5Y5TEMr-) Fc�l1NDATION - (0-2" SCH 40 PVC, DATAITELFPFIONE -- - - -- - \✓ r ' (I)-2" 5614 40 PVC, FIBER \ (I)-I' SCH 40 PVC, SEC-URITl - - -_ -.-- (I)-2" 5GH 40 PVC, CATV DIAMETER \ (1)-I" 5GH 40 PVC! HVAC_ WNTROL DIAMf=1ER - \ (I)-2" 5CH 40 PVC, FlPr. ALARM \ (I)-2" 56H 40 PVC_ INTERCOM POLE BASE D E TA I L (2)-2" SGH 40 PVC: SPARE � 0 VERIFY STlIEW LOCATION IN C1_A5SROOM POPS, EI.( SCALE• NTS . prolad# 03021 _ _ ._._ ELECTRICAL SITE PLAN ; � ELECTRICAL SITE PLAN - Murdock Nt v,uu El � 11 of 11 ..ffi, .-;,_tl II TI � i .I I t ILII . I1, .I. to ILE0 161 I I IBILITY f3TR C fll b �S 7 I li�IO�nMrl C_,1 i I 13 14. IE 17 F? 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