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CONSTRUCTICN, 1 HR SEPAR/�TION BETWEEN LOWER AND MAIN REMODELING �F THE EXISTING BUILDING AND EXPANSION N FLOOR. OF THE EXIS"ING SANCTUARY BY 338 S.F. AND TOILET Cr ROOMS BY 106 S.F. NO SPRINKLERSCONDITIONAL USE PERMIT (CLIP) 2002-00002 V Z zo a w BUILDING INFORMATION Q — NEW CONSTRUCTION TYPE V-1 HR. p� NO SPRINKLERS lL! 0 BUILDING OCCUPANCY: 706 Q IIJe'— �_ o MIXED USE OCCUPANCY: D R AWI N C. INDEX A,DIV. 3 - SANCTUARY, NARTHEX, COMMONS -- - 0 B - OFFICES ON MAIN FLOOR CS COVE' ; SHEET & EXISTING SITE SURVEY Q C-) n F - CLASSROOMS ON LOWER FLOOR Al PALTi �L SITE PLAN LU M Cnz A11 PA°:T:AL SITE PLAN J X: Z 0 PARKING INFORMATION CIVIL DRA'114Q �+ w 'iI�IGS p © � � n REQUIREMENTS (1 ) SPACE FOR EVERY (3) CI D!,A.''•!AGE & UTILITY PLAN Q LLJ SEATS IN THE SANCTUARY: C2 C '. z � DING & EROSION CONTROL PLAN h �' ' CY Q � 202 SEATS/3 = 70 SPACES C3 DFNEWAY, PARKING, DETENTION POND o _� (4) ACCESSIBLE SPACES PROVIDED. 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R Y - �r G1oWp�CJF s�atwAtx 25'-7" --�-----f �\ - -- - --- - wAf 2$,-e.. -- - -� r� A/. = ALIPLE Q W C E.f/. = ELECTRA^ I/ETER © W Z m �t .Irrxa � ,c�.,sA#Aes:s rol �olaa -- -- a�wnr�r -n-'w�l°x - -- -- _ _ —as►►�w.0=Ma ": - �� = CUTTER CURB r = TREE C.R r Q� // ANK Cr � tMf7 CLiYMOW7A0N� CA /.F.�?Jl.e O 'A Z �•�•- Q QLf�tt1/Le AvT L1fAM t 6f/ITIJP dE.=T1dC1 O At-=! (J U o O C I/hC •` f-- i - � o AVMMff iEwsJAe � AC-ZMf S W . S T R E S T h �E��4 a Q BEN / SN 1, o i o h Q O W _-_- --- _ -- --- 5�gn �o -C f-r�0=6B li W V.. ° - - )+ -, - REVISIONS -- Sign No. OR�Q—i�D -- MINIMUM STANDARD PLAN 12' 2TIA �. � N ADOUBLE - DISABLEDPERSOP f--- - -- -_- /.—_-112•^ 3 : ,I ' - o" IN PARKING SPACE 2}%• 12 " ( 18 'U _ -- --- A l l 1 — _ 4 SCALE. -- 20 P A SHEET A10 FOR 51 1101, 1 REFERENCE IDATu—_ a/i2/o2 NOTHERN PORTION OF SITE PLAN — - -- -�— ' JOB N0. ' VAN-ACCESSIBLE IIIC ( I1�1211C ) DRAWN TD 18• PARKING WI i H D.M.V. _'.— 5�6 PARKING NiTH O.M.V. _7 _ DISABLED PERMIT ONLY �� �� ` APPROVED SZ !! 9,_�.. VIOLATORS OLA ORSEO PERmIT SUBJECOTNLY TO VIOLATORS SUBJECT TO 1 TOW NC UNOER ORS 011.620 AND fINE TOWING UNDER 6. 3 PARTIAL 4. up TO •<TC uNDER ORS 811.620 AND FINE /g ORS 811.61; � UP TO $470 UNDER ------ ----- AN-A.CCE5SIBLF * OR40-6B ' U -68+D QRS 811.515 ��' SITE PLAN - 11f4 V _ � t 2- ,. JM_ OR20 bB,D —NE (6) ;PACE73 _ 3/e' SALE: 1"=20'-O" BI RACK --— I I / s ,9„ I 4 ,0 T yp. Sion Background: Blue Sign t. h 0 - d . - -_-�._� .. � -r_ Fainted z I - __-- Stripes • Sign Legend: wni to Sign E.gen wni, cn W `O /_—CTR LINE NEW CONC. I -- � N j OF BRIt1GE WALKWAY r. BRIDGE 17 OR-AID-SlLe.dwg CV 'r E _ K The Disabled Person porking sign is used to designate o The V�N--ACCL SSI BL E sign shall with only be used with sign 020-68 � N to de:,lgnate these porking spores that hove on 8-foot or'sle. porking spore for vehicles with o DMV permit os stated � PORTLAND, GON �� This is the standard slgn for use off the Stote Highwoy System, 1� N DRAWING NO. w. 9, 8, -- - ALL STRIPING AND PAVEMENT STENCIL WHITE _ _ ------- F I n n ATL PL_ �NN I -�- �__ DIVSONOREGON STATE HIGHWAY DIVISION I— i v f� AND BLUE PAINTED CURES OPTIONAL O EL, O N �j , ATF HIGHWAY _ 2 BLUE BACKGROUND PLM2002-003©71 A11 � �, 1 ,—p,. N SCALE: 1 8 '�_ � �• 1 '� P��blication Date: 3/94 Approved 8y: O.T.C. Dote: 1/.92 jPub1;cr:f;,on Dote: 1192 Sof d -- Either but rat bo- f Approved By: O.T.C. Dote /yam ,r.ca.:..-,•rrs>zrr=a.�xm:+cass „r., -.,`w1..•w - .,.........."'* ., _. - NOTICE: IF THE PRINT OR TYPE ON ANY II � I � II � 1 � 1111 � I � III � � III111 IIIIIII 111 III 1111111 IIIIIII 1111111 VIII I III III II1111 � 1111111 I1i11 111111111 IIIIIII IIIIIIIf 11 ! I 11111111 1111111 III 11 1111111 III III VIII I / /, ` �� -.— ^- ^µ-. T_ IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I Z I 3 I 4 ' ITIS DUE TO THE QUALITY OF THENo.36 —*7 ORIGINAL DOCUfJIFNT �r 6Z NZ L7 9Z 9z �Z £��ti iz I UiZ 1 6�i 8t I Gi 9t 9I �i SI ZT II Lt I i � II8 TT 18 �9 I �I r71Y11N1 � II ii I ll�llllll111111c llll�llll Illl�llll ��Illlll�llfll ill! IIIIIIIII IIIIIIIII Illtlllll IIII IIIIIIIII IIII IIII IIII IIIIIIIII III, IIII Illllllli IIIIIIIII Illl�llllllllllllll IIII 1111 Il lllllll 1 ll1111U1i[111111111111!I�IIII 1 I�IIIIIIIII 919 91Z IIIIIIIII it Iillll =Name PCMH SAN MH (E) Kms.... RIM= 243,00 RIM = 241.4 CENTERLINE OF INV. IN= 241,45 (FROM SOUTH) v INV. IN= 228.6 - � 8I0 SWALE' INV IN= 241.16 (FROM WEST) INV. OUT= .28.5 � INV. IN= 241.16 (FROM S. W) s roRM MH (E) Ab � INV. GUT= 239.00 =`� � RIM 241.0 ( INV. IN= 234.3 �,,•^,? $ ��' RIP RAP OUTFALL 'NV. -• INV OUT= 234.2 > EXISTING DITCH OUT= 250.57 8" ?i>3` RAP . .. ... •• . �, r R!,-- RAP OUTFALL INLET TO BE USED - 18 NEER-4�5 ' �� INV OUT 237 0 ,.- _-_- - .- AS OVERFLOW .. 5� LOCATION OFc EXISTING WATER LINE - �'w' T BE VERIFI�' BY CONTRACTOR `�•••,.. B" RIP RAP 16" DEEP OUTLET FOR 0 _ AM_� 60 SF MIN, DETENTION POND BUILDIN.� FAD FOR PRIOR TO CONSTRUCTION. CHECK D �, I.;'�;; �,�„ OVERFLOW STRUCTURE RELUCATE�, STORAGE PER DETAIL \ ..� STRUCTURE ' // --_ HB ~� 5/C3 (TYP. OUTLET STRUCTURE � ��� ���� ---� -- o-=- - - o �n �`'�--' SYMONS ENGINEERING 250. 75 I�:6.P. mow` 0� I ,y f, / SS w AWWA C900 -I.E. 245.2 T.O.P. CONSULTANTS, INC. � o s`p f I � `l DI TCH NLET PER �, � SS �- 10 ____-- DETAIL 50 IC3 > o �. CB #3 �, .� RIM= x.57.80 ,� C5 � � o / ' � � LOW FLOW I;HAIJPJEL ST�' - .. _ , i INV. OUT= 255.10 (6 PVC) RIM= 2 a3.50 41. 0 II / / �� 12305 s.e. foster road e INS. OUTS 3 cr U) r'' � I - - EXTENDED DRY DETENTION tiand or on 97236 4,,.,/ _ j � I ) k • i POND HIGH WATER por , eg ELEV=239.50 (SIZED FOR phone 503 760 1353 �•.• �`• � CATCH BASIN PERI I HB I,J i ALL FUTURE BUILD OUT AS ..: _ ''\ DETAIL 7/C5 - I h� � � / 1� � SHOWN) facsimile 503 7621962 __ zz� ji PROPOSED BUILDING ... I , (FUTURE) / 10 CB #7 (FUTURE) / �__�-_ RIM= 245.52 i / -� I PR 3 AL PAVEMENT PLACED �0 v� - _ D OFS cn ,. N CB #2 - _ f:f �so�vir,� ----`�� " - r l � F `'� \'• � IN TWG 1 1 2 LI -I 0 � J INV OUT= 242.41 6" PVC') -- -- � � �� �`____ s °ro�� �r .--. I �� F f _ EXISTING 4 PERFORATED �\� G L` �Oy .� AREA D44JAI TABLE / -._-- RIM= 258.37 .40 RE T.0.P. �o-s s� r I 41N �.,, `� ,6,)91 '� q 1 6" CRUSHED AG EQATE ,�� / -- 242 (F�1 ) _-- Imo, - ( 005p RFAS DRAIN TO REM AD # y INV. OUT= 256.23 6" P'.C - RIM: 252.20 BASE. FOR TYPICAL ( �� I.E.E242.9p (STORM) -� / i _ _. ¢ 9 -os?~svr�---_� `� I �` INV OUT: 246.48 PARKING LOT PAVEMENT �/ i ` - - OREGON I SECTION SEE DETAIL 4/C.5``� Lj u` I 'so - - --- /°� (J' SAN MH Gj~ - c PROPOSED RETAINING ✓6, AD #2 �i EXISTING AREA RIM: 252.0 _...w /L,\ I - �0 RIM = 245.5 �� \-0 �yy - in \ DRAIN - I WALL 9N F. S ! ) - z / 1^'V IN: 245.87 s INV. IN= 23.5.5 "� -`�- \ O (FUTURE-REQUIRED �`'• `"'' INV OU T: 245.87 INV. IN- 235.4 O' __ ,i I FOR PHASE 3 ONL �I - V IN. OU 235.3- CB 35.3- ii �---- �•• I REr, _NS 6/30 04 CB #1 `'_; Li a� 1 _ I T.0.W=245 AD #3 R/ -RI 259.60 ;:B #6 (FU TU ) r _ '� 1.E. AT EX I��SEW R RIM: 252. 10 -b PROPOSED -� INV. OUT= RIM= 246.55 CLIENT INV IN:251,34, (W) NEW FIRE HYQRAkJT PER �, „ STORM LINC.TO--NG PARKING INV, OUT= 24 ,35 - (OU��) I INV IN: 24�.Q0 (N) DETAIL 6/C5 �- � 2 0 - ':• INV iN: 245.DO (�'W) --�_ II ___1 P - I.E. - _ 242.25 UR LOWER. j p, /� I INV OUT:245.00 � '� 252.00 �T. 24 CONTRACT R TO VERlF THRUST BLOCK �� I �� n �`'� �� � -- BI C;YCL E I ACK _ __----�'' PRIOR TO '� -- CONSTRUCTION. _--SEE DETAIL Sf S-- 3C RMAN _ � 2V�FV N.W. T�"�Ufll1I1/11r AD #4 - S-0.01 ST STORM MH,E) N `__--------- 1 YP.) �\ RIM:252.20 PARKING LOT LIGHT I`�j � LE. 251.67 0 24 75 T. - _ _----( HBPORTLAND, OR 97210 RIM = 246.1 11 . -- '\ INV OUT: 245.21 I (TYP.) - � AD 4 - � W -\ 1.E. 244,65 01V. IN= 239.6 6" FIRE LINE __241-75 T.o.P. l i 4 ADS INV. GUT- 239.5 I S=0.02 NEW SANITARY MANHOLE / �i EXISTING HOSE - I/ _.�--- RIM: 348, 75 (TYP.) \ - ;,, `� ` `'•' /I` / 4" ABS o INV IN: 240.88 (NEW) � �-• NEW FIRE HYDRANT-PER-- 0 N INV IN: (EXISTING PIPE) �� v' DET IL 6/C5 --"- PROJECT S=0.0 4DN INV 0'1T. (EXISTING PIPE) / 1 -� PRECAST �A_UL F - I.E. 251,57JI #3 � ..., ,,.. $S / WITH DOUBLE ` N N6': PV�rSa0,02 MIN 1 1 CHECK BACKFLOW NF'W SAN LATERAL PREVENTION _ I V i • :` ., // .� O �Z - NEW ` DEVICE - ' / OUR REDEEMER ADMINISTP,A TION , Zs 6'` FIRE LINE 5' WIDE CONCRETE _ BLJII-(ING ��• \, I SIDEWALK SEE DETAIL - '�--� - �_ �'� > Q I.E. A T EXISTING `� 1 m- 9/C5 ------- `�-- LUTHERAN CHURCH � , °- o o SEWER L'NE r,.� ; -- -- -- o II �� 240.88 OR LOWER, _ � � � - BLO OFF E EXTRUDED CONC'RTE � ` AD �- CONTRACTOR TO __�- 1 - -- ( ) SITE EXPANSION CURB SEE DETAIL / _..._..._...._....._.... .,__ .� --- - w ._...._ _._Y..._._. .,. v' _ VERIFY PRIOR TO -- -.. t 1 \ - Z AD #1a„ A65 STRUCTION. _.. .. 1, ,N 3/C5 , p2 FF=252.29 _...._.._...._._.._ _ . _'.__�: -_...: :...: _,.. CAP FOR FUTURE 1 . . ; , So i 1 / �. - CONTRACTOR TO Lr7CAfiE EN OF 1, SITE ADDRESS NEW EXPANSION _ I / 6 WATER MAIN AND PRO VID PROPOSED BUILDING L t - J ° "r AS-BUILT DIMENSIr.)NS OF PIPEDEN�SL•� STREET /� % , / j/ ! / / -E/T _,, (FUTURE) I / / '' CONNECTION TO CHECK VAULT 1 S.W.SW SEGMENTED PRECAST -�! � 12 INLINE DRAIN B� wOKht ASS OR/ _ CO I T^ A - t. .f APPROVED EQUAL. SEE AREA DRAIN "� v 1 11ROR 97223 RETAINING WALL. ---_ i� � ,' 1 � J 1 D HEIGHT VARIES FROM - //TABLE FOR INVERT AND RIM ELEVATIONS. �' � � _ ' 2' TO 5' r S Z , / 11 ' _.. 3 ►, EXI NG CHURCH BUILDING - -F=262.65 IW / I `', _ ..._.. _.__ � m � ... . SHEET NAME pa �� METER (E) -J -. , .. W t i/ \�(O � ... � lI _.._I �\ ..._ -_ = �yT.YKLISL' •i::S: W ' WALL DRAIN DRAINAGE / ,. 11 �j`,�t�` GAS (E)-J I /� LOCA TION,'OF. EXISTING I 1 4 PERFORATED i WA TER SERVICE TO BE TELEPHONE RISFR LMLny PLAN � �` 1 ABS ��, �, �, a � 1�...1 1 a. S=0.005 L• - VERIFIFO BY CONTRACTOR ! H STREET Lo P,RIO TO/CONSTRUCTION. IN B EN I S IE: 252.00 r / 1 S. W NEW EXPANSION "'. '•� � � � I •� PA�IV SION 0 10, I .. _...._....._...._...._ ... ...._...._...._..,_... ...._.. ....._,..._....._...,_... .....�I - T�:,; REVISION .. ._.• 1 7. . „ „-• • ,, � -,•,.. 1- _ .- .. _ _,..._....._..� 1 • „>~-� 215102 ISSUED FOR CLIENT REVIEW _ ,,.. Ln EXISTING IRRIGATION c + I .. I 1 '1 ; A2114102 DOUBLE CHE K NL VE. I ,, / ISSUED FOR C,U. PERMIT i / FH Ij - _ -_ _ "�"" Ar 114102 ISSUED FOR CLIENT REVIEW • I. I VeL:..r,:-,:fa:.:..'r^ .. .,, '� I � I � '��``/' '� 1 1 � its I /16/02 ISSUED FOR CLIENT REVIEW t f '� 1 ` 1 A 8/12/02 ISSUED FOR PERMIT i �.. IRRTGA TION \ f, j I I CONTROL VALVE LEGEND I � \ LOCATION OF NEW UTILITIES HALL BE I ` �� SS - -- --- -- EXISTING SANITARY . ; �n ._ ss PROPOSED SANITARY ISSUE DATE AUGi�' 12, 2042 I � � ::• � STAKED BY SURVEYOR USIN. AN � 1 to ELECTRONIC VERSION OF TH APPROVED it 1 ---- -- - - - ST EXISTING STORM � COPY OF THIS DRAWING. ST PROPOSED STORM I \ i, _ 11 -.....• .••.• ExlsriNc WATER DRAWING FILE w 22 �a W - PROPOSED WA TER 4 .. • .. ,.:.__..._ _- ® ExIsrlNc CATCH BASIN PROJECT NUMBER 2202 I' I ,- - _ GAS VA L VE E ' , ■ PROPOSED CA TCH BA SIN _� ►, ,,,✓, ,� ,..,.,,1 o;,.;... O 1' Y PROPOSED FIRE HYDRANT � TELEPHONE RISER f ~~ ` ♦ , ( ,I I ��, 1 1 • PROPOSED THRUST BLOCK SHE �� "'r�Ci "'" I ► -' ` 1 Q EXISTING MANHOLE DRAINAGE LMLO PLAN 1 \ ' O PROPOSED MANHOLE cam, Q U ti\ i r_`: •`'� _ „ �, wY+« 1,1, � o HB EXISTING HOSE 8189 WA R 11a,E TER (E) 1 3 T.O.P. TDP OF PIPE -� - ► OF 5 SHEETS 0•. _... r. .__,rte.-.. ... p `�,� ......... .......__._..........�.........__......, .,....-............_..........._._............_.__......... ._.-....... ......__ .�.�. .� Banish SU- 13401 .:Lz, : ,..,. .......__ _ .......,.. ........_ I .... PLM200 0 38 O �_ ......, __......._...,.... .......- -...... __........__ ......... 4 of z80 _.__..........__......_ ...... I _._...,,.,..._.,... u...aar.:: ..,_.,......a ....• ....,........._,...,..,.-......,.....,,......... _......�-........__........... 1 NOTICE' IF THE PRINT OR TYPE ON ANY • i I 1 III III III III III III I I III III IIIIIII III III III III III III III I I III III III III III III III I I III 'I I I I I I III III III III I I III III I f I I l I l VIII(i I I I I I I I I I I I III VIII I IMAGEI �' I 1 1 ! 1�I I V I I I I I I e I I I I ► I s I I I I I toI ii I 1� �L� �, koy S NOT AS CLEAR AS THIS NOTICE, ----� - - 1 I I I L -----ITIS DUE TO THE QUALITY OF THE N0.96 ORIGINAL_ DOCIIMENT £ 8Z 8Z LI1Z 81Z 9Z 16jZ £Z I ZZ I [Z OZ 8t 8t Lt 9t 91 6i Ei Zt [T� �i 8 8 1G I9 f9 $ I £ Z Iri�w IIJ III�IIIIIIIII►IIII I►I�iIIIII►III I►ILII►II �I�IIIIIIIIIIIIIIII I►IIIIIII IIII I �I Ill I►►,�III ►II► I�IIf ILII �IIl�IIilI�II� ►IIIIIIII�III► III�i�Illll►II�III►IIIIILI►IIIIIIi I�IIIII�I1IIIIIIII��lulllll11111111►1 Illll L111111111 11flu�III�► 1 I ►III►.IIIIIII I I I INIII moo I I r � rur, '•rte' i / 1 1 I ..� �... .�...r �.. . . \\ I I I 1 , \ / rrrrrs Mrrlll w1� rir� war softW ............. Mlkv •• SERIMENTATtFENCE25 -------251 5 : . • • SEE 4 6/C3 \. �•_, .• ,• 1 i 1 ., � `, '..,. ---• ; -247 .� WATER QUALITY/DETENTION .. POND . ., :.' 1 ,1' , ,/�/, ' ' i I I 1 . \ I I I ✓ ` ` ` \ \ y`�- \ ( , - =1 - / -- -- ° 1 J 24 \ ( i ' I I I / • l '` ' ' i, ! I � I I I I � � \ 1 , . I / 45-� �""�``w�, e,2 "`'► „� 00 00 t y0 00 00 00 00 00 CX0 00 C;,,0 \ \ , I SYMONS ENGINEERING ,;•� ;• I ; / \� I { � ` + I ,, � 5 - ,�• , � �`'`�..�•-. CONSULT ' . / / \ I c4 t c - ANTS, INC. 00, / C5 I 12805 s.e. foster road _ - \ Portland,, or on 97236 257.�459.6 ---- -- I , 1 - hone 503 7601353 1 . , f Ii _ � facsimile 503 762 1962 T.0.W. TP108A,3 ;NLET PROTECTION ; TYP') 257.0 RQ N T.O.W. 1 I I I f ! I \ IOU F��f GIE / I I .6 i 6G. 6 } I 1 1 f I \ \ �, �+ ,6,091 • I I ` I 6 } I \ \ X ! 1 T.0.W. I I I � � � I I I 1 t � ` I � �\\ ` � �'•I ,' � t'�,�.��� _� `1 III ,� I • I I 1 � I `� -�� -,�_� _�-..- _y �./ I 9� C. JON T.0.W. I I _,- RENEWS 6/30/041 \ I F1NISHED FLOOR EL VA TIONS S f ._-- FOR NEW A,DDI N%\ - 1w ! LOW,R ENTRY-2409 9 I I \ -- + CLIENT \� t� `� \ i I I I I I 1 1ST FL 04= i \ I } I 0 252.19 I \ I I I I I I 1 26 / 2ND FLOOR=262.6 1 I 1 \ -lC ZAIK / MILLER A TES 26.0 / .� �\ \ ► 1 .7 I T. W. �_____._. I ____.._ } E , 2340 N.W. THURMAN 0 r-� .� 9,1-� 1 �\ ^r I BM EL=246.10± I _ 1 � 0.44 i - , . \ I ! I \ STk4 MH RIM PORTUM, Vf"! 97GfV 5Q3-'222-M 1260.68 %/ / I � 15 t , 59. 4 � T.0'.W ' , \ I _ \�\ --" PROJECT 261.0 / y IvEI� \G'ONSTRUCTION 60.1 / T. W. - _ _ - 1 S 260 1 ► ---ENTAANGE Ttfi-3-�A/C3 A RAMP,- T O.W. ' / 255.29 I \ \ \ 1 c` ,. 1 ` OUR REDEEMER 126 .7 T.0.W. LUTHERAN CHURCH , 289 I 1 / // / / 2:57.05 T. 5-29 \\ \\ f �.- 257.0 _ 5 - _...._..._-........._.. � \ \ \ � - ' � ._•... SITE EXPANSION I 3 ' ' r `\ \ \ {�� .. SITE ADDRESS _ • _ 13401 S.W. ENIS STREET H � TIGARD OR 97223 261.0 ».. �~ _.__.__..- .1_._.•_ SHEET NAME . (1/ I _ I .. _ \ .:s-Y.•tl7s^::tu:-sur GRADING � 1 '1 j I 4 f• I.3 _.. � •. •,/ �' � \ i � `\ \ lv'�t::curt•�s+cf:s+t^.:aailrrr.:carc''s.'-,.. • • EROSION CONTROL PLAN I , _ _•._ �1 ., \ ,� N I S H STREET ~ I I I ,1--•, 4 14 - .•� �'' \ \ - _ `\ ,, �, , \ S. W B E Z REVISION --.1 i _ _.... 26 .7 ... •�_....._..•.._.•.•._...._.•.._.... \ ?e0. , � �� " ,, � ,. 2 6 3.6 4 E23 L (I_ -ru:: ..,.:,-T:• --,r:•, u, _.• .._•...._... _'...._ .• . '�`""--» -- -- \ Q 6/14/02 ISSUED FOR CLIENT REVIEW /.`'ti..• "ts.:..u•:.- - �.w»..r.....�....- 7/16/02 ISSUED FOR CLIENT REVIEW ..._...•.. »•• \ ' FH Q 8/12/02 ISSUED FOR PERMIT I �� :i1 ._._.. , Nt L NO IT II �/1� �Y�'.. _...._...._..._. -...` ` � 3.1V�7 1 I ••, � +. � � '�, '\, , .. . `� �, ` ., _.»•_......._......._. 1\ \\ \ � BIO BAG INLET PROTECTION ISSUE DATE AU12, 2002 I ' " - i ` •1 PROPOSED CATCHCH BASIN __ ^... DRAWING FILE wG I i TEMPORARY BENCH., \ 1 ... ...:...::-r....r.•. ., :: ,-•. _ MARK } f . I! OJECT N R PR UMBE 2202 t G9XSECTIO CALL--OUT SHEET 2 I OING EROSION CONTRbLPLAN x�.XX PROPOSED ELEVATION SCCALE:ALF: 1' �'l!" ,� ,\ � ,� ,\ 1 } i E 16. I !I I; OF y � \ OF 5 SHE�'S t� r, � II �1 `i • i .,. i \ Ij 1'',... i } , ` I 1 j � i}I ..��,�,..��. i \ i I \ ;j \ BenishStr. 13401 I I ; +. • . I PLM2002-00387 k Olra Hma<.,...,.ra..:n<m.,u,•.wmo..M1.,.YM:�Y....IYa .,__.__..a»M.. ..,n.. ,,.,..n„ l'!'" ... NOTICE IFTHE PRINT ORTYPE ONANYr�r Ilr Ill Ill Ill III III I I Ill ! li Ill � � ! , � i Ili ! �I !�! ill Ilr IIIlJill 111111 ! 1i III ! �! ! �! III ill i � ! ! ! � Ii 'IIII!II1III 1111111 I ! jil �i i I � I SII i �illii I �I i � ! I � i � i i Iii iii Illi i - __ 1 ! � 1I I � b � ' � � �I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 - I - 1 - - �I 5 ( g1�l _ - ------L -- - - I I1 IS DUE TO THE QUALITY OF THE No 3e ,_. ORIGINAL DOCUMENT G T 9lT 9 1�►T Slt Z T T�[ �[ fe H -1G -- 41 QI I �$ Z -�T , i�w IIIIIIIIII ����I��I�,������►I►����Il�l����l��l���� ►��►I��������I���l I���I������Ill������� I���� 11 ll ► I 1 I (( �� �IIIIIIIII�IIIIIIIII�I Iilll I�IIIIIIIII�IIIIIIIII�IIIIIIIII�I II I. I,II IIIIIIJI�lllllllli Illlllllllllll�llll�llllll lull J► 11.11 I1 J�1111111�1111ll111111 111 11. l� I � I I B i +e• r SEE DRAWING NO. 260 FOR FRAME AND GRATE A - _ A •.• • - -- ---.-- ---- - ----- _ ..._ __ -- - - -- --- - - 265 DITCH TC H 2b5 BRIDGE DECK, -_ �---� /-- �. DESIGN BY OTHERS LANDING EE= 262.65 _ (-)O SYMONS ENGINEERING 260 - ----- --- y—� PRECAST 260 CONSULTANTS, INC. ----__DETAINING WALL --- --- - - - - — NOTE: GEO REINFORCEMENT REQUIRED WHEN BACKFILL OF UPPER B WALL EXCEEDS 4: 7 SLOPE, OR BACKFILL IS WITHIN PLAN - - -- INFLUENCE OF PAVEMENT OR SIDEWALK STRUCTURES. 12805 s.e. foster road 255 = '=_ — ::� w - - - -- - - --- - 255 GEUGRID OR GEOTEXTILE WI THA WORKING TENSILE WALL DRAIN - STRESS OF 400 LBS PER FOOT OR GREATER. ' P MAXI30 m . p vv portland, Oregon 97236 phone 503 76013 53 -- --- �`_ 2.00'- MPX a.a > BOTTOM a facsimile 503 762 19 _ 3 -LANDSCAPE' FILL f3"\ t 21 " a MAX. V MAX. WALL SECT10"N 1--6 L 9"' OF PEA GRAVEL IN v , IL FILTER FABRIC ENVELOPE - o v v 4 22020-2 CO//-GEO REINFORCEMENT, SEE NO TE. v SCALE. 1" - 5'-0" 1 oo �o P MESA STANDARD PRE-CAST SEGMENTAL � D R�FF��, WALL UNITS - i ' ' �\ �G 1 NR �001 3.DO MIN I o w 16,091 -�__— O 6.. 2'•-3 3Z8" 1116 — PROPOSED COURTYARD �; 1 ,' SECTION A— A SECTION Q — B �'�✓ is NOTES: RE;�EWS 6 j3C/C4 265 _.... _._ 265 � 42" GU�RDRAII, 4.00' 1 DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-47f3 DESIG> ..6Y 0(HERS _ y ASSUMEC INFULENCE 8' OF 3/4" COMPACTED BASE MATERIAL CLIENT 57• OF UPPER WALL DITCH INLET STRUCTURES FOR PIPE SIZES 24" OR LAF'GER TO BE PRIOR APPROVED _. _ ___. ___-_—_.________. RETAINING WALL --1 3" NERF ORATED DRAIN TO STORM SYSTEM S ZA1K I MILLER ASSOCIATES 260 -' / 260 � PRECAST = MINIMUM WALL THICKNESS TO BE 5' - TAMPED CRUSHED REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED _ 2340 N.W. TF;�� RUCK WIRE MEETING ASTM A497 - - _ _ _ D, OR 97210 - - - - - _ RETAINING WALL SECTION _ _ - _ ------- -- ---- ------ 255 -- _ �ti�AI [ C?RaIN- 255 1 -� 6 '__)CALE. 112" ( 2202D-17-W-WALL �-_ s • ed _ DITCH INLET sewerage PROJECT agency 9 Y �. DRAWING NO. 250 i WALL SECTION OUR REDEEMER 3 170?D-1 SCALE: = 5'- 0" r I LUTHERAN CHURC SITE EXPANSION i 31TE ADDRESS i - ------ -- -_ _. 265 �T�.�1 STRE EXISTING SURFACE - ---- --- -- - - - - - - ---- -- -- 265 _. ._ - ` — r - - - - -- - i GARD, OR 9722 - ...�---- -- ---- ---- 0.0�r ,_ rTAINr _ - - - -- - -- - --- ---- - - 260 -- - - - — LANDSCAPE - ------ -- — - -_ -- - SHEET NAME 260 -- - _ STRIP TOPSOIL — - _ - --1-- - + _... ------------ - -- - - --- - ---�t--- - - ------ ----- - - ._ - - -= ENGINEERED (APROX. C",,' ---ari -- �►- DRIVEWAY, PARKING DETENTION POND255 255 r WALL- DRAIN � - - -- _------ PREPARE AREA TO BE — -- - -- ---------19'- _-_ - - -- =_ - -- __ -' - -=�-_ - + + _- __ -- ---- - --- TONS & NOTES FILLED BY PROVIDING + -- 10' REVISION F � 6/14/02 ISSUED FOR CLIENT REVIEW PARKING LOT SECTION WATER QUALITY 7 -H 7/16/02 ISSUED FOR CLIENT REVIEW 1 SWALE H SCA : 1" = 5' 2202D-2 1 �- z 8112102 ISSUED FOR PERMIT ,u — EXIS 11NG SURFACE - -_ _ - _ --- - -- - 265 - --- —' - 265 •--- -.�--_ -- - __ �;yATION _ -------5` - - RIP RAP ENERGY DIRECTION -- _ --_ DISSIPATING CHECK OF FLOW r - 1 --- DAM STRIP TOPSOIL " - '- - \ -11�- 11 -- --------- -- :� ISSUE DATE AI�GAST 12, 2�2 260 .-__ -- - --- ----�-_ =yam`_��INFE'RED-FCL - - - _ _ - --- - __ -- _ - - \ LANDSCAPE FILL _ _ - -------__--- -_- —_�_- 1 = -- -- - - -RETAINING WALLS, HEIGHT DRAWING FILE 2202C2DWQ - RANGES FROM 3'-6`— i _ _a ro BE _ -- - ' — — — — --- -- — ------ FILLED - -- J PROJECT NUMBER 2202 PREPARE ARE, --rte--- -- - - - - - - - -�;- � BOTTOM OF SWALE BY PROVIDING _, �_ -w -_ _— - _- -- --- 255 WALL DRAIN --- - __- _ _ -- - - ' -255 SHEET 3 -- _ SIDE SLOPE OF __ SIDE SLOPE OF SWALE - -- SWALE C CHECK DAM DETAIL OF 5 SHEETS �- DRIVEWAY SECTION 5 SCALE 1" = 5'- 2202D-3 21020--2 ;C ALC: 1 =_ —0 Benfsh 02-Str. 1340187 PLM?.002-00387 6 of 8 •F• mM T•P1v .,..,...__........�__.......,..... .._..._...•..-e u.— _ _ _......_._. ^"� , .l�f wWM wMM^NM.w...ewi,.n .�,.mw.F.Y,111�flI.1�n, � 1.i,'7�PF!'_tt-ty.Y+l'.1 ....., �_.�..•_..• _ .............. _._...w.,.....,..-.--.u.,�:.,,:.....,..... -.s,.a...��..�..a,.-::�.. .--.:�:::� ,, -.n- - -,.' a�rmm;c.,tiar. , x ,-. ..mw�waw,nna�nns.wsnw�a...o.msnme...-.�..p.1�oMnwrTe.eeaw..�wu�.,� .rm.*m...+ve.,-...,.:_...�.m�+.�..�.,.�•.•M•+s�r.... ... ... .._... .. .^P«t;�� _ NOTICE: IF THE PRINT OR TYPE ON ANY ITf I I I I I 11111111 Ill 1 l l l Ill I I I I l i l l l l l l V I I I III III I I I I I I I I I I i I I l I l I 'III I I I I I I I III III IIIIIIIII I I I I I I I I I I I I I I I Irl l l l l lilllll III 11 1 I I I I I I /' ^� ` U� IMAGE IS NOT AS CL EAR AS THIS NOTICE, L _ -11 _ 2I _ 1---_ 41. _ 1 ----- 6l - ----- f _ _ I 1.0I 11 1� ITIS DUE i O THE QUALITY OF THE No 3B ORIGINAL. 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