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14650 SW 97TH AVENUE-15 sal, �N ! 1.1: rr' OFFICE COPY O Twa V ■ lOddle Addsitnions Perm ' Se6L OWNER w � � G Tigard-Tualitlan SD 23J 6960 SW S3ndburg Street Tigard,Oregon 9' Oregon 97223-8039 f (503)4314000 f (5031431404714650 SW 97th Avenue , Tigard , 9��24 PROJECT MANAGER Cornerstone Construction Management 5410 SW Macadam Avenue#250 Portland,Oregon 97201 t: (503)295 0108 f (503)295 1896 CONTENTS CIVIL ENGINEER -- - -_ SJC Consulting Engineers 6650 SW Redwood Lane,Suite 360 Portland, Oregon 97224 CIVIL ARCHITECTURAL FOOD SERVICE STRUCTURAL MECHANICAL PLUMBING ELECTRICAL_ (503)226 3921 f: (503)226 3926 C1 EXISTING CONDITIONS A0.1 FIRE AREA/CODE PLAN K1.1 KITCHEN S1.0 STRUCTURAL NOTES M2.0 MECHANICAL DEMO PLAN P2.0 PLUMBING DEMO PLAN E1.0 ELF_CTRICAL SYMBOL LIST LANDSCAPE ARCHITECT C2 DEMOLITION PLAN K1.2. KITCHEN ELECTRICAL ROUGH-INS S1.1 TYPICAL DF T AILS M2.1 MECHANICAL PLAN P2.1 PLUMBING FLOCR FLAN E1.1 ELECTRICAL. SITE PLAN Atlas Landscape Architecture C3 SITE PLAN I A1.0 DEMOLITION FLOOR PLAN K1.3 KITCHEN PLUMBING ROUGH-INS S2.0 FOUNDATION PLAN M2.2 MECHANICAL ROOF PLAN P6.1 PLUMBING DETAILS AND SCHEDUL- E1.2 ELECTRICAL PLAN - LOWER 14L00R 320 6th Avenue, Suite 310 C4 GRADING AND EROSION CONTROL PLAN I K1.4 KITCHEN HOOD DETAILS S2.1 ROOF FRAMING PLAN M3.0 MECHANICAL SECTIONS E1.3 ELECTRICAL DEMOLITON - GROUND FLOOR Portland,Oregon 97204 1: (503)224 5238 f: (503)224 5239 C5 UTILITY PLAN ! A2.1 ADDITION & REMODEL FLOOR PLAN K1.5 KITCHEN ANSUL SYSTEM S3.1 WALL ELEVATIONS M6.1 MECHANICAL DETAILS E2.1 LIGHTING PLAN - GROUND FLOOR C6 CIVIL DETAILS A2.10 ROOF PLAN K1.6 KITCHEN WALK-IN DETAILS S4,0 FOUNDATION DETAILS M6.2 MECHANICAL SCH; uvLES LIGHTING DETAILS ARCHITECT C7 CIVIL DETAILS K1.7 KITCHEN MILL WORK DETAILS S6.0 DETAILS E3.1 POWER PLAN - GRCUND FLOOR C8 CIVIL DETAILS I A3.1 EXTERIOR ELEVATIONS K1.8 KITCHEN STAINLESS DETAiLS S6.1 DETAILS E3.2 ELECTRICAL DETAILS Dull Olson Weekes Architects C9 CIVIL DETAILS i A3.10 BUILDING SECTIONSE3.3 ONE LINE DIAGRAMS 319 SW Washirgton Street,Suite 200 1 A3.20 WALL SE:'TI:;P%S PANEL SCHEDULES Portland, Oregon 97204 t_ (503)226 6950 f: (503)273 9192 E4.1 SIGNAL PLAN - GROUND FLOOR A4,i FLOOR FINISH PLAN FOOD SERVICE LANDSCAPE A4.2 EXTERIOR PAV!NG PLAN i ENLARGi:D PLANS/PLAN DETAILS Ray Soucle Associates 2305 SE 50th Avenue-2nd floor L1.0 PLANTING PLAN A5.1 INTERIOR ELEVATIONS Portland,Oregon 97215 A5.2 INTERIOR ELEVATIONS t (5�3;z36 8566 f: (503)233 4130 A5.3 INTERIOR ELEVATIONS STRUCTURAL ENGINEER A6.1 REFLECTED CEILING PLANr Nishkian Dean 319 S14 Washington Street,Suite 720 Portland,Oregon 97204 A8.1 FRAME TYPES/DOOR TYPES t: (503)274 1843 f. (503)273 5696 WINDOW& DOOR DETAILS A8.10 ROOF DETAILS/EXTERIOR DETAILS MECHANICAL ENGINEER MFAA9.1 INTERIOR DETAILS Street 2007 SE Ash Street A9.2 INTERIOR DETAILS Portland.Oregon 97214 t: (503,234 0548 f (503)234 0677 ELECTRICAL ENGINEER MFIA,Inc. 2007 SE Ash Street Portland,Oregon 97214 1: (503)234 0548 f: (503)234 0677 r 1, I o n .: CN N CD -STT o �. 4 o Qts' `♦ %'.i•a 'v ..1 r - ( �� - . 77 i 1 1 r-rr..r,,,,*„ ! -.i08• �y1 ,1 rte + _ '.;'^ _ t' _ .f,._- -1 �\ y 4k .� Q r.. ' ...,,FlweMw:s�rs.mrc�sl:sraA:'-•. _ ►�� T44"� r ArPROVEDMt; U 4 O UN� ;Titl1C1t1RAl. 'Al(1 V aPEC'IFICATIOTI ft K GF.OTFC"RF POR T co } ;� .-• K pMISC DOCUMGv1; w, VICINITY MAP EI An A V CITY OF TIGARD � ���1 1 °j r1 ! AWroved..-S�. ..� wC.�............._...... WW 1: DEC 2 4 2003MAI- I .� V PER" MIT SET � r onb ,M worts est,lexcrtbed 4n f D h - OD GI7Y OF t!GARU � E b �,, ►��,r ho Op-�LP� PERIOTNO,_5_�.3 . GU 3 ... ! `� BUILDING I71VI510N m. � G Sse Utter to:FoNow _ ..., . .... ..( Q) 0 CIL _ - Job Adik"S �LJm !�"! i�. � i --•- ��_ -_ _ _ _M--__-___ �._ - -- -- -'�� - BM,J� 'Jt� AL SLI ,, DMS 1: IT2003 1 03, \`f t 49 FFICE COPY .:. .=:. , 1�lNw..•wah:r..•,.. ,..;--n,-i..r n,..,,,u.Nx+w.+.....,.. • ..... ... xM!••sa• .v.w••rrw:x• .... _ I Ilk y,' .....x«.rr+-.,.r...,...•..mom..,_.-w...•..�_..:.... ,, w....ww ..r,• .....,..,-.q.,..,.._....,.._..y. to hil ` ` IlIlio 111 I f 1 1, 1i I t�l IIL.EOIAl1-117"r STRIP i4 F 9 A c, 13 Ila !9 17 f® 19 21 122 123 2e 2!t 2c 217 28 9 I I : I•. i t 4 i i` "1',;141 + �il'I1� 1ItI'1 di `� NN,. ayl•aL� „`: I �:�„����I� - I 1 .� �41 . Il '�!�d�t�i�s�,�!.t !�4�;1�,�1!�1. UU:�1:�1�1:4�1.�1,��1Idl�l1,1(all:,'u, lCi�d:,l 'w,�• .�!!�'I;1,'. !10 yr x : �a I I , : I "I .. 7. 1 NOTES 1 BASIS CF ELEVATION5. TY!O INCH BRASS CAP IN MONUMENT E.IX AT THE 1/4 \ �' / GUAR}`LR BETWEEN SECTIONS 2 AND 11. WASHINGTON COUNTY STATION DESIGNATION /� r / �' �� 4<1 IS GC 022-047 ELEVATION IS PUBLISHED AS 236.10 FEET AND IS BASED UPON r p, 77 C� NGVD'29. vJ �y - 2. BASIS OF BEARINGS: THE CENTERLINE OF SW 97TH AVENUE, SHOWN AS NORTH T 01'44'00' FAST ON PLAT OF COUNTY ROAD NO 1982, WAS USED AS THE BASIS OF moi-\ //r BEARINGS FOR THIS MAP. Q C �iL/ - A IT ��C� rJ , /1 r ? N RECORD EASEMENT INFORMATION, WITHIN THE AFFECTED AREA, IS BASED UPON TITLE C- �� CX' 3. REPORT INFGRMATION PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY. n i/' G-. '� ., n � I `H P SURVEY qI `Jt��S��c� �+t 4. UTILITY INFORMATION S a OWN BASED UPON A COMBINATION OF SU VE CS-. / �, /O/ ,oj / \• '° GL G MEASUREMENTS TAKEN TO OBSERVED ABOVE GROUND FEATURES, FIELD MARKINGS �� (� / +7 MADE BY THE UTILITY NOTIFICATION CENTER, AND INFORMATION PROVIDED BY s , �' `` \ , • �� t-� L TIGARD-TUALA.TIN SCHOOL DISTRICT. NO WARRANTY IS MADE BY THIS MAP WITH � y �, �i � � �'' / /• ��✓ r � 4 / �, �L `^ � � c 4Da REGARDS 'f0 THE ACCURACY OR COMPLETENESS OF THE UTILITY INFORMATION SHOWN. . S T' s / ��/,.✓ J 1 / .SCO' ` `�( . \ �© w i INTERESTED PARTIES ARE ADVISED TO VERIFY THE LOCAT,ON OF ALL UTILITIES PRIOR lip / ,d►► � �y" }' -r'' ��• .�" C�� SC .; TO COMMENCEMENT OF CONSTRUCTION ACTI`/ITIES. �q ' ,,+y`` /� -��nPti� ��.f�" / \\ �t /�Y,. w = s 5. TOPOGRAPHIC FEATURES SHOWN ON THIS MAP WERE LOCATED USING STANDARD w F FRECISIOtJ TOPOGRAPHIC MAPPING PROCEDURES. TH'RD PARTY USERS OF DATA FROM �S THIS MAP PROVIDED VIA AUTOCAD DRAWING FILES OR DATA EXCHANGE FILES SHOULD �� \ �ri- -� „• v / ��- \\. C� C" a NOT RELY ON ANY AUTOCAD GENERATED INFORMATION WHICH IS BEYOND THE LIMITS OF PRECISION OF THIS MAP. THIRD PARTIES USING DATA FROM PIIS MAP IN AN �� � �rl �f ./ // � ' ay•' " � � � V � J z o ti AUTOCAD FORMAT SHO�'LD VERIFY ANY ELEMENTS REQUIRING PRECISE LOCATIONS �dl y r O0- /,��� V - - v �/' 1 - - - r� i L��� \ �' �p 4 p i PRIOR TO COMMENCEMENT OF ANY CRITICAL DLSICN OR CONSTRUCTION. CONTACT \, COMPASS ENGINEERING FOR FURTHER INFORMATION. FURTHERMORE, COMPASS / r s �,� �' 1 �c`, - / ` • `" ENGINEERING WILL NOT BE RESPONSIBLE NOR HELD UABLE FOR ANY DESIGN OR a � \t a '�� GC3 (�// /rr G CONSTRUCTION RELATED PROBLEMS THAT ARISE OUT OF THIRD PARTY USAGE OF THIS .-A I / f ' !�,O \ ` h, c9 0 MAP (IN AUTOCAD OR OTHER FORMAT) FOR ANY PURPOSE OTHER THAN SPECIFICALLY STATED HEREIN. THIS ST/`,FEMENT IS AN OFFICE PART OF THIS MAF. Ci1��.n ,^ / / / it �/� ✓ 1r� % - _ �✓ C'1CJ`� `\ i� N 6. CONTOUR INTERVAL IS TWO FEET. t� ��- * ` i' �j1 ! - __ _ P 7. THE PURPOSE OF THIS SURVEY IS TO SHOW SPECIFIC TOPOGRAPHIC INFORMATION FOR -!' -� i / �•r - v 1 � THE SUBJECT PROPERTY, AS REQUESTED. ANY QULSTONS REGARDING LIMITATIONS OF THIS SURVEY SHOULD BE DIRECTED TO COMPASS ENGINEERING / 8. THE BUILDING LINES SHOWN ON THIS MAP ARE. BASED UPON FIELD MEASUREMENTS �! TAKEN BY COMPASS ENGINEERING'S FIELD CREW' TO SPECIFIC BUILDING FEATURES ON EACH BUILDING USING STANDARD PRECISION TOPOGRAPHIC MAPPING PROCEDURES. IN / ' r;' + ''t `�,`�-` f � � f- MANY CASES, THE DECISION REGARDING WHICH SPECIFIC BUILDING FEATURE TO &8- LOCATE - ' ` \ ' •� & �. "� \ LOCATE WAS SUBJECTIVE DUE TO THE COMPLEX NATURE OF THE BUILDING WALL CONSTRUCTION (FACADES, OVERHANGS, ETC.;. BUILDING DIMENSIONS SHOULD BE //r' �a�g' VERIFIED PRIOR TO COMMENCEMENT OF ANY CWTICAL DESIGN OR CONSTRUCTION RELATED ACTIVITIES TO INSURE THAT RELIABLE DATA HAS BEEN OBTAINED FOR EACH . SPECIFIC USE. .-•C�? �• / �'l /,� / '\ ��(�^ � /..rte�f t! } ���s � _. .._— - _- .._ . - /! � � `�^ /i/ � \ p CP'Is Q rte`-•^�9 / �/ / / i - L �'p __ -- -- - - - " �� � %3 /� �� �\ ° ` O 129 L,t•�TN ` 001 tn -211 1 `��1v' / - // �� i/�.�" w ~ - .� i J Z ` 411 ` / +as-- "a V \ \•• Co CN 0 / / f -` - ..•�•ro- / - = '— --/•' \- -Ir / U1 Vn n � �i - - 1CP 1�p1 _ cu t4o-, r•/ /'/ �/ 0' ''' �..� i i _ "r' �- ��y p n 1 ? i tJ�l�� r f�i+ Cp lox—Co cSJ G _a ' G U c ��' cn Co �� CP� c�cFt1I; CP 00 `\ /'' �' � �' �;Y _•�J lY C../ 1 /f � � i � � ---r--_—} -+---` 77—"� 1 �rs-_:-ts�•ia:^._� `�'�.!• L. co w i i G _ Co 1 s� CD r CD r n ;�_ ..L _ jl �� Q/"� 6',NS G , �'d y ■O �t 1 \>Y Cv s ._ cu L- ��-�.r-f: ...•., 9�L -:- ..... � .... _-- - - -- -""'';"""e'er--• - -- - !'- � :-�-•c-__._._._ --..... �_ .�/ �a-��j` �� i/i on Ir s� ,r _ • ' s - `LLC.G EA V ; _ -I� , O± r�1 _ CONSliLTING ENGINEERS INC 6850 REDWOOD LANE, SUITE 380 +c = - - F PORTLAND. OR. 9224 �, �, FENCE y �C� PH: (5031 ?.26-3921 FAX: (SQA) 28-3226 r) r �� tlY �'-n CID - s��, PROs C? r' .- �� 1 -—•- —• J7 L, r' 'ti "c'• ''� �.� ct't C� � J` 13,727 � � � O �'' �-�r\ � � � � '.-` _ � ✓. r"Off;L O� C... � `�,�� �� �J �!\ +G�, �l r Ib,`90 �,'\ \ R •max ' "ka- \' \ I 1, O a:- �" O`J C� �' � !•��`� �_�' \ 1 /" (`. EXPIRES 6/30/04 a, - ` -� `- _;n /� o T, o_=- c� EXISTING Qtr` `� O �_=;ilr -A '\ j o,� -p 'AIA y CONDITIONS G � � - x T �-� 1 �� l. WA L I Y MIDDLE DL E SCHOOL _ � ��: •� � _' , A 6' n —��,, phase Permit Set v 0 r, '' '� date December 19, 2003 iI \ ~ C:) lam• l�Jl �C� ~• •�! � ' xi r ,• �.: ,._- rP,VISi0t1S _ \ - I A, �•'� /� 1 -moo �,, - _ _�--- _ � �� r project# 03020 q f / � ` �s lin 1 2.0' 0_ 20' 40' 60' Y/in HVC 1417,u SIT2003-(x1037 2 of 9 014M TTSU-T*dry,CADrO WMArrTM.C6C1A ft 12JI x!11%40AAl IBJ .,., ••.4eN•lreK _ .1R•e•"�"""`•'+"• .......w.,+-... ,.w.a..,.w•,...,-ww+rsy. -+••.w�+t• ngMrw+wr�w, ,w n .^s•m• r «...,......•:w,w..,,..iR-v.+N14kp•KIIIMIMPMMI4M}41FN.IF* •, ,.,r,M,:»>s.>,.n..aa�... .,n, ,.rpss<.„ern....-a.:. r,,.. ,wi.•.•,n,.,,.r-,r.••s �oieiimr s*am ' r. 1onm. rn 2 ..4 3 6 g :n : 1 12 13 A I� I� ie .9 20 ::I 22 2.3 24 'n 27 ?0 29 30 , rim I �, � ill �l 41 + 1� •�kT1 Q. ..., t / 1!. f_I r 1 1 r f - � ... WMNG .. sRH si•w>MH.Ytlr.• .Y:+- .W , . .,; .. ICJ ,�.. �,'' �'f1',�� .� � .�� , .. „ ra , 1 r } Y" `R / S / • ARCH'TECTURE+ INTERICkS. PIANN;4C -02 Z ow lei Lu .7 r 00.1l x in /• N to �/}� �� - � S/ • J/:/' �^v� /� I \d .01 11-10 ADDITIVE BIC ITEM ILEI e r2_1 oe if 1 f� —290 CD A 00 CNCn I _ r d`�•2 3 - " 2 \ \'v © ♦ \ 4_ 9 �o C 0 Cz (21 'p let Cp / j _ ADDITIVE BID ITEM #1 - \- �� �../ ' �- �•-� /` "' _ ._._ _... r 14- .ice I AN I i I / �� ♦ \\ �/ ./ +_ r L'J I I "o h3o fj Iol -•/- Y-:/ / - Cu JY- ^'_3F-• \.•_V<Y..- Y+C=:��' -- 1 "�. ° ° , I , f r 6 G �_ Q 3 1 3 as��4-.•w�`�j•' �r�c ` (/_-_ __— _� \\ __\ ii^ r_�r - s�mmmAvc ..tom,. �mar^•�a�__ F— v'.�_;i-_--= r - -t-- _ _ _ _ _ �, 1\• •_��� -'�� _--/ p�� CD Q r •- ` .- n'• `r" !. ♦ - r • .� r' ._._.........o..-._._ i !✓% r. U�- ��-• -°'• ?�. \ /� mea-�-� ,'r _ � ��'.. _ '• ` �_�J__" r '. �.' ` • � .c' I - ♦ e . ' l• ,.,�;_ ..... -__-. F- -__ - - __ _ _. -__ ._. _.� •1 1 � , � i� � N Q� NL 3 it i i_ . Vf ._ _.... ._.__�� � -..-� _..._..._ --� \4\ i • _ L 1 � �. { 'I it ��7----' '� • \ \ \ -,a � �� --•�.� �. � •- .- --":�.... � ,ti---�—max--= �.--�� - �•-- �� 1• .._.-�.--___.__ —__ _ �•� ,• � .� i� ��=�.'��. --�. � � -; • - - --- CONSULTING F GINEERS INC. 8850 REDWOOD LANE. SUITE 380 -j. ♦ PORT1ANp, OR. 97221 - = ` �1 f ('H (503) 226-3921 FAX: (SOa) 226-39Z6 Ih ` 1 01 � � �/ 9 �- '' i� --_, �� •,i �`-r`` ` �� \ '2�r; .qac A Fj i Y 1 \ ' �`J 1 - I •{ %. SITE DEMOLITION NOTES ❑ SAWCUT AND DISPOSE OFOFF-SITE.SITE. EXIS NG AC PAVEMENT A PROX. 3 EXISTING PAVEMENT ACOVER6 BASE ROCK. STRAIGHT DEMOLITION / ! [] SAVE AND PROTECT EXISTING ASPHALT THROIIGHOLIT CONSTRUCTION ACTIVITIES, PLAN LAN \� P SAVE AND PROTECT EXISTING CURB THROUGHOUT CONSTRUCTION ACTIVITIES. " [4] SAVE. AND PROTECT EXISTING LANDSCAPE THROUGHOUT CONSTRUCTION ACTIVITIES. phase Permit Set 0 SAVE AND PROTECT EXISTING UTIUTiES THROUGHOUT CONSTRUCTION ACTIVITIES. date December 19, 2003 'I' © DEMO AND REMOVE EXISTING CURB revisions ` J [] DEMO AND REMOVE EXISTING TREE ,• ,= __ J `'�` \ ' •.�i-- - I —_..-_.� -i`-''--•= 1" `� [8-] DEMO AND REMOVE EXISTING LIGHT POLE. SEE ELEC PLANS FOR INFORMATION. DEMO AND REMOVE EXISTING CONCRETE rl CUT AND REL40VE EXISTING 3• WATER LINE. SEE SHEET C5 FOR CONSTRUCTION INFORMATION. . \ 1 rl ; l = 11 DEMO AND REMOVE EXISTING CATCH BASIN DEMO AND REMOVE CRUSHED SECTIONS OF EXISTING STM PIPE. SEE SHEET C5 FOR CONSTRUCTION INFORMATION. + ,t< , = © ADDITIVE BID ITEM .-- x\ \ \ / 1��'�� •* 4 SEE LANDSCAPE PLANS FOR CONSTRUCTION EMOLIPON INFORMATION. pr0)ect 03020 DEMO AND REMOVE,. EXISTING STORM SEWER LINES. SEE UTILITY PLAN (SHEET C5) FOR 10 CONSTRUCTION INFORMATION. SALVAGE AND RELOCATE EXISTING -BUSES ONLY- SIGN/ ! t 20 0 20 40— 60 `�"�'- •. 1�]7 SALVAGE AND REMOVE EXISTING MEMORIAL MONUMENTS. DELIVER TO SCHOOL DISTRICT (OWNER) C2 I. vAn AVC 14b•11/ SIT2003-ON.17 3 or 11 "(MA'..�\'�r' - was n.Ln.♦*M A...rw.r.nrnaM/ft.r v...•-...._ ..u,w,..�f n..,..,..., r., .....�r ...»»_, +rwwr+..•+ .._.-..+.•.r....-.,«-_...-._.,r, .-.. .. ... ._.., - .. ... ._.- _. 1Mer,M11M,!rgMlN '.�E".'7n7W� !NI •mss.,. -.....+s+.wr.,�...,.,.......».•...- .__._-,»-..r.,•�-.,...-__,. . m y if Illl'v111«w ljelu1ltfl 1 }1lIEI{I! I l Ilii,I IriNII x, r' � I11�u I I I { (III ' ao J I:II IE'1 'I�,I:IIllli l till , Iii LE©IBILlTYStRIP c, ? a 9 9 in III 112 1�1 i4 le 17 le IB 20 21 22 23 2'e zs 26 2, 28 z's �o 117 ,Ay 1 M 01 �:. ��f' �'`��j !'"^�•� I Ij�� �t.M1j',�1 w7N1 ♦ .fJC �t {..,:r ,r sa:'. �:, 1 t I 7�n.'tro-�: !✓<tlAl!�^ I , `- .I. �/��'�tAx91"I T+•i, ' p A� M1 `r,'rM Al nAR?.H;.rM. ,.+.-:,.a:w•r.p ... , ... ... .. :.,� 1u _ RJR.' —for,', WrEf„ -kaf4NH• Ar .- •��Aa. �.#. r '.''_IL:LtLYW.�.....f.....A•:._�!�1L�--.3L'.L:ti.�...'..s...r r.r.- _-,. •.:..:.......... r�..r.r�..... ...•..�_._.: aW-........,i, ........ �.-.__... ....... .. ...... ...... .__.. _.�. .Yr:-.aLt.r.s.r.•-carr_.. ..-._ .._.....r_ _. -.-. _.._- -_ _.. ..,, _ ....•-_.-......__.. ._.._�_...._.—..�.-..�..__. — __ _ ....•.._.,. i �a I • 4.00 s 0re 0 4.0U - 5 00 -- a.UO 5.00 --- ---i 30.00--- - 4.00 -t.00 - 4.00 5.(i0 - 4.00 5.00 4.00 - TC284.30- 4.00 50c) `• O - - V4 � j 5.� 5.0010,78 ?4 3500 ARCHITECTURE •INTERIORS•PLANNING 5.00 I4.24 1.90 4.50 5.OU t ''"� 5 00 !5.92 5.00 T 1"r. j/�, 3 9"' 1 / \� J - - - --- .1100, �+` l 3.75 5.8 -- - - -- -- - - - -- - - / / 5.85 - 500 8..4� \282.40 / 282.40/ 5100 / �' % / / I � 5.50 00 -- 5-00 - -3 4 00 - -5.00 - 5.00 - 4.25 11% ', / , I / _ - -- :- -- n c 2 7 - 5.00 SEE ARCHITECTURAL PLANS FOR F- B��� - Sar �� ` / _ __ _ _ _ / `� 1 W o _ _ ____4 _ STAINED CONCRETE SPECIFICATIONS 1 ___ - o 4.5 I 5.00 i , . r i; ; / ` \ W t S.yOC ul 7.17 l 5.00 a r TC282_SO TO. 5 .40 i NNW ,` z • , c2a2.00 �� ,. . 7.00 SIDEWALK SCORING DETAIL 4 - -� / o 1 Z T 2�Z"�J _ - - !/// N -F o I 1' _ ,1 // 7 •\ SEE ARCHITECTURAL PLANS FOR 3 r ® c P�D STAINED CONCRETE SPECIFICATIONS .5•/� / / 8.JG 48.00 ,�` / �L • / � � 850'_01 / L R8.00 - 83.00 • ( / / [� 105.57' - - 28.00' ; ! F 41 7.04' RIS.00' Za,.ou z81 10 '// ir;;��. �I ♦♦ / y 5.5d{ j�•'- Tc si: o �{ 6.00 ADDITIVE DID ITEM #1 l _ __ _ �` c a.so 6 -21..v ,/ F?3.00' 1 a ` \ CN CV / y j- 63.51' 9.00 , ® �1�= \ r \\ �.■� 4.L.a r� �•/ y 1 '.' / \ ,. ` C/) rn 9.00 I/I /`; \ X\ - c 15.51 Vn N /; 3.00 -I \ ; �. i 23.12' 83.00 \ f5 ,� �• 1 C/) 13 50 / ♦ \ 3.00' i r\ % \ e 0 ` 51.0, �%� / 1 `� [ 81 21 75' , \ 19.0 ♦ ` V+ C/) p ADDITIVE BID ITEM #1CD / 'A% � e �-- �'�'' ® ! = INFC RI 1.00 I // 1 ' �_- �. .1 _.L_.__. _ �►� _ - ■ v>�>J c'') 830.00' L RI 00.00, 1 I / + i I 3.00' �s \ ■� ■1. r cfl p 2 4.00' r to !8 \•' J cu 811.00' 6 Q4 _. y'y� i / � I ' a C l t ■� R8"UO' - -9U.42' --•► RICO. d - - -- ----- --- _-=--'4-`r �'- l```// i i It V t I i ( r•,,�. Z3 I;100 00 ❑ a- ''39 I - 1 2 �•'=>� 11.25' . 1 ° • 11.26 7 • { . 11.28 70.19' 61 g 1 1 2 3 -- -- � 2 1 I I 3 92.50--- 4 -- :' •{L'I ! R100 30,11 ••••�•�� •)� SE ARCH PLANS FOR ° 1 BIKE RACK INFORMATION .- • • s� •Yrr. .. o ! -- -- 440 • • 12,50* .•. •' .•: • : , s • L - ----- --- • '- '- 1 j CONSULTING ENGINEERS INC. �- .r t '. •s a i•_ I. j _.. _ .. _.�- } --_^-- '- _-' -- _ i { I ! 6850 REDWOOD LANG. S1/1TE 380 i I •-ter - - - -- - - a I I I I j PORTLAND. OR 27224 _ \Y �•�'j , " , % °•`� I �- 1 • 7 9 I FH: (503} 226-3821 LAY (003) 226•-3928 r - -�.� ' ' . • I • ♦ it A �"1_S:F' _Y- --_ .00 ��► _ 3 24.03 p 1 I, 11 •,�.T-. -, I ou c h 1 727 0 \ �� I+ ' ----. ❑ L.- /' i ' " -- �-__ - ---_ T 1 -�"- _ .. - - •>< ....._fir.. -- -r_ -__yT_"�Eq L Ll J. _. r= � t { ..4.21 p• ,1 '� CCC / \\ 1 r 54:00' ' I SITE CONSTRUCTION NOTES • �, ' \ , � -.--_ ry - -._ - .- - -- •. Ero IRES 6/JJ/�° + 1 AW'.CUT PAVEMENT IN STRAIGHT I IVIES. REMOVE ALL EXISTING - , PAVEMENT WITHIN SAWCIJT LIMITS AND DISPOSE OF OFF-SITE. I R3.00' SAVE AND PROTECT EXISTING ASPHALT THROUGHOUT -1 2286• 6 ® r I CONSTRUCTION ACTIVITIES. niT 3 R5.00'- - - { 'II II 0 SAVE AND PROTECT EXISTING CURB THROUGHOUT CONSTRUCTION �I 1 ACTIVITIES. PLAN 1 ' $.4 ® SAVE AND PROTECT EXISTING LANDSCAPE THROUGHOUT - _I_.___ __, ,_- CONSTRUCTION ACTIVITIES. \ (` L,\ 5 CONSTRUCT ASPHALT SPEED HUMP COMPLETE WITH CHEVRON -- >_� 1 " ; ❑ MARKINGS AND "HUMP" STENCIL. C3 C7 phase Permit Set 7 jl G8 date December 19, 2003 � CONSTRUCT STANDARD CURB --- "� C1 {� I [7] CONSTRUCT STANDARD SIDEWALK ~- I I reVIS!OrLS L' C3 C7 / \ { [8] CONSTRUCT STANDARD ASPHALT SECTION -- C3 C7 •- -- / • I CONSTRUCT HEAVY ASPHALT SECTION --- C35C7 -- / I /112 CONSTRUCT A PARKIN STALL----- - I ® ONSIRUC AO G S L f�� C11 INSTALL ALTA SIGN (TYPICAL) - - 1DC3C7 I� --- h� CONSTRUCT ADA RAMP- --- - �.. I C3 C7 04 INSTALL 3" WHITE PAVEMENT MARKINGS (TYPICAL) X - -� 1�5 INSTp:i_ PRE-CAST CONCRETE CURB STOP 9 to C! c7 6 project#.103020 CONSTRUCT KFYSTONF RETAINING WAIL- C3 C6 • � \\ �,Ir7 r--a �• © SEE AR,;HITECTL'RAI. PLANS FOR BUILrJ1NG CONSTL'UC'ION v T INFORMATION , r a 4s Y I �1fa SEE. LANOSCAPE PLANS FOR CONSTRUCTION INFOPMATION ELECTRICAL PLANS FOR LIGHT POLE INFORMATION Q' 20' 40' 60' 2. .' RELOCATED FLAGPOI-E. SEE ARCHITECTURAL PLANS FOR F:1 \ •I CONSTRUCTION INFORMATION •r,ulr��r I•w�u S11'2003-000'7 ! 1 I 4 of 9 , , .,....,..,.•.+.....•...n.+M:«.. ... ,.,-.o.... ,.an+..n<...w. ,. +.1+ .,,,Y4*„ryn .... .cm,.,,.r _ ..,�n,v:ws '/^.,.z-':. 0, ,r• I„ " - W, iltIM`4;Vw1tMYr 'µ?�lDt;lwdNllll'�iAR� �4 t'1.,,f at�"AS6t :'..:p8f:x: '1•n,i:'i.Y:. Allow cm, 'til' I'i' i I �I'•"i;, it '' Hlii I IiIIYNlflllu,tilt IHI,I111,•VIlil tPi ilfl 111401•Itll!111 ilrl Liu Il!I rIt't•I!! I.!1 rIN!!11 I111!tt !II'tiUl'tll , LEOIBiUTY STRIP o e a 4 4 � b Io I ! ,2 13 �� { I i I I I I I I I ! ! 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W/4" IN iTE LETTERS ON RED BACKGROUND 0000 LLJ < 000, b FDC / - _ _ " pr 4Da >100� 2" / J".^.'� / / !yi 'T•'`. p- - - _- war!.-,�{.�� \ O + N MAIN BLDG FTI = v 2 FDC SIGNAGE ,� / ��, Cs C5 NTS --------- k l ��� _�-- w J ''r •' / \` ' ' Obi c. FDC SIGNAGE S J �« / ADDITIVE BID ITEM #1 , ! le 00001., � INSTALL (2) ELECTRICAL N[�UIT TQ�JU3L�1/��'�% � 1f / ; (1)-POWER TO SUMP MPS \ \., (1)-MONITORIN�i FOR TAMPER`SWITGHES /RIGATI N �• "• �"1' ! \\ !f �/ `�'// \I/\ '/ \ SEE ELEC?F AL PLANS�LR CONSTRUCJLON IP 0 / '' .-''• �`�' ! 'it �'- j � ��I� \jam s �► ! •�- rn to CY) 00 00 17 fro \ 1 `' ' d \ ♦ Now fly - \- U � 25 �` ♦ \ ♦\ cn rn / Q/` � /S� // / / ` ♦ \\ \ ♦ \\1 0 o 70 NEW ELECTRICAL CONDUIT- _ A \ ' 0 cc - 15 ♦ \ 0 tT SEE ELEC PLANS r -r / / I ADDITIVE BID ITEM #17 % \ ,/� e U ~ % U) / -_ III -- - ' / ( I (r` �` _.... I _... - -- ._ _..._ .-. ♦\\ t 1 ef', ._ '�'• II. w = U) / /./ /�` 4 i 1 / I I / ; j � % ♦ I '� ,Oo� 7 10 +� NEW EL CTRIC' L CONDUITCo ' 2 g / 11 1__1 =-''"� L t 4 , 1 I SEE LEC PLANS o / I I � � I / / -- --- !� -'_: .-_- ..:�_.:-:�.._:vu.,:._ _�._=---��_;,zs;.,�.:.n,rr�`= �/ I I TIE INTO EKIST!h� I ' c--•.� � O 15.37 r -• ;`� r --'\ I I �6" CONC STORIA :IPE / / I - \ APPROX. IE:276.00 6 Q �•--- - -L.._.=-F�-- - -- - I jell----- - - -- - - - -- --�� i'\ I j CONTRACTOR TO VERFIY IE \ 0 a- �.r PRIOR TO CONSTRUCTION i �./'7 ■� - -- - 4 I I 13 23 13 _ - w -- - a��ti -z:a:.u:. y+.a. -r. s �� • •° a, �a� ■ Ms) • _ _ __ - / _j CZ Cn Al 24 �I c , n, jj -����'- I I I /I / I I 1 ( •� � � , + I EXISTING FOUNDATION DRAIN-// �) NEW ELECTRICAL. CONDUIT \ I •s� I( 1 { ' +i, I �- t SEE ELE0 PLANS --_- -- 'i i l 13 .-: \ \ ( �\ � ` �_____-� ---'�"' CONSULTING ENGINEERS INC. - j _ • '- 86,50 REDWOOD LANE, SUITE 380 PORTLAND, OR. 97221 - PH: (503) 2.26 3921 FAX: (503) 228-3926 �- ` VC24D 4 ` STORM SEWER NOTES ._1/ -._ `. R4F ' O INS'�ALL 25LF OF 8' PVC STM S=.010 (MIN) 13 INSTALL 8" PVC STM S=.020 (MIN) ;\\ • _J r� ❑- ? - TIE INTO EXISTING 6" CONIC STM LINE FOR ROOF DRAIPJ w APPROX IE: 273.25(±) SEE MECH PLANS FOR BLDG C04NECTION z4 •COVTRj`wTOR TO VERIFY DEPTH OF EXISTING STM LINE 26 / PRIOR TO CONSTRUCTION AND ORDERING MATERIALS 14 INSTALL 83LF OF 8" PVC STM E•=.010 (MIN) _ APPROX IE: 2"IG 00(±) ` \ \' - - - CONS1,-0JCT STANDARD 48"0 STM MH 2 *CONTRACTOR TO VERIFY DEPTH -- r----5 "`--- Cs C8 OF EXISTING STM LINE PRIOR 'R'Y B. WIA r RIM:280.25 TO CONSTRUCTION � \\ \, `�1 I ` I I IE IN(8"NW):275.20 EXPIRES 6/30/04 _.__ - IF. OUT(6"SE):275.00 $ WATER NOTES r15 CONSTRUCT STM F,OW CONTROL MANHOLE (� ••) � 14 � *CONTRACTOR TO VERIFY DEPTH OF EXISTING STM LINE J C5 CB PRIOR TO CONSTRUCTION AND ORDERING MATERIALS RIM:286.50 _ 2 I 5 OVERFLOW:28500 C HOT TAP EXISTING 6"CI WATER LINE- �Fr� IE:283.(,:1 INSTALL 6"X6"X6'TAPPING SLEEVE W/6' vATE VALVE i I, INSTALL 79LF OF 8" PVC STM S=.050 SUMP:281.00 AND THRUST BLOCK PER CITY OF TICARD •,\v`JX \ �� I I O \ S 16 POND DAYLIGHT - e12 CONSTRUE?ION STANDARDS �����'�/INSTALL STM COt - _ I 'RIM:282.35 - IE:277.20 CS � INSTALL 15LF 8" PVC STM 5=.010 (MW) O INSTALL 4" DDC VALVE COMPLETE WITH VAULT / \F\ IE:283.00 PLAN ;� 3 CONSTRUCT FDC ASSEMBLY, COMPLETE WITH APPROVED � INSTALL 189LF OF 8" PVC STM S=0010 (MIN) CJ INSTALL 27LF OF 8" PVC STM S=.010 (MIN) O SIGNAGE NOTING "CAFETERIA ONLY"-------- (D6 NLY"----- - r y C5 CS v} I 6 INSTALL CB B1 1 ' '\ I RIM:282.25 - ^�--Wu TYPICAL 18 INSTALL CB B8 (WO CB)------------ O CUT AND RE-ROUTE EXISTING 3" DOMESTIC WATER phase Permit Set (, IE:280.75 RIV.:796.00(±) SERVICE. PROVIDE NEW PIPE MATERIALS AND FITTINGS - I II I IE:283.70 AS SPECIFIED. CONNECT TO EXISTING 3" WATER LINE AT date December 19, 2003 QD INSTALL CB 82 EACH END. RIM:281.80 19 INSTALL 181-F Off' 6" DI STM S=.020 (MIN) k \•r \ _ IE:280.30 _ O SAVE AND PROTECT EXISTING FDC FOR MAIN BLDG. 'HE revisions 20 INSTALL CB 89 CONTRACTOR SHALL PROVIDE AND INSTALL APPROVEL` TCC5 INSTALL CB B3 RIM:286.00 SIGNAGE NOTING "MAIN BUILDING". RIM:281.71 IE:284.50 �- ` IE:280.21 O6 INSTAL. 6" FIRE LINE. SEE MECH PLANS FOR BLDG C2 I-) INSTALL 10OLF OF 8" PVC STM S=.020 (MIN) CONNECTION. INSTALL CB B4 RIM:281.71 22 INSTALL CO BID (WO CB) --- WC9 IE:280.21 RIM:290.25 - \\ � IF:287.95 `( \ \ l 10 INSTALL. CB B5 \ \ I I OF E1 280.299 23 NOUNDLL T1O25LFDRAIN - STM S=.010 (C15�CB051 ; TYPICAL ]f I WITH BACKWATER VALVE. CONNECT TO _ �\ \ i I • 11 INSTALL CB 86 RIM:281.33 I'_XISTING FOUNDATION GRAIN. IE'279.83 �22� FOUNDATION DRAIN o GC5 TYPIC AL project� 03020 ` I I INSTALL 11OLF OF 6" SIM S=.010 CS C$ @/ (12 DEMO EXISTING C8 REPLACE CRUSHED SECTION EXISTING WITH `FOUNDATION DRAIN WATER VALVE. NNECT TO ` ? r t OF STM PIPE r r INSTALL CB 87 2 RIM. MATCH EXISTING 280 81 t 25 INSTALL CULVf.RI DAYLIGHT----•------'CS C$ ( ) I1.283 00 L , IE: TIE 6" DI INTO EXISTING STM LINE 2C) 0 20 40 60 ' C5 26 INSTALL 84LF 6" PVC STM S=.010 (MIN) y l 111 ,%ve 140:M SIT 2003-00037 S of 9 .��•IY'- -_... WtY�1`�'-'�i�df•� --�--`---` ----__-...�_ _ ... ..-„-_J._, _.r�rrlrr•- r ' . .."n s�r,r�O��II■Ot�iTIDIMdptrJIOICD 11/M'iTK1C6�Pp_ .!u±tartaa3 oP'!.17 Ml t�lw .._,..,,, �,T,.. ....,..-. .. ,"Aq Mr.'""'gMnw.In+M•r'A"rw...n.•.... ..._.-.,....,.._..•.r...+-....... q"ya"r•'RIMs"r'1"'r'^"a '•' AIO Y. .1�°'i4'6M. �1i�,.:JCy J`.�$i�1Abi•/ u . i.. 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CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR 1. ALL EROSION, SEDIMENT, AND POLLUTION CONTROL PLAN (ESPCP) l CATCH BASIN --- -.- TO THE COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO MEASURES SHALL BE INSTALLED PER THE CITY OF TIGARD CONSTRUCTION GRATE �--PAVING THE OWNER'S REPRESENTATIVE. CONTRACTOR IS RESPONSIBLE FOR STANDARDS. !1 Ilrr o�jynrn / ARCHITECTURE •RITERIORS•PLANNING VISITING THE SITE AND BECOMING FAMILIAR WITH THE SITE CONDITIONS !1 �l��J RR ■�� - �_L/ PRIOR TO BIDDING 2. TEMPORARY ESPCP MEASURES SHALL BE INSTALLED, INSPECTED, AND - �--� r - •r L 1 APPROVED BY A CITY INSPECTOR BEFORE STARTING GROUND - = 1 � �f # �; ttkI t 2, CONTRACTOR IS RESPONSIBLE I..R CONFIRMING THAT NEW FEAiURES 015TURGING ACTIVITIES. TIE INTO EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH 1r - •; �- al c CORRECTLY, AND THAT GENERAL DESIGN ELEVATIONS FOR NEW 3. ESPCP MEASURES SHALL NOT BE REMOVED UNTIL PERMANENT CONSTRUCTION PROVIDE PROPER PAVEMENT AND DRAINAGE SLOPES LANDSCAPING HAS BEEN INSTALLED AND FINAL. INSPECTION HAS BEEN _ fi � OVERFLOW ---- --� � W � a FROM EXISTING TIE IN POINTS. REPORT DISCREPANCIES TO OWNER'S REQUESTED AND APPROVED BY A CITY INSPECTOR. s REPRESENTATIVE PRIOR TO CONSTRUCTION. SLOT x o .. _ u ` - CATCH BASIN 4. INSPECTIONS MAY BE REQUESTED BY TELEPHONING THE INSPECTION 1 j w 7- F 3. IN AREAS WHERE ASPHALT PAVING IS BEING REWORKED, PROVIDE NEW REQUEST NUMBER 823-1000 ONE DAY PRIOR TO THE TiME OF INSPECTION. CATS_ IN -9_i i}i " - _ _VA w < s PAINT STRIPING FOR ALL REVISED PAVING WORK AND PARKING STALLS. - ` EXISTING STRIPING TO BE BLACKENED OUi IN RECONFIGURED AREAS AS 5. APPROVAL OF THIS ESPCP PLAN DOFS NOT CONSTITUTE APPROVAL Of I FILTER --- - 3 o - REQUIRED. PERMANENT OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, �B10FILTER ARRA DRAIN 8AG a PiPES, RFSTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) jA BAC STANDARD FILT�R_�AG DETAIL Z o I 4. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY _ NST ` N INSPECTOR(S). CONTRACTOR SHALL NOTIFr CITY INSPECTOR(S) 48 6. THE IMPLLMENiATION OF THIS ESPCP AND THE CONSTRUCTION, '�� .t; -CLOW 1. THIS FILTER TYPE SHALL BE USED IN CATCH. BASINS IN ALL PAVED AREAS. o � •� HOURS PRIOR TO START OF CONSTRUCTION. MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESPCP A of If i, Tar, �M I FACILITIES IS THE RESPON�:BILiTY OF THE APPLICANT/CONTRACTOR -- 2. THE CONTRACTOR SHALL INSPECT THE FILTFRWEEKLY AND DAILY DURING 5. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND - PERIODS OF FREQUENT RAIN J o o Flo SHALL HAVE A MINIMUM OF ONE (]) SET OF PERMIT APPROVED PLANS AND VECLTATION/LANOSCAPiNG IS ESTABLISHED -� O 3. FILTER SHALL BE CLEANED IN A MANNER WHICH ENSURES THAT ALL SEDIMENT = SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. un 7 STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE _ ` " REMAINS ON SITE. < m 6. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACICK BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF y ti r >s'� A. THE FILTER SHALL BE REPLACED OR CLEANED WHEN THE BAG BECOMES HALF -' SHAT LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE FULL. MATERIAL. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL 9E: THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE j SECTION A-L+ o RESTORED TO AN "AS GOOD OR BETTER" CONDITION PROJECT. DITCH INI�fT 5. FILTER SHALL BE FOSS ENVIRONMENTAL SERVICES "STREAMGUARD TYPE II-C 8. THE ESPCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM CBF" OR EQUIVALENT. REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESPCP FACILITIES SHALL BE UPGRADED GEMICLITION NOTES AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT 1. DRIVE STAKES FLUSH WITH TOP OF BAG AND INTO SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE- UNDISTURBED GROUND A MIN. OF 1'2" 1. DEMOLITION REQUIREMENTS ARE NOT SHOWN ON THESE DRAWINGS. STAKE MAY BE OMITTED IF BAGS ARE PLACED ON _ 1 INLET PROTECTION _ CONTRACTOR 1S RESPONSIBLE FOR ESTABLISHING SCOPE OF 9. THE ESPCP FACILITIES SHALL BE INSPECTED DAILY BETWEEN OCTOBER PAVED SURFACE. C4 C6 SCALE: NONE - DEMOLITION WORK FROM OWNER AND FOR EXAMINATION OF EXISTING I AND APRIL 30 BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS 1. INSPECT INLET PROTECTION ON A REGULAR BASIS SITE CONDi�IONS. CONTRACTOR SHALL SUBMIT A DEMOLITION PLAN NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. ALI. •BIOBAGS SHALL BE REPLACED ONCE THEY 3ECOME CLOGGED PRIOR TO CONSTRUCTION OUTLINING ITEMS TO BE REMOVED INSPECTIONS SHALL BE NOTED IN AN iNSPECT!ON LOG WHICH SHALL BE MADE AVAILABLE TO THE CITY INSPECTOR UPON REQUEST. 2• REOAIR ANY DAMAGED BALES, AREAS OF END RUNS, AND 2. ALL UTILITY LINES AND STRUCTURES SHOWN WITHIN THE LIMITS OF UNDERCUTTING BENEATH BALES. REPAIRS TO BALES OR DEMOLITION SHALL BE REMOVED EXCEPT THOSE INDICATED AS '10 10. ESPCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND REMAIN". ALL LINES THAT ARE CUT AT LiMITS OF DEMOLITION GR POINTS MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS BARRIERS SHALL BE MADE AS SOON AS POSSIBLE. OF DISCONNECTION W11HIN THE WORK AREA, ARE TO BE CAPPED OR FOLLOWING A STORM EVENT. PLUGGED. 3. REMOVE SEDIMENT DEPOSITS WHEN THEY REACH APPROXIMATELY 2"X2" FIR POST '11. EXPOSED SOILS THAT REMAIN UNWORKED FOR 14 DAY, OR MORE SHALL. ONE THIRD THE HEIGHT OF THE BARRIER. 3. CONTRACTOR. IS RESPONSIEIE FOR MAINTAINING TEMPORARY ACCESS BE IMMEDIATELY PROTECTED BY APPROPRIATE GROUND COVER. y ,-SEDIMENT FENCE DURING CONSTRUCTION. UTILITY OUTAGES AND ACCESS CLOSURES DISTURBED LAND THAT WILL REMAIN UNWORKED FOR 2 MONTHS OR 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE GEOTEXTILE WITH .FABRIC ON REQUIRE A MINIMUM OF 24 HOURS NOTICE TO OWNER OR SITE TENANTS. LONGER SHALL ALSO BE SEEDED WiTH AN APPROVED SEED MIXTURE. BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO SEWN POCKETS CONFORM WITH THE EXISTING GRADE AND SEEDED. DOWNHILL SIDE 12. PUBLIC STREETS WILL BE SWEPT DAILY' IF NECESSARY, TO ALLEVIATE OF POST i SEDIMENT DISCHARGE TO THE STORM WATER MANAGEMENT SYSTEM_ UNFILTERED WASH WATER CANNOT BE DISCHARGED TO STORM DRAINS. _ �[_ r „may EXISTING GROUND co O GRADING NOTES 13. ALL EROSION CONTROL SEEDING FOR SITE'STABILIZATION WILL BE 1310-FILTER EOR TEMPORARY r y N __ _ .4.j 00 PERFORMED NO LATER THAN SEPTEMBER IST TO ALLOW TIME FOR -- ------ COMPACTED " �~ - BACKFILL V 1. SURVEY OF EXISTING CONDITIONS PREPARED BY COMPASS ENCENFERING. VEGETATIVE ESTABLISHMENT PRIOR TO THE ONSET OF THE WET 2 INLET PROTECTION MATERIAL �L" 04 THE CONTRACTOR iS RESPONSIBLE FOR FIELD VERIFICATION OF ALL WEATHER SEASON. �`' rti ti I SURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING RIGHT- C4 C6 SCALE: NONE T r- i OF-WAY LiNES, SLOPE EASEMENTS, AND ALL HORIZONTAL AND VERTICAL Ilk ALL TEMPORARY EROSION AND SEDIMENT( CONTROL MEASURES SHALL BE + �r PR F I1 CV C COITTROL PRIOR TO CONSTRUCTION. REMOVED WITHIN 30 DAYS ATTER FiNAL SITE STABILIZATION b ACHIEVED s �-` \ rI, O OR AFTER THEY ARE NO LONGER NEEDED. "� O� 2. CONTRACTOR iS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ® �� C r,RRANGE FOR STAKING WITH A LICENSED SURVEYOR. STAKING WILL BE 15. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. SEDIMENT FENCE GEOTEXTILE 0 2 REVIEWED BY OWNER. FOR CONFIRMATION 10 DESIGN PRIOR TO DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE REPAIRED CONSTRUCTION. AND PROTECTED WITF. ADEQUATE GROUND COVER (2 STRAW, COMPOST, MULCH, ETC.) � © t:II 3. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE 0 .0 C_ UNLESS OTHERWISE INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY 16. SEEDING SHALL BE SUPP;IF-D WITH ADEQUATE MOISTURE. SUPPLY FROM ALL BUILDING WALLS AND DOORS. WATER AS NEEDED. WATER SHOULD BE CONTROLLED TO PREVENT - RUNOFF. AREAS WHiCH FAiL 10 ESTABLISH VEGETATIVE COVER 2"X2" FIR POST 4. CONTRACTOR SHALL U RESPONSIBLE FOR THE SAFETY OF ALL ADEQUATE TO PREVENT EROSION SHALL BE REScfDED AS SJON AS CONSTRUCTION. ADEQUATE SHORING BRACING, TIES, AND SUPPORTS AREAS ARE IDENTIFIED. �-- SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING ALL FLOW PHASES OF CONSTRUCTION. 17. DISTURBED AREAS OF SLOPE GREATER THAN 2:1 WILL BE STABUZED ..�J THROUGH SEEDING AND THE INSTALLATION OF NORTH AMERICAN GREEN I 1 fi _ cu .,� 5. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE ^I'�TURBED SCiSOBN MATi;NC OR EQUIVALENT PRODUCT. ="I -! �, yT l ! i BY CONSTRUCTION OR EARTHWORK OPERATIONS EHALL BE HAND RAKED - I - 'O SMOOTH AND RETURNED TO OR,GINAL EXISTING rJNDi'IONS- _ ' ' 1 I `v COp o DISTURBED LANDSCAPED APEAS SHALL RECEIVE BARK, OUST AND ,* _ _ W p REPLACEMENT PLANTINGS. CISTURBED NATURAL AREAS SHALL BE _ - < < ATI N =I D HYDROSEEDED 10 REPLACE NATIVE COVER. DISTURBED GRAVEL AREAS' - � e- SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK SURFACING. 12"OVERLAP SEE LANDSCAPE PLANS FJR TREATMENT OF IMPROVED AREAS. F�"Tt3iL�NCE BiOFiLTER OR 1. FILTER FABRIC SHALL BE INSTALLED IN A CONTINUOUS ROLL �� (0 p 6. ALL DiTCHFS, SWALES, GUTTERS, ETC. SHOULD BE CONSIDERED ACTIVE SAND BAGS TO AVOID THE USF OF JOINTS. WHERE JOINTS ARE �L"-q L STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CONTRACTOR *___ __ NECESSARY, USE TURNED ENDS. C V � IS RESPONSIBLE FOR ADDRESSING STORM WATER DRAINAGE AND � � � � � c 'DEWATERING OF' WORK AREAS DURING CONSTRUCTION. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6' APART AND -v O t DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 6". � � � 0, � 7. DURING WET WEATHER PERIODS. CONTRACTOR IS RESPONSIBLE OR SEQUENCING CONSTRUCTION in A MANNER TO MINIMIZE IMPACT ON OPEN 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4" WIDE EARTHWORK AND COMPACTION OPFRATIONS. FLOW AND 6" DEEP ALONG THE LINE OF POSTS UPHILL FROM THE BARRIER. TRENCH SHALL FOLLOW THE CONTOUR. F 4. TRENCH SHALT_ BE BACKFILLED WITH NATIVE MATERIAL. UTILITY NOTES FULL DEPTH - =1` ITT. A PT. B 5. INSPECT AND REPAIR AFTER EACH RAINFALL. INSPECT DAiLY 8' CAP BLOCKS :Y „ - - - - DURING PROLONGED RAINFALL. CONSULTING ENGINEERS INC. 4850 REDWOOD LANE, SUITE 380 L LOCATIONS EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM W/EPDX`1 ADHESIVE <` PORTLAND, OR. 97224 RECORD DRAW?NGS AND INTERPOLATION OF PHYSICAL EVIDENCE ON THE TO WALL TYPICAL E 6. REMOVE SEDIMENT WHEN IT REACHES APPROXIMATELY ONE SiTE AND !.RE SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. (TYPICAL) r t THIRD THE HEIGHT ABOVE GROUND PORTION OF THE FENCE. Pit (503) 2ee-3921 FAX. (509) 228-3928 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH 7. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE EXISTING CONDITIONS 1N THE FIELD BEFORE BEGINNING CONSTRUCTION (4) STANDARD ------ -TOPSOIL FILTER FENCE IS NO LONGER REQUIRED SHALL BE DRESSED UNDER iHIS SECTION OR ANY OTHER SECTION. KEYSTONE 8"X18"X21" TO CONFORM WITH THE EXISTING CRADE AND SEEDED. BLOCK UNITS W/ L -- -- EXISTING GRADE AND SEEDED. 3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT 1:8 BATTER, PINNED SHOW EVERY CFFSE7, BEND OR ELBOW REQUIRED FOR INSTALLATION IN W/ FIBERGLASS DOWELS 1� o THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, OR FiTTING REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND STANDARD CURB 3_ SEDIMENT FE N C DETAIL \ SEDIMENT BARRIER ��• � / WORKING SYSTEM. �" �`_ - - C4 C6 _ SCALE: NONE 4, �z 4 CONTRACTOR SHALL COORDINATE A UTILITY LOCATE 48 HOURS PRiOR TO > MIRAFI 140NS 1. DRIVE STAKES FLUSH WITit TOP OF EAG AND INTO r r NONWOVEN FILTER UNDISTURBED GROUND A MiN. OF 12" TYPE 2 ONLY).BEGINNING ANY UTILITY CONSTRUCTION FOR LOCATION MARK-UP Of ALL � FABRIC OR EQUAL ( ) Exr'IRc; EXISTING UTILITIES BOTH IN THE RIGHT-OF-WAY AND ON PRIVATE HEAVY ASPHALT EMB STAKE MAY BE OMITTED IF BAGS ARE PLACED ON PROPERTY. CONTACTOR SHALL COORDINATE THE UTILITY LOCAL WITH T i N NE BLOC \ PAVED SURFACE. MUNICIPALITY IIAV!T�G JUh'SDiCTiON FOR ALL UTILITY WORK WiTHIN A a it \- -3/8"-PLUS CLEAR 2. SPACE BAGS "L" SO FOINTS "A" AND "B" ARE OF EQUAL PUBLIC RIGH'-OF-WAY. INFORM ENGINEER IMMEDIATELY IF LOCATE ` CRUSHED ROCK ELEVATION. INDICATES THAT EXISTING UTILITIES ARE DIFFERENT THAN SHOWN ON 3 -0" FILL CORES do VOiDS DRAWINGS. OF KEYSTONE UNITS 3. TYPE 2 USES BIOFiLTER BAGS 5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, do 1'--0" BEHIND TYPE 4 USES SANDBAGS CIVIL FEATURES, AND STRUCTURES LOCATED ON THE SITE. LOCATE, PROTECT, NOTE: CONSTRUCTION TO PROCEED IN TAiLS OF UNITS AND AVOID DISRUPTION OF Air ABOVE AND BELOW GRAVE UTI!_ITIES ACCORDANCE W/ "KEYSTONE 1. INSPECT AND REPAIR AFTER EACH RAINFALL_. INSPECT DAILY L.JCT DURING CONSTW'TION. RETAINING WALL SYSTEMS' --COMPACTED 3/4"-CLEAR DURING PROLONGED RAINFALL. ��Nc,S P S DETAILS CONSTRUCTION MANUAL do CRUSHED ROCK JF GG 0' " SPECIFICATION RFOUIOREM• '.TS. 2. REPAIR AVY DAMAGED BALES, AREAS OF END RUNS, AND PP0 P MV I 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHAT CONFORM TO G JE 4!• UNDERCUTTING BENEATH BALES. REPAIRS TO BALES OR THE LATEST ECTTiON OF THE UNif ORM PLIJMGING CODE (UPC). All BARRIERS SHALL BE MADE AS SOON AS POSSIBLE. / �� QQ phase Permit Set UTILITY CONSTRUCTION WFH1N THE RiGHT--OF-'WAY SHALL CONFORM TO E t> ' THE STANDARD REQUIRFMCNIS OF THE MUNICIPALITY' HAVING 6 _ KEYSTONE WALL DETAIL JURISDICTION. -- ------- ----- - ------------ ------ --- 3. ZEMOVE SEDIMENT DEPOSITS WHEN THEY REACH APPROXIMATELY date December 19, 2003 C3 r6 SCALP: NONE ONE THIRD THE HEIGHT OF THE BARRIER. j _-` ` >� ' r 7 ALL BURIED LINES TO RAVE 2. FEET MINiMUM COVER, UNLESS NOTED 4. ANY iEDiMENT DEPOSITS REMAL�iNG IN PLACE AFTER THE •� revisions OPIFRWISE. " ��_ BARRIER iS NO LONGER REQUIRED SHALL BE DRESSED TO 8. DOWN SPOUT AND BUILiING UTILITY CONNECTIONS TO OF SHOWN ON CONFORM WITH .HE EXISTING GRADE AND SEEDED. BUILDING PLUMBING DRAPINGS. REFER TO PLUMBING DRAWINGS FOR JVO CONTINUATION Of UTILITY LINES INTO BUILDING RADIUS = 25' MIN. / QR�'Y`5c�I4 _ 9. THRUST BLOCKING REQUIRED ON A!I. PRESSURE LINES BENDS 410 CC4 B 10-BAG CHECK DAM t G0,: FITTINGS. SEE STANDARD THRUST BLOCKING DETAIL -- -- -- -�- GRAVEL ---- - - VP�P 1 r6 SCALE: NONE -� 10. SFE LANDSCAPE DRAWINGS FOR IRRIGATION LiNES. SUBGRADE REINFORCEMENT ---- 8" MIN. GEOTEXTILE DEPTH 11. ALL EXISTiNG UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED .20' M1"!. FOR S?NGl_E FAMILY "ND DUPLEX RFSiDEN1IAL ACTIVE UTILITIES UNLESS OTHERWISE INDICATED - - N4?a 12. CONFIRM FiRE HYDRANT TYPE, NOZZLE SIZES, AND 1HREAD 1. ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHiCH WiLL CONFiGURATiONS WITH LOCAL MUNICIPALITY HAVING JURISDICTION PREVENT TRACKING OR FLOW Oc' MUD ONTO PUBLIC ROADWAY. r0eCt O3QLO I PRIOR TO CONSTRUCTION 2. ALL MATERIALS SPILLED, DRGPPED, WASHED OR TRACKED FROM P ) 13. CONFIRM ALL UTILITY VALVE VAt)Li$, VAI'v'E';, METERS, BA(:K,FIOMf . VEHICLES ONTO ROADWAYS MUST BE REMOVED IMMEDIATELY. PREVENTION ASSEMBLIES, AND OTHER PUBLIC UTILITY APPURTENANCES iN THE RIGHi-OF-WAY WiTH THE MUNICIPALITY HAVING JURISD1t;110N. 14. All UTil111E5 TO BE 1NST,ALLED As SPECIFIED 1N STANDARD TRENCH.-- �$C6 , 5 GRAVEL CONSTRUCTION_ ENTRANCE • L4 C6 SCALE: NONE C 6 •/fill/IVC 140.111 Srrz003-001737 fi or() o,.vol TTs�T.�nvlraaal s�l-rAlrc�:�co e.a.lblr,roa ante gut Ma ," "+,Il v^"'""�,Sr•+ r/:.. "v,W Tr .. .. -....-.. .._"M.+Me",IMMf,i,ww..-„_., .... .....,... 'M.:+,n.e._ ... n.. .+,..rr.,..-`•„+IIAMwe. +w... ..•,...._.. ......r...,_,. ._. ... ,. .,. _......_.. ...... ...... ....�+•.+wan,,..+n •«..a •ww."w.�w,r. mn ... ,,•,. ..• "911 y"d!. ""F'";, ,. A - "' ,a'I",y�!iMF�S�q'+�"., •'tq...!"51^ F'F"'11S 'rt�R,Y-. ww+M!!►- . .+...-,......,.-_.....-.r.,........_.-._�, .. .+r.ww.n . .:. ,mow.. �'� :. ,., ..........,. ......,,.... _•., :.M1, .: „ n eNCR'l'rJN.A^�,,..;:Mu"ual .t...,�I�feli. '. 1.F�.-.'Yy�"d. `.. " . 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E.ROUTE W . ,. •. :. .« f 7 Ix +y • •'4. ' '' • •.• u, z f tr a m O r p h "' tow WITH D. -_ _A` M.V. ;• — WHEEL STOP � .� � z DISABLED PERIM�T ONLY -;." (nP ) VIOLATORS SUBJECT TO - ;: �° � V Nqxi� TOWING UNDER - ;: ° 30' TMP. 3 ORS 511.620 AND FINE -=3:-- 2 UP TO $300.00 UNDER --- ;.` — N ORS 811.61E -4 --- ° ► C z I SIGN BACKGRUUNC: BLUE 24" MIN. I SIGN LEGEND: WHITE VARIES TYPICAL 3 DISABLED PERSON PARKING SIGN 2 DISABLED PERSON_ PARKING SPACE C3 7 SCALE: NONE C3 C7 SCALE: NONE o 00 (SEE SITE PLAN FOR DETAILED LAYOUT) �" V A c� 04 cn 75 ® O - AC SURFACE COURSE � — _ AC SURFACE COURSE -o -COLD PLAIN 1/Y NEW --- —LEVELING COURSE ------ -LE,"ELING COURSE U .2 PAVEMENT PRIOR t+:o;p �� t+.o c ;?� IE V 3, (r 6'-0" 3'-O' TO INSTALLA71ON OF o.'r.p o•. fE SPEED Cn NEW 5" RAISED ASPHALT 10 b:oA •. , t., o'Q 0 HUMP ' PAVEMENT r -_ +% 1 .0:o.b BASE COURSE b:o.b. BASE COURSE , •_ . '� " SUPGRADE GEOTEXTILE FABRIC _ _` 1( ----X x x SUBGRADE GEOTEY,TILE FABRIC y� ��� ♦� ��--- COMPACTED SUBGRADE COMPACTED SUBGRADE 5' AC CU o PAVEMENT TACK COA,- -- NEW PAVEMENT }� 6- .. k. r O r6""'), T'(PiCAL PAVING SECTION—STANDARD 5 TYPICAL PAVING SECTION—HEAVY 3" WEEP HOLESww- �! �R. ♦-+ °— � � C3 C7 SCALE: NONE C3 C7 SCALE: NONE RESIDENTIAL AREAS I SURFACE OF 7 SPEED HU_MP_ LJ C3 L7 SCALE: NONE < • PAVEMENT � O = c� t� O ^ BATTER 6:1 GENERAL NQTEq: I. CURB EXPOSURE "E' - 6" TO 9" VARY AS SHOWN ON PLANS OR AS DIRECTED. 2. t-ONST. CONTRACTION JOINT SPACING AT 15', AND AT ENDS OF EACH INLET OQF / LANDIN __ -- -_.. AND RAMP. w . H 3. TRANSITIONS SHALL BE USED IN CONN. CURBS OF DIFFERENT EXPOSURES "E' SIDEWALK WIDTH .1 � s ..�• 7 +e' CONSULTING ENGINEERS INC. \ 1 ("E" IS THE TOTAL VERTICAL DIMENSIONS OF IHOSE CURB SURFACES HAVING A AS SPECIFIED !1`A �' � � �' S.S' ..OS' t3 32' 8850 REDWOOD LANE, SUITE 380 T 5' MIN 1'-Q '� i /' SLOPE OF 1:1 OR STEEPER.) MIN. DESIRAB'_c rRANS1TION LENGTH SHALL BE 20' TOOLED COLD JOINT-- �;' M _ _ s' �.n• a e' FOR EACH 1" DIFFERENCE 1N "E-. PORTLAND, OR. 97224 o b - BETWEEN CUP, AN I r 1l •t' , • C. + ' B D 50:1 M X. 6.5 J. I ]�' P}: (503) 228-3921 FAX: (807) 228-33:8 •.': r e,•,.. SIDEWALK 6•ry' _~ - to' 5/16* 4. TOPS OF ALL CURBS SHALL SLG,"c TOWARD THE ROADWAY 2% NORMAL UNLESS .� .Ae•,. 'q -i.c •. ,�:' 1I 5' 6, 7_S' 278' 9 32' OTHERWISE SHOWN OR , aM LS DIRECTED. Mid STANDARD CURB 8' •.4e' ' •- 3�„- S� AND GUTTER 85' 2.t5' 7 72' S. DIMENSIONS NOM. VARY TO CONFORM YrITH CURB MACHINE APPROVED BY THE PREMOLDED JOINT MATERIAL CRUSHED OAGGREGATE BASE E COMBINED CURB RAMP 9� ''8—' ' t6� ENGINEER. 9..' 1-51' S � ' � r t N +o_ 1.20' + e' 6. ALL RADII SHALL BE 3/4- EXCEPT AS OT}-ERWISE NOTED. % , 27 �. TYPICAL CURB TYPE CROSS SECTION , • 732• TYPICAL ISOLATION ,EXPANSION JOINT ��- Q� ~� �RETAINING CURB 7. A CONTRACTION JOINT AT WEEP HOLES. v SIDEWALK WIDTH `'� / ���' c, 16 age^ y SETBACK----.L-5.AS SPECIFIED Ir ���� '` oLANDING i 11 / ' 8 STANDARD CURB y9� f - - - -----------— - - -- Y / �- C3 C7 SCALE: NOtvE PREMOLDEU JOINT MATERIAL Y4 STEEL DOWEL CURB AND 6' 4 ?� GUTTER 5� MIN. 2" OF %"-0 SC A MP •d F—�= f ', • ' '�.� CRUSHED AGGREGATE BASE F ` TO / NOM CIVIL D' _ y TYPICAL SETBACK TYPE CROSS SECTION n n 4'MIN�- 1'� TO V V7r%i NOM. o NO LIP 0:] 1� NOMI_ ` DETAILS � �•'' 000 --------- 6'-0" LONG PRECAST 6" MI h'- MIN —CONTRACTION JOINTS AT 20:1 * ,•,� - O G - r- �APPROXIMATE 15' INTERVALS '--- STANDARD DRIVEWAY SECTION -- � ,1 0 n �-_ WHEEL STOP BY CONTRACTION "'. ,.:. �-- `f `J �l TOOLED DUMMY JOINTS \JOINTS BROOM (MIN. 2" OF -0 001G!LLlll[] T UTILTY VAULT OR COUPLING FO APPROVED EQUAL AT APPROXIMATE 5' PATTERN CRUSHED AGGREGATE BASE phase Permit Set fNTERVALS— I WEEPHULE PIPE -�1 RAMP TEXTURE DETAIL 10" TYPICAL ISOLATION (EXPANSION) JOINT WITH DOWEL �i2- - - — I I TYPICAL SECTION THROUGH COMBINED CURB RAMP date December 19, 2003 T/3 I I I I I I - —_ NATES; revisions -- -- - 1 TO SIDEWALKS CONFORMCANS WITH TOALL[ES ACT'FEDERAL (GUIDELINES.REQUIRES EXCEPTIONS ACCESS TO RAMPS I ISTOPL CURB REQUIREMENTS IN THIS DRAWING MUST BE APPROVED 6Y THE ENGINEER AND •'''4' '•� .'• �F MUST COMPLY WITH ADA. _ AC PAVING_ • '� • . -r __ - —JOINT IN SIDEWALK TO" - y o t STANDARD CURB do GIJTIER MATCH JOINT IN CURB 3 WEEPHOLE - 2. NO ABOVE GROUND UTILITIES ARE PERMITTED WITHIN RAMP ARFr.. - — - ' - ° --y'— �''MATC JOINT INT PIPE. LOCATE !'.i � • ' LEVELING COURSE DIRECTED 3. LANDINGS SHALT_ BE PLACED AT THE TOP OF EACH RAMP. I TYPICAL. PIAN VIEW Lh.NOING SLOPES SHALL NOT EXCEED 50:1 1N ANY DIRECTION.THE SLOPE OF THE SURFACING AT THE BOTTOM OF THE RAMP BASE COURSE TYPICAL CONTRACTION JOINT (SEE SITE PLAN FOR SCORING JOINT PATTERN) SHALL NOT EXCEED 20:1 FOR A DISTANCE OF 2' (SFE o — TYPICAL SECTION ABOVE). b 4• MIN]MUM LANDING DIMENSIONS SHALL BE 4'x4'. �, �. I NOT 1.SIDEWALKS 8 FEET AND WIDER SHALL HAVE A LONGITUDINAL CONTRACTION (2) ' m PINS ALL JOINTS TO BE TOOLED WITH At T�iE MIDPOINT. ' RADIUS UNLESS SAWCUT ?..CONCRETE DEPTH "OR STANDAF,L) SIDEWALKS SHALL BE NOMINAL. 4" MIN.; 5 TEXT SURFACE SHALLBETEXTURED WITH RAISED DIAMOND THICK':ES� !', DRIVCWAY SHALL MATCH EXISTING DRIVEWAY. TEXTURE. TEXTURING HALL BE DONE WITH AN EXPANDED project - 03020 • METAL GRATE STAMP-O INTO THE CONCRETE 3 INSTALL 3" PVC WEEPHOLE PIPES IN SIDEWALKS IN LOCATIONS AS DIRECTED BY THE ENGINEER. PUCE CONTRACTION JOINT OVER THE TOP OF 'HE PIPE. 6. CONCRETE SHT.:.L BE 3500 PSI COMMERCIAL GRADE, &�ONCRETE PAVEMENT JOINTS 4•CONCRF.TE SHALL BE 3500 Psl COMMCRCIAL GRADE. OPC S'DEWALK ACCESS RAMPSCALE: NUNF. r SC:�LE: N':)NI_ �T PAKKING BUMPER11 �IDEWALK 9 PRECAST • C.3 C7 SCALE: NONE C3 C7 SCALE: NONE C7 an iii I4b�V SIT2003-0(11137 7 of 9 : 911Wn C9. 18+ _ Q�M117>tb AlICO•C8_ dia 92007 OP01.31 Ml MW • 'fMINIt0A01C0 u � .A�. .. M.4M' ^.M•..MN11eM.M'N�. ••r.w•.w-w—....+.w....w.�•+Mw•"„w+"*wA.wl,lin•T•+.n .. _ '�.•"•'w.._.,n wnn+q+.,Fw..".MP"M�.��.p...R�I.MIMt w•WAh.tl�"Y,•K ..'TWi1G *j,f+M�t . `. '^'••Po!•IF N�•YP!!'ti',Nl'" .SYN.'�MfM1A�IK1�MUrH441�11M�M1 '!'�tL•f�Yl 'Slf:r" ►N _ .. � � .. rNl•�i �.:...: `•el•JI:�•J=7�C..V.i'. i.4+S'X : ......r F,,k ttw;��,.;+ ,r.r„Ad.•a vo.•Ln:v ::1111..•Ax11 r`,irid: .. s � y i U14M”STRIP C I III r t II i Irl Ituin.I nulwn ullilin nnI1111 1ililt u.l�un 111�11u 1111 Itll un�un nl jl i HITT 1 1 illlf'ii iiiljlul 4 g I ) I I I I I ' I I ' I I n ' 2 I� 14 S 17 is 19 20 21 22 23 24 25 28 21 ?e 29 30 I >x � r SNI ne ,. af. ,• Y * 1IiL� LI � Nh� � rd 'w./�"r1.69� +IiMM�.I� 1 1411 01*loiil�*000 040 "plow IN . ry. M14A1 "+'fes r r� u i --WArERTICHT NOTE: �o ---SANITARY - w -- - MANHOLE STEPS MUST BE TIGHT AND FIRMLY -" EMBEDDED. THEY MUST ALSO MEET THE ASTM ° °� o . w TEST FOR WITHSTANDING PULLING OUT. - 5-3 4" ' TAMPERPROOF a - IT — (2 HOLES MAX o 48" , STORM o ° OR SANITARY `- -4 _- - 4 � ° e q CURERS) �- AR(;HITECTURE INTERIORS PLANNING N -- MANHOLE FRAME AND COVER n -_ 24r4 '- amu--t�=y . _ A _- A FRAME AND RISER RINGS SHALL BE SEALED A' SPE�:IFIED. r I M1 ` 24%" FINISH GRADE m n o•'� � '• TI` WITH PREFORMED PLASTIC OR RUBBER TO �- 1-1 4 '• • N �- 22' -•� ^ FORM A WATERTIGHT SEAL. GROUT MAY BE -.� wr --- 1,_1/8- i I -- `� s �• �. 12• PLAN --CONSTRUCT INVERT CHANNLLS `0 USED FOR STORM SYSTEMS.-- CAST_IRON TAMPERPROOF & WATERTIGHT UNIFORM RANLOW LINES WITH 2�'Am�X Cn - W FRAMES AVAILABLE IN STANDARD OR2 SU60-W. pATiERNT GRADUAL TRANSITION SECTIONS. 3 EXTEND PIPE INTO BENCH Sl_OPE y j 1 --- i�' O.D. SST PRECAST BASE ADJUSTMENT RINGS _� __ ' r" _-,____ � a f MANHOLE AND GROUT 12.: H T P HA T ---- — _ MAN OLE S E S 5 LL NO BE _ t0-3/4"- _ w .zc 27 WASHER, 3/32" SMOOTH PROVIDE UNLESS OTHERWISE SPF_CIhED. w J -- 25" THICK, 3 REQ'D _ _ RUBBER BOAT M -- t 2" —___ _� �� 4 0 f�--- ��"11 PER COVER - ALL JOINTS SHALL BE SEALED WITH 6" a -T-L INVE ANNE PREFORMED PLASTIC OR RUBBER RING 1 sm�si•usssxsarxs.�' 3-3/8- FOR a �� TO FORM A WATERTIGHT SEAL. rL.ASTIC SAFETY STEP c v ,— FLAT RUBBER WASHER. >..'+,;•,; Q - -- - z If' / 3 REQUIRED PER COVER �� �� +`. . 9 ----COMPACTED 3/4"-0 C GROUTED JOINTS MAYBEUSED FOR - -- — - �_ r •-1- 6' o w +i M MIN Y .+rr•w CRUSHED AGGREGATE BASE STORM DRAIN SYSTEMS - - __ COPOLYMER POLYPROPYLENE PLASTIC a �• 23" --{ T y. %" NEOPRENE GASKET, _ SHAPE CHANNEL 10 MATCH BOTTOM STANDARD PRECAST MANHOLE ------- r -' 9 3� ,.', ' z !-- t --Io'P'' OMIT FOR TAMPER-PROOF �� c y/•` ° J t o 3f�—I ��° COVER HALF OF PIPE. SECTIONS AS REQUIRED -- t/Y GRADE 60 REINFORCEMENT- �`•�a ��' •.meq ,l o r ` - --- 48 PRECAST MANHOLE BASE RUaDE:R BOOT ,I (42" IF SPECIFIED) CAST IRON STANDARD N " HEX HEAD SST CAP - c `- OR MANHOLE ADAPTER �,` I __ 13" CC --FPPROX. VIT. - 387 LBS.) PER SCRECOVERREQUIREO SECTION A-A _ ^ _ PRECAST MANHOLE BENCH SLOPE 12:1 NOTE.: SECTION 1' °t`'� ' '• 12 3 REQUIRED. x 1� PENTAGONAL Tom, RUBBER WATERSrOP _3 MANHOLE BASE-----___ r• OR HEXAGONAL HEAD, BRONZE OR CAD. PLATED. EXTEND PIPE INTO REQ'C FOR PVC PIPE --- "------__ I I a' INSTALL FRAME SO THAT ONE BOLT BOSS IS LOCATED MANHOLE AND �- CBTCg (PRECAST BASE SHOWN) -- •.. I e"--a-5/8' , OVER THE MANHOLE LADDER. GROUT SMOOTH ---- - SHAPE CHANNEL TO BASE ROCK -}- - I-o MATCH BOTTOM HALF OF ®® BOLT DETAIL. AT SPRING LINE OF PIPE �� 1PIPE• (6" LAYER MINIMUM) -- 24 (FOR TAMPERPROOF AND WATERTIGHT) EXTEND CHANNEL UP 'r0 �, t rtt. '':''s'" — — /i ,•,i 3 I� CROWN LINE ON 12:1 usr -�£�"IIN. 30/" _ Y6 3/4" GALVANIZED BAR • RUBBER GASKET BATTER GLUED INTO MATERIALS: CAST IRON SUBURBAN FRAME COMPACTED 3/4"-0 CRUSHED %1( FRAME AGGREGATE BAASE GALVANIZED: 4"F'OR GALVANIZED 51'EP (APPROX. WT. - 305 LBS.) MANHOLE BASE NOTES #6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. CAST —IN--PI-ACF _MAI _ WATERTIGHT GASKET DETAIL SECTION A-A REINFORCING BAR CONFORMING Y11TH ASTPA A-615 GRADE 40. NO!. NOTES, 1. STANDARD PRECAST MANHOLE SECTION DIAMETER SHALL BE 48". GALVANIZED CONFORMING WITH ASTM A-123. TAMPERPROOF COVERS REQ'D ON SANITARY OR STORM DRAIN 1. CONCRETE SHALL BE CLASS 3000 COMMERICAL GRADE. MAX PIPE SIZE SHALL BE 24 1. TAMP 2. ALL CONNECTING PIPES SHALL HAVE A FLEXIBLE JOINT PLASTIC: MANHOLE WHORE LOCATED IN PEDESTRIAN WADS QR EASEMENT" 2. CHANNELS SHALL BE CONSTRUCTED TO PROVIDE WITHIN 18" OF MANHOLE WALL. AREAS. TAMPERPROOF COVERS FOR SANITARf MANHOLES SHALL SMOOTH SLOPES AND RADII TO OUTLET PIPE. MUST CC�:�ORM 'MIH 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 B-R MINIMUM 1/2" GRADE 60. 2. WATERTIGHT COVERS REQUIRED IF LOCATED .'HERE COVER MAY KIEE-ING REC.IIREMENTS OF ASTM A615 ENCAPSULATED 8E SU"MERGED- 4. THIS MANHOLE BASE SECTION SHALL BE USED 4. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF FOR PIPE SIZES UP TO 24". ASTM C--478M. W+TF INJECTION K!OLDI D C-Or OI.YMER POLYPROPYLENE 3. FRAMES AND COVERS SHALL BE STAMPED WITHFLEXIBLE M'TH SERRATED SURFACES. MANUFACTURER'S INITIALS, HEAT NUMBER AND 5. USE RUBBER BOOTS 1F PIPE IS EQUIVALENT. POINT POINT OF- ORIGIN. BOOTS MAY BE KOR-N-SEAL OR EQUIVALENT. 4 MANHOLE COVER & FRAME DETAIL_ rS MANHOLE BASESECTInN DETAIL _2 MANHOLE DETAIL 1 MANHOLE STEP DE i AIL_ _ _ G8 C8 SCALE: NONE - C8 C8 SCALE: NONE _ -- - C5 C8 SCALE: NONE C8 C8 SCALE: NONE CD - 00 r%) O s� N T 177734 tV ._ 0 o PLACE "C" MIX AC MINIMUM THICKNESS VI _ ® v OF 4" OR THE SEAL SURFACE OVER _.LA N AP __ a' SEAL SURFACE CAS) IRON COVER 0 Cu THICKNESS OF THE AREAS PAVING AREAS N OVER JOINT MIN MUM FRENCH PATCH I OINT WITH TACK O Cp FRAME & GRATE ELEV. ROUND SOLID COVER REMOVED PAVEMENT, WIUTH ROLLS WIDTH ---{ MATERIAL AND SAND WITH TACK SEE PIAN. STOPS OFFSET MARKED "DRAIN" WHICHEVER fS PLUS 2R I AC PATCH ONLY 'ACK COAT- COAT MATERIAL GREATER. COMPACT ( ) U T]W/LOCKING BOLTS. AS SPECIFIED--�. 6" JOINT MIN. & SAND �m AC OR CONCRETE PAVING 0) E MIN. MIN. INTERFACE (AC PATCH 'n OR OTHER SURFACING V a� - TYPICAL TYPICAL) - -- ���_ EXIST. PAVEMENT EXIST. PAVEMENT . i ,• OVERFLOW ELEV. r..,•. �- r TACK COAT CUT EDGES TO PROVIDE ° 1- PIPE SIZES & SLOPES PER % _ i XIS AC PAVING �i ��'' _ DETENTION � � '• -_ /%r._, �• ' �° �� PLANS. �. :\\ \�; \\\ \X \' o'. : '•d•' ••\ \\\�\ \\�\\:�\> TOPSOIL LANDSCAPING °UNDISTURBED J }, & CIL SEP. ovE FLOW .�\ \\ \ \\ \\ • . . \\ \\�\\ \\ \\ 0 SOIL do LA _ PER PIAN 2. METAL PARTS OR GALV. \\\\\\\\ �\\��\\\' °• �`•�\ \\ \� \ AS INDICATED OR EXISTING = z \ \ \ \ \ \ . . :. \ \ \ r AGGREGATE BASE -� .o Cu STEEL PIPE HAVE ASPHALT ' q• ;,;; ; ••.e'•� •' \� \\\\\\�\\\\�\ \' SPE..IFIED ELSEWHERE � � - Co PIPE SUPPORT TREATMENT 1. \ .\ \\ \\. \\ \\ \\. \� \\ \�•\\\\\ \\ \\.\ W O - \\�\� \�\�\\��\��\\���`, �\ CONCKETE PAD REQUIRED _ CLASS 3000 CONCRETE IN PAVED AREAS ONLY CHAIN-2001y CAP.— RET AP. 6"ELBOW (ORIFICE 2) -il Milli-t - SAI �v MECHANICAL PLUG AS 4" MIN ? SLACK WHEN GATE UNDISTURBED AC PAVING 4" - -- - AGGREGATE PECIFIE (n IS DAWN. FASTEN UNDISTUF`BED Z BASE (EXIST.) THICKNESS OR BASE & LEVELING 17 O 1 0 C`) CHAIN TO FF,�ME. T BASE (EXIST.) MATCH EXISTING N COURSE MATERIALS — I '�I� •I— _ —COMPACTED AGGREGATE PAVING THICKNESS W MATCH EXISTING ■� ch - - BASE, CDF OR FULL WHICHEVER IS AGGREGATE BASE CAST IRON FRAME ..R. �i �� Lo Lo OUTLET PIPE INLET PIPE DEPTH ASPHALT AS DIRECTED GREATER 1 THICKNESS I N 4" MIN -- COMPACTED TRENCH __ - TRENCH C \ BACKFILL AS SPECIFIED BURIED WARNING BACKFILL INVERT ELEVATIONS - CLEAN OUT GATE TAPE W/EMBEDDED PER PLANS r �i LIFT GATE NO. TRACER WIRE - - --- - �� Q n- C/CA-LG, CASCADE �' z _-__ PIPE 12" GALVANIZED--- CULVERT INC. — ZONE rJ = STEEL PIPE I WRENCH WIDTH n •o - ORIFICE PLATE WITH 1 a Ind --- - - ---------- PIPE -4" CONCRETE 1 1.5" DIAMETER ORIFICE 1 (ACTUAL) a �o \ A �v i STANDARD GALV. o PIPE STEEL STEPS -- - BEDDING NOTES: z -- 70 �--MECFIANICAL PLUG CONSULTING ENGINEERS INC. 1. ALL EXISTING AC OR PCC PAVE- __ ____ _� _____ __ 8850 REDWOOD LANE. SUITE 380 MENT SHALL BE SAWCUT PRIOR s— TRENCH 5'-0• TO REPA`/iNG. - FOUNDATION + _ PH: (503) Z26-3921 7OFAX: (503) 226-3928 -- --- 2. CONCRETE PAVEMENT SHALL BE I -� STABILIZATION AS -, REPLACED WITH CONCRETE TO A I 6• PIPE C REQUIRED io - 8 FLOW CONTROL MANHOLE MINIMUM THICKNESS OF 6" OR TO i- THE THICKNESS OF REMOVED MIN. OUTSIDE MIN. I CLEANOUT BEDDING C5 CR SCALE: NONE PAVEMENT, WHICHEVER IS GREATER. DIA. , 3. IF EXISTING BASE MATERIAL 24" IS CTB OR ATB, THEN REPLACEMENT BASE MATERIAL SHALL MATCH EXISTING. MIN. NOTE % 'J , i ALL CLEANOUT MATERIAL TO 6 UTILITY TRENCH SECTION BE SAME AS CARRIER PIPE. 7 STREET CUT CS C8. SCALE: NONE - i -� C6 C8 SCALE: NONE — T j _CLEANOUT C5 C8 SCALE: NONE` EXPIRES eiw✓04 K r _ r-LAST SEGMENT 0 DAYLIGHT --1'^- TO BE CONCRETE PIPE 10 G4. STEEL CATCH CIVIL BASIN. PAINT INTERIOR ' -3/4" SMOUrH BARS W/ a: EXTERIOR r:/ASPHALT. 28"x28" HEAVY DUTY D�TAIL'� LNDS WELDED TO BAR 12" SQUARE CONCRETE PAD C.B. BY LYNCH CO. L CAST IRON GRATE R PJ-AN FRAME, 4" OC MAX BAR ( _ SPACING APPROVED EQUAL) - FILTER FABRIC LINER UNDER ROCK � - HINGED DEFLECTOR "0 I 3/4" BAR FRAME \ ° 6" C.I. NO-HUB FAC'ILIrATE CLEAN OVT phase Permit Set CAST 1/8 BEND --- / / P uc �IRON —_- - _`1! --- V - r date December 19, 2003 4• PVC PERF PIPE-- ------�� — revisions 12" .-._ 10•-U" S � IN 12"x12" TRENCH r _�_--------�- ------------ -------------- _7' — r&-- OF GRANULAR DRAIN 1__- MIN RIPRAP BASE LANDING ROCK WRA?PED W/ /\' DRAINAGE GEOTEXTILE i 1 12" RIPRAP FINISH GRADE CONCRETE - - t FABRIC � / -- _ TFIICKNESS - - - -� `--V FOOTING x 3 " 16" MIN. - - __r--- .---�C�, -. _�. „� -� -.0ra '�•.s�z��}?�';u^^,^.�,1;�- -- SOLI. PIPE FURNISHED GRADE ---- / -•--�- i 36" & CUT TO CORRECT DRAIN ROCK PVC PIPE UNLESS OTHERWISE NOTED LENGTH BY CONTRACTOR 24 IN \\� - -r " M PIPE DIA. AND - y* 2"x5" ANCHOR STRIPS WELDED TO 3/4 -� NOTE: FILTER FABRIC RIPRAP FROM FLOW -- - TO STORM DRAIN } ELEVATION AS SHOWN BAR FRAME. 4 PLCS. SPACED 'UNIFORMLY PROTECTION TYPICAL AT ALL FOUNDA710N MANHOLE OR a 4 'r ON PLANS yl FASTEN WITH 1/2" GALV OR NON-COP,ROSIVE C11-VERT DAYLIGHTS DRAIN SYST. I!r ? CATCH BASIN '; BOLTS do NUTS. e a w - - A BACKWATER-- VALVE ACKWATER- -- - - - ---- 12" x; 12 CULVERT DAYLIGHT VALVE — -- I 24" project# 03020 C5 ,8 SCALE: NONE 4" MIN. 3/4"-0" C.R.- NOTE: CATCH BASIN & • GRATING TO BE RATED 1 1 BACKWATER VALVE COMPACTED BEDDING - ,- / FUP, H-20 LOADING c5cs SCALE:-NONE10 SUBSURFACE DRAIN DETAIL- __. ...�..__._- _. ..___---_..-___.__._. C5 C8 SCALE: NONE (-D65L METAL CATCH BASIN SCALE: NONE V/111: %C 14L,JI' ''•.... ..... ..... ... - .. ... 41'f2003-00037 R r,f'9 .... atxiot tTsaT.+nu'an�ca sueMrtTTx�w e.a trta�mw o�,�R:;o AM w,l n".. e+.... ...._..,•....-.-�. -.....w" +..•MISMMRwrT-r"1M1MF- ". K-.�A+ .•".�.r",y.. ♦ r s, r..M' ...,e• nM MVir'fJ<t=1ie!:.t+n.,'"MII "rill r ^arw,rwrw� Pm• r -..,�+.,. +n"". I 'l IIII INN I •., I! I 1 Till 1111 Ilil l{i II 111 I LEGIBIL�Y'4TRIP 4 2 7 3 F 7 3 O a 1171, I� I I I IL I tl III i lltl 1 I11IIhIlllfll 1111 INtll!I,i IIIII I III (I! Ii11I I�IIIIIIrllil l f �Irr r f 45•' o"m"i�" 3 14 IIl1 117 IQ 1� 20 21 22 "d3 24 28 2b $Y 2Q ?9 30 t;11..+.. ?S.e';i+r I-r, v i•�..' t s` r !LI tl J! ' NDNI ROQ 1 ' ° `I��1.< I,7 ��: _ } �..tlt� �l,�J.�t1�����11�J���.d��1�!c)Il�' ���!�rl�I>l�:I�I�I►,I', ,i �.;�±,�1; °�' WOOF, .I t, hy4w+4 +wwuNr6or4 T [N�MM�h!bM� iMII�MII�t4Yz+ 41 oil 'Mr`,4*# fllPMMIypt „ t> + NN� btu REINFORCING BARS WITH GENERAL NOTES: MINIMUM 6" OVERLAP RADIAL FLOW 8' OUTLET FOR PERIMETcFt SLAB CARTRIDGE PIPE STUB (STD) 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON (800/548--4661). � (BY CONTP'4OTOR) 2.) CATCH BASIN MUST BE SET LEVEL. 3.) EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS. DATA -BLOCK DATA _BLOCK ARCHITECTURE•INTERIORS•P.ANN N" --- 4•) FLEXIBLE COUPLING TO BE USED AT INLET d( OUTLET. FERNCO OR ENGINEER APPROVED. _ 5.) PERIMETER SLAB TO BE PROVIDED BY CONTRACTOR. ONE'-C A R T R I Q C�E S 1 E E L ONE-CARTRIDGE S T E t L 6.) STORMFILTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE CATCH BASIN STORMFILTER CATCH BASIN STORMFILTER MANUAL FOR DETAILS. ----- Q 7.) CATCH BASIN STORMFILTER STRUCTURAL. SPECIFICATIONS: STRUCTURE CALLOVT ID _ CB B8 STRUCTURE CALLOUT ID CB B10 N • WATER OUALITY FLOW CFS 0.02 WATER QUALITY FLOW CFS 0.02 Lu a • • � • � � � � � � � � LOAD RATING: 20,000 LB, _ (CFS) CONSTRUCTION: 1/4" STEEL PLATE CONVEYANCE FLOV: (CFS) 0.20 .JNVEYANCE FLOW (CFS) 0.20 1 _ COATING: CORROSION RESISTANT, ALL SURFACES RETURN PERIOD OF' PEAK FLOW 25 YEAR RETURN PERIOD OF PEAK FLOW 25 YEAR 1u 0 d UNIT WEIGHT: 650 LB. MEDIA TYPE PERLITE MEDIA TYPE PERLITE Lu INLET GRATE. DUCTILE IRON RIM ELEVATION 286.00 _ RIM ELEVATION 290.25 _ s PERIMETER SLAB: REQUIRED (CHECK: RIM - IE-OUT 2.3') I.E. DIAMETER (CHECK. IOU - IE-our 2.3.) I.E. DIAMETER a INLET STUB 284.20 6' DI INLET STUB - -_ OUTLLi STUB 283.70 8" PVC OUTLET STUB 287.95 8' Pv_C Q -T- U The STORMWATER MANAGEMENT CONFIGURATION: CONFIGURATION: -� LIFTING EYE (TYP) - U.S. PATENT No. 5,322,629, OUTLET - - No. 5,707,527, No. 8,027,839, - OUTLET O e z No. 5,624,576, AND OTHER U.S. in INLET PIPE AND FOREIGN PATENTS PENDING -' 3 SOLID LID INLET GRATE cTllg fnPTlnniALl - `� -' N INLET CATCH BASIN STORMFILTER - PLAN VIEW OPTIONS (AVAILABLE AT EXTRA COST): OPTIONS (AVAILABLE AT EXTRA COST): (] OUTLET STUB - OTHER THAN 8" DIAMETER [] CUTLET STUB - OTHER THAN 8" DIAMETER OVERFLOW [] INLET STUB [] INLET STUB PERIMETER SLAB WEIR CREST 3,000 PSI CONCRETE 110� (BY CONTRACTOR) _-iNSIDE RIM INSIDE RIM -- TO INSIDE OF RIM_ ❑ OTHER: [I OTHER: 1 7/8' 1 7/8" 1 7/8' _ (BY REINFORCING BAkS . - 4" - (BY CONTRACTOR) -t _ STORMWATER STORMWATER - - FILTER CHAMBER MANAGEMENT INC. MANAGEMENT INC. INLET 2'-3 3/4' (2.3') 12021-B N.E. AIRPORT WAY. PORTLAND, OR 97220 12021-6 N.E. AIRPORT WAY. PORTLAND, OR 97220 j -- --. SCUM r (503) 240--3393 FAX: (503) 240-9553 (503) 240-3393 FAX: (503) 240-9553 BAFFLE / --� U -• �`8" OUTLET PIPE C) STUB (STD) F4140 -4-� 0? VARIES OVERFLOW / U M WEIR WITH - N FILTER- FILTER CHAMBER INLET/OUTLET CHAMBER CLEANOUT CHAMBER 1' S' }� ti CLEANOUT OPENING OUTLET M11 Cn 0) CNO IN C`iGRFI�JW WEIR ® O TYPICAL TYPICAL 0 0 CATCH BASIN STORMFILTER - SECTION VIEW q-q CATCH BASIN STORMFILTER - SECTION VIEW g-g SCALE: N.T.S. _ SCALE: N.T.S. r- ® C- I:13 u) E co _1 TYPICAL WATER QUALITY CATCH BASIN � C5 C9 SCALE: NTS .� Ca Cu 0 L V 0 Cu � c1 o �. �--- � CD cn r- .® ' CO co mzt THRUST BLOCK •'� � (M M SEE NOTE 4 MUNICIPAL APPROVED CuREIAINER GiAND BACKFLOW DEVICE ---- -T�{,, SEE NOTE 3 �.JJ C SPOOL FLGx PE - -~-- --- ---- SEE NOTE 18 FLANGE COUPLING ADAPTOR FLOW I I -LADDER EXTENSION SHALL EXTEND 40' --_-- -_ -- `- ---- CONSULTING ENGINEERS INC. = - -SWING CHECK VALVE ABOVE THE TOP RUNG OF LADDER f. ____ ___--_- --_-_ 6650 REDWOOD LANE, SUITE 380 NOTES: $� 1 1 w/ BALL DRIP I PORTLAND, OR. 97224 (HORIZONTAL) VOLUME OF THRUST BLOCK 6' MIN BEARING AREA OF THRUST BLOCKS IN SQ FT IN CU YDS (VERTICAL) PN: (503) 226-3921 FAX: (502) 2213--39.'6 rt� IADDER MEETING OSHA - - - 1. CONTRACTOR TO SEAL ALL OPENINGS I I I REQUIREMENTS - - - - FITTING 45' 22 1/2' 11 1/4' FITTIN BEND ANGLE IN VAULT w/NON SHRINK GROUT. I TEE -I- 90' BEND SIZE - I SEE TANDARp DETAIL I � r - SIZE I 1 BEND BEND BEND 45• 22.5• 11,25• 1 II ! I I FIRE DEPARTMENT - ATTACHED LADDER SUPPORT TO INSIDE _(-.- 2. CLEARANCE BETWEEN WAIL do DEVICE 4 FACE OF VAULT COVER OPENING AS SHOWN NOTES: 4 I 1.3 1.8 1.0 1.0 1.0 4 1.1 0.4 0.2 8"MIN, 12 MAX EXCEPT 8"MIN, 9"MAX ! _ ! I I CONNECTION- CONTACT LOCAL v PRQF' FOR 660-WA VAULT. C9 C9 FIRE MARSHALL. CENTERLINE OF RUNG MUST BE SET I 1.SECURE POWER CORD TO SUMP 6 2.8 4.0 2.2 1.1 1.0 6 2.7 1.0 0.4 I -�--- I Y' FROM FACE OF SURFACE BEHIND RUNG - --.....• .�.•_.�.�® _ _ I PUMP, DISCHARGE PIPING w/ ! I 8 50 7.1 3.8 2,0 1.0 8 4,0 1.5 0.6 3. THRUST BLOCK 12 MIN THICKNESS _ - NYLON CABLE TIES. ° _ _ 12 113 16.0 8.7 4.4 2.2 12 8.5 3.2 1.3 / 7/ 4. DETECTOR METER TO READ IN CUBIC lam'-�7_ I I _ - -�_ - -_ II I 2.MANUFACTURE GRATE W/CUTOUT 16 20.1 28.4 15.4 7.8 3.9 16 14.8 5.6 2.3 FEET. I T- - NOTCH FOR DISCHARGE PIPING -- -- - _ WITHOUT ALLDISBE REMOVABLE 20 31.1 44.4 24,0 12.3 6.2 f e Q- PLAN _�� ALTERNATE FDC LOCATION ---- 24 45.2 64.0 34,6 17.7 8.9 -` 1 ---� -I - ----... -- _f - ��- 3.PRUVIDEGFOwER 50uRr.E AS MATERS BA£SSURE AND 2000 PSF DRAIN TO CURB OR J - -- -- - - REO'D FOR SUMP PUMP. SOIL BEARING CAPACITY GROUND LINE T -- -- -- -- -� STORM DRAIN I I ----- - - ---_- - -- �- MIN-6"MAX t_.I - - -- - -- -- -- - - ----- - -- ------- �► �: �yJ°r l��./ PLAN ROUND CATCHBASIN - _ -- -- -- w/FABRICATED I i- ---- -- 4 -- -- - -- GRATE. VIVIL. �` SMIN. ^ -- ��r\ ;T - L r DETAILS 18" T&C OR B&S ROUND CATCH BASIN ~ - CLEARANCE ON PROVIDE 15' CLR w/FABRICATED GRATE, " •• + �' OPENED OS&Y I - ISOLATION BALL VALVE phase Permit Set 1 A VALVE � �� J TO ANY OBSTRUCTION GALVANIZED AFTER . , �F ( ON EITHER SIDE MANUFACTURERING I 11 __ QF LADDER BEND V R� TICf�I_ BEND - date December 19, 2003 RR--v I 11 INLINE CHECK VALVE CLEAR TO _ �d� 1 TO ANY ISOLATION BALI. FITTING RDD PI � --=-n=-� �=L1� VALVE SIZE SIZE EMBEDMENTrP.VIS10!15 �,. --- OBSTRUCTION 4'-12' 06 30'- -INLINE CHECK � ,-_ T - - - -- VALVE T 14'--16* 08 36' 1 I - RODENT ATTACHED LADDER II SCREENnt - 1 N T - -J L�_--_-�-•-- - -- _----- - _. SUPPORT TO FI_R - / STANDON' - II OF VAULT - - _ - - -- - c i Q ES° •PIPE STAND L - - 1) THRUST BLOCKING AT ALL TEES, BENDS AND ---INSTALL SEE CONSTR. � ENDS OF PIPING 2) CONCRETE BLOCKING TO BE POURED AGAINST !I ( I STDS FOR PUMP UNDISTURBED EARTH ! I I 1 PROVIDE 1/3 NOR,,EPOWFA. ___ _ ----_ - SPECIFICATION; STRADDLE BLOCK STAINLESS STEEL SUMP PUMP 3) ALL CONCRETE TO BE CLASS 3000 SEE STANDARD SUMP DFL41L - --- - --'- -' SEE DETAIL No 200 4) INSTALL 12 MIL TOTAL THICKNESS POLYETHEIIE SHALT _ SIDE VIEW FRONT VIEW ELEVATION SET CATCH BASIN IN 4' MIN, CONCRETE------ AROUND FITTING SECURE SHEET ENDS TO PREVENT UTILITY UTILITY _ _ 1 ALL aaouNn SUMP. USE NON INFILTRAT!ON OF DIRT BETWEEN SHEET AND PIPEproject# 03020 BILCO -" - " --" - I I - 1! LADDER SHALL MEET THE REQUIREMENTS FITTING PRIOR 10 POURING THRUST BLOCKING _ VAULT VAULT _ TDP r' AT VAULT FLOOR, SET TOP OF SIZE DOOR ■ t- -A_ 11 I C9 C9 OF OSHA AND SHALL BE PRt)vIDEd WITH . .. 5) PROTECT MECHANICAL JOINT F0_LOWERS AND BOLTS _ WITH FOC w!U FD _ 3 577-VA _ _57_7-WA J-SqL --6' LAYER CRUSHED ROCK _ A LADDER EXTENSION IN ACCORDANCE WITH CATCH BASIN GRATE i/2' BELOW FLOOR • ' _ DISTRICT CONSTRUCTION SPIiCIFICATiONS. FINAL GRADE. FROM CONCRETE WITH TEMPOARY FORM' AND _ POLYETHENE SHEETING SEE NOTE No 3 _ _ ELEVATION TYPICAL 4 577-WA 577-WA J-SAL 6 676-WDA 676-WA J-SAL 1j 6106-TA 61WA~ JD-3AL S DOUBLE CHECK DETECTOR ASSEMBLY 4 VAULT LADDER INSTALLATION DETAIL. 3 SUMP PUMP DETAIL 2 THRUST BLOCKING' 10 5105-LA 510b-LA -JD-3AL .-,- w-•OR EauaL• APPROVED BY ENGINEER C5 CII SCALE: NIS C9 C9 SCALE- NTS C9 C9 SCALE.- NTS C5 C9 SCALE: NTS y/ur Ave Iyniu SIT2003-00037 90f9 Q1f1101 TI1D111�YJU11W luIBurTAI r�r a+M, +,'+o^�i w 01 4F AM MDU ?orn m•.. .... „-..... ,++^".w11�n'r'.,.,.7w++ievrnw,�n.�.+c.,...,...._ _- ._ ..._.-.. _. -_. .� .......-..-« ...._ _._,_-..-_.-.._ ._............ ..... .. ..,,........ .,«.,.». _._... ..... ......,,.. �..._.,.... _ ...._. ,- ., ,. na+w.... a,««.iaay.,.,+u+w.w .,.«..v.h!r<+ra'm�«"�.,. ..v.w.,., .. -.... _ ..,.,...,. w,ww+,.r ..._.....a.MAN.1'Mwi*.�I,II�"�fMIM,�'...., .n._..._.... -.,.. _... .. ,. ...•. ,........... .... ...,...,..,,,...,,..�Fl. r,•w,. _,,,_.. .�.•,1 i�,..,.,..,.,,,.,.,.+re!.Mu,wu •nv mIMM+�M•�.'! 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