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12625 SW 69TH AVENUE a r*4 17)& ,LAC (:: t [�� (Z) I=A 1= I 1< EE L�� r T *igard , F CITY OF TIGARD - Approved.............................................. .r JG / Conditionally Approved.......................... Q1For only a -------- �/ _y 1he Jorkas de, n7 �d PENUTNO �n Nil Sea Lrtter to: Follow..... Attach...............................[ j / Job Address: RESS 14 W SCEDULE OF DRAWINGS _ - \ SHEET TITLE Ul) I i N COVER SHEET G--1 ` !TE PLAN Owner. G--2 SITE GRADING AND UTILITIES 010 C-3 EROSION CONTROL PLAN10 DR. JOHN MCCR.OSKEY � � ELMHURST G-4 SITE DETAILS _ — 14125 SW 142nd. r�j� w Y > - Beaverton, Oregon ---, < TP-1 TREE PRESERVATION PLAN i t Phone: (503) 646-9157 l = ? �- 00 cD L-1 A LANDSCAPE PLAN _ I —' —__ — ~ rL� t►7 = BEVELAND (SL-18 LANDSCAPE IRRIGATION PLAN SIN GONZAGA � � SURVEY- — — Developer: _ - - - - �� ANI ARCHITECTURAL NOTES Meadowlark Partners LLC N_ MP ON ST U_) A- I FLOOR PLAN 1750 Skyline Blvd. Suite 224 { - - yl \ u A1 .1 DIMENSIONED PLAN Portland, Oregon 97221 SI TE - �- A-2 REFLECTED CEILING PIAN ". Phone: (503) 297-6030 \ ( Q - P Fax: (503) 297-6184 v� A-3 EXTERIOR ELEVATIONS • Of A-4 EXTERIOR ELEVATIONS - F--- B-1 INTERIOR ELEVATIONS I" K Z • -' B-2 INTERIOR ELEVATIONS Engineer: w B-3 INTERIOR ELEVATIONS -- --- -- < B-4 INTERIOR ELEVATIONS VLMK Consulting Engineers U 8-5 INTERIOR ELEVATIONS 3933 Southwest. Kelly Avenue y �,, D- 1 _ ARCHITECTURAL DETAILS - _ Portland, Oregon 97201 `LL Phone: (503) 222-453 D-2 OPERATORY ELEVATIONS AND MILL-WORK - - - - Fax: (503) 248-9263 �j / D-3 DETAILS _ _E- 1 ARCHITECTI!RAL LIGHTING PLAN r E-2 V POWER PIAN P-1 PLUMBING ANG EQUIPMENT PLAN IV P-2 PLUMBING SCHEMATICS Architect: �� - - - - J \ Total Health Environment Design Inc. S— 1 FOUNDATION PLAN_ Barton Oaks Plaza 2 9 2 _ _ F 901 South Mopac, Suite 420 3 2 ROOF FRAMING PLAN - Austin, Texas 98746 •• S-3 DETAILS y Phone: (512) 328-7744 Edward Freierson REVISED / REISSUED DRAWING NO CHANGE TO DRAWING DELETED DRAWING Landscape Architect: John Butts Phone: (503) 636--3750 VICINITY MAP Anne McCroskey ,✓ 636--8638 N ' S. SI197-0042 12625 SW 69'x' Ave r I ot'9 VLMK PLOT DATES: 5/13/97 16:38.59 CJM- ____ 97092CVR 5`19/97 15:.39.26 CJM -- TrirIIIIIIiIIIIIlIII11IIIlIiI IF THIS THIS DOCUMENT IF LESS LPGTBLE THAN THIS NOTATION, I � � I S I I I 1� 4 1� 1l1e IlTI lIt1,1 j J � S 6 S lI II II I � I� IIISIIIIIl l lll 1e Tl 11l 1�11T1T�11 111 111 11I 1� 1I 11I1I1I 111 11 11 11I 111 � "" - $ I � IT IS DUE TO THE QUALITY OF No.36 �' �— � 124 THE ORIGINAL DOCUMENT. -- — _ eeii � 9 VIII �IIl�illl IIII�IIII IIIIIIIII IIII�IIII IIII�IIII IIII�IIII Illllllil IIII�IIII illllllll�III�IIII IIll�lllllll�tll�llli�����������������iili�ii�iiii�iisiiii�u�iill�iui ilillllii iiu�iiii itll�llii iiil�iiu II��I111111911111111 Qll�nu�Illlnl sn�nl�l -llllnl Tl�N III uil Ift— I S. W. GONZAt� � STREET ( VACATED ) Ix15TRIMAN M5 8' IF OUI 24.3.5 4S) 1 16• 4" tE IN 24',.5 1N I IE 248.Ot ,� tTHIS AREA '4• ' JR NEW RGHT OF�IWAYEFOROSTREET ;r1/`: 24" W � �� 10 0'1 � h, ENV OF NEW,WALK, CUND PAVING Al {. ,1, + •I nl. �'y !.ti 1. '; 1 I Y T r Mq ALf r u, b 11' 1 1 1 , � 1 i i 1 I� II , 1' I 4 � I 2 1 1 i t 1 I; '1 f , Ir '.� 1 I I' 1 I •i, '! 4 1 b 1• 1 r /J � ' •yJ. , i+ '�`�t'{i;� ,�f' I c„ 'ial ( '�. � ' •�•� '.1 ,I•,'„ I ;,If (t]!r ) ',^j / , .'Fp , ' ' I .! I', I- ., ! I � { it ! + •I I' 1 ''ll il''I �.i, t � I V1 / I !,: � ;tt s ., }I I � 1 'ti •tt7f 1J.' 1t1 _ —_.. w ,/� b•r .,' I II ., ,1 "11 I' i •b f �''11' ,1 `1! 1 'i) irl 11 / y 1 1 I r k �• rn.. t t 1 i l a I' 1 1 / , '1 'I I 1 IA}• .11.1 ..,�,,,y , .b i t • t t 3j f f' t 1. . I 1'` 1 I'. 1 I. , I I , , I- !I 1 I 1. 1 't ! i 1 1 ,1� '1 it I t I 1. f t I.7 I 1, aI - 1 i. 1 ! { 1 , I I � .r IT r I 't• II fa• 1 , Ct t f c , 1 . . +J µ i' s- t �4• o b. % 1 ,r 1 . 1 i. ,k J 1 I i ! . r `r / I x i b t 5' 1 I b l 1' t, ( I 1 t 1 !1 It Tipp, 1 1 V ,r 1' I' I I 1 4• __J i� 1 I 't 1 / / i• ... ,- -i I, rt .t ., ' i. }1'j, ' .i ,ti ,� �,7.��, ✓ ur`: - t. I ._ . / J/, • LLJ NEW 7.0' MOE l: it _ - , I CONCRETE 'stDEWAI�C la . .'r., ' 'i, 1a •., 1 Qb 1 1 ..s. a.l.'. 1' t ,0 r In � AC. UNIT// 30.0' I• 1 '. FUTURE WILEW144 � '```;��i .'� ; - � , .'' k. � � � ELECTRICAL P41EL EXISTING PROF CRT _—� • NEIN DENTAL OFFICENEw PAVING /f ; LINE' c,t:r -REAR ENTRY 2'964 J F i 1 _ FF 250.3 BICYCLE PARKING CR/''1t1L sP!"1�IIE A 247.0 .0 ¢ i i, S•ygb4--y���`,: .! °_'1.3,�pR�}�Vi,�. �EX 17- •1 Ill ' '1 ' ' {' Ptd',,, IfIRT'y. 4i- ,'• �' i' ' LLJ - ;la I y1 4,•� - •, "''""' *r't""" „ 1 .+"'"' " ,I '.'wllil!.ml,, ""'"`"" ; 1, �` 3 , ' `I r, r ENTRY W I r� W a _ _ rl q' li i• t; +j r' I I CTS �/ �/ i :0 ,. I+ I'' TRASH NE.. ROPERTY 1;. 1 ENCLOSURE' i I L E t P I \ PEDESTRIAN + i cc 5 SPACES T 9;0'`d'.45. 1 \ !;< , , _ _._ I , ACCESS POINT N ,a +. (3.Q SPAC S AT 8.33' 25.Q' �. ,+ 9.0' '. O .. - �� .•.1.r I .1. Iii' ^•1 .� _ , s',`. 4 '/' ./ + .i ',, ; �1 ` I 1 f •� moi/ `{ r '„1r�«q, }� ;1. Ite'}i` ' 'i•v;R !>'C- .t-plc �,a • 1 ' � .1 I H ,,,,II . . g'' ,. } / •J�„w- � j � ;. 'a .' ,_.� I CIS CV 1 1 1 ! {tom O ,,t;it 11',�!!�ilN�ti��r 1�1 .� �� , �. 4� t'• ...1 \ \\ \ .. .\ \ - - y. � W mT `� - ENTRY COVER LIGHT POLE 1 _.. \ �` _� ”-� MONUMENT SIGN/ 0� ol - hGH MAX i 1 �^�,��. u7 's , • 0 / t I W .� LANDSCAPING NOT TO ! t l v EXCEED 3'-0" HEIGHT r, ! 1 cN y, 1` THESE AREAS cti 2.5 I•C i , ! t ' I I N C-4 g2 � § / / 1Uf-, 1 , lam' � 11'! r1 •+ � � / __.- � I �: I �� 5 SPACES A1} 9 0' a_45.0' ,. I. i E Q AU P(k! u 7 SPACE. ' E30 + WAT R U TY D __._-/l—`- 9• --- ' EXISTIN DITCH / APPROX IE 141.0 , 1 ' 1 t BEET y : y: SITE PLAN t• s 100' - . 10' o' 10' 20' 30' 1 NOTE: �%'T•-!r%'�- -T +, ', -fit/ -+'• — •-�- ! PROPERTY LINE BEARINGS AND DISTANCES AS WELL AS SITE AREA CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. I t Li REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE i • TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. I ! PROJECT SUMMARY: Ik JURIDIC?ION CITY OF TIGARD I I .. ' ',l r�P,1 ..�,I LAND USE ZONE-. MIJE I j LLj ,,,a (_ t �'�— � �� LEGAL DESCRIF' ION, WILAMETTE MERIDIAN WASHINGTON COUNTY, OREGON ! 1 TAX LOT # 2Si TAD - 2600,2700 I I BUILDINi, CODE - U 1 1 i I BC 99 I I t I 0L�j0 ,r '�. ; BUILDING OCCUPANCY - B t ` ?' 0 "i �- ;!�, N,`� ' � UC7 ON TYPE 5- N � . � � I �, � CONSTRUCTION � lt� 0w 1 °•• CJ I i ... L a..J ALLOWABLE AREA: $,000 SOFT I { ( l SETBACKS: Al! STRUCTURES: 0 _j r r PARKING AND LOADING: 5' I !. I � O41 } _ DATE t 7 LAND AREA / BUILDING AREA SUMMARY: MAY 1997 I ; �II:�Yj SITE AREA: 1 I scA�Eoj. N I o. W 0 170th DEDICATION 26 476 SOFT, r. I i _: �3 t' !'• � E � .61 ACRES !• t 9 092 170th ST. DEDICATION x$51 SC�fT. ,Qj ACRES , ol�AwN cHEacEt> i I TOTAL: 29,327.6 SOFT, .68 ACRES , I STB t�rV !-i— t11 v 1 ice. �;i I r" i LANDSCAPE AREA: 19,1913.6 SWFT 65.5% COVERAGE � 1 f SHEET NO PAVEMENT AREA: 7,183 SOFT 24.57; COVERAGE I SIT97-0042 t ,�j yy'�..` �` , r" j� -*-r- VLMK P U 12625 SW 69"' Ave /'�.i I �� +. V Y.l'1 ( I. _ �V! �. .f"`'. BUILDING AREA t, �4f SL?FT DA TES 10� COVERAGE S!7 j97 1 t c 49 PSA 1 2 of9 -f 5 '1„/9 : 3C` 12 C.IM ` PARKING: SPACES -20 .68 SF'/I`H SOFT 5/19/9 .3:9 4 CJM 5 0 9 0:28.7 CJM or 97092G- 1Q 0 i 0 45.12 WTW �- ... Revised D.R.B. Set —' 0/00/97 IF THIS DOCUMFAI'(' IS LFSS 1 1 1 "I I Jill i l l l l l l l l l l l l I l l l l l l l i i i l III 1 1 1 1 1 1 1 1 1 1 I Jill I I I I I I I I I I I I I I I I I I l l l 1 1 1 I T T T 1 1 1 1 i l l l l l l l l l l l l l l l ' �T� I � I � I I � IfI � ISI I � I � I 1 ( I I I I � ISI ISI I � I I � ISI ISI' I � 1 l � l � ll1 1 ISI III ISI LFGIBLF THAN THIS NOTATION, 1 I �, I I Lt I 6I I '� I L r I I I I I _ - ��- -I- -- - �__ -_ �__- ---i_ --�_ -8� yl 10 11, 1 TY OF �-- --- -�. IT I,. DUI. TO THf, QUALI THF ORIGINAL DOCUMENT. -- - _-_ No.�e �j;�x_ 4, I�( I OIE �Z 8h 711111L� 9j' IIT711 711m,11 l S�L L�E I i1Z O�L 18�i �B I L T 99�TI 9�i I�i I F i I L i I i [ T--�6 8 L 9 �9 Jv , L t a(�u. Illll llll�llil illi�illlIllllill lllllII Ilil Uilllll11111 Ilii llll�llii IIIIfIII I IIlII 111!1!1111!11(1111 IIII II11 IIII IIII IIIIIIIII IIIIIIIII VIII I I II Jill lllulllllllll II lillllllllllll IIIIIIIIIIIIIIIIII�IIIIIIIII VIII l�lllu IIS I I 111111Th X1111 u�ll 49 I i 0 LLJ " EXIST. SAN MH 7 .� ?48 IS . & GONIAGA4 ---STREET_ ( VACATED ) - .-- - --- -- -, 8 IEOUT 24.551 ; 1 Z 1 8., IE IN 243.5 �N) iI j � 111 IE 248_0f\ Tl; 5 AREA DEDICATED T:O _ � � ' / I vEW RIGHT OF WAY FOR STREE�'- - - - _ _ _ ,: < f ' t X49 o 04 7:r7/ 251 . •,f1 I :\ / ,� t,lw 3 :�,,' N ' , ' I \ I �E� GtaE Sri / - - - _ _ ,� ., () 4" OS 2 r IE 247.8 )4� - - . _ ,.., I ) 0 � I IE 247.8 ase2 oo 5 1 f `1 Ip 11 ' N� SAN CO ii Q'� NIN \ IZ• I IE 245.5 I I 1 i I i v►O g` A r� �, ml n ": I S, I ao I 1U' 4� SAN i� 3 + I tcm � h0.0' s'�N. S I "�- ---. - _ _ I �. _ ��SFs0.0?00 MI FUTURE BUILDING 4yr_,�� ____� " __- - EXISTING ROPE p -� � I I - NEW DENTAL. OFFICE 4 D5 4 I , i I 00 LINE IE 247.8 f I I ; � I; � D WALK `� j �, I C cm -- 29964 SOFT. 5 1 I N I FF 250.3 i. DS 5 I CRAWL SPACE AT 247.0 E" 247.8 I „ I I c r _ ,, v► - - - - - j i \ U © cam, Lij 4„ DS 1'-- 4" DS 9 cam' 4" (`S 6 ;I M 11-1/2" S _ - - - 244 tij - _ �_ --- - - _ __ �} _ IE 247.8 - - --- -- E 247.8 \ IE 247.8\ ! l E z cv \ +r _- -- /T SIDEWALK - �J ' , - - - - 250.28 .-� M : i Ln - z 1 \ IE 244.6 / �'� ! �'�� �� 4 E 2�►7.8 IE 247.8 ' I \ z Q , L1J 4 I - - - - - ' '- - - -- - I - -- - -= Q 4. - I I � � - - 1 Q ,� // ! " \ If 0 49.8 24961 ; ', 0 _ 48.5 249.3 5 , F_ I 1 /NEW PROPERTY• X48.0 , 5 - - Y--=T , I I i '►+- /LINE / �250.0 v/ I 3 c�V 248.0 I 249.51 } t j �: �- / - - 247 1, 1 4 ' + ( �� I C.n C-4 1 245. 1.�, L ,' •l _ 249. 3 1 1� -j- O -- - � 249.3 �, c / I \ 249.4 249.9 250.2 \ 1 , 1 249.78 249.64 ` f 248.96 I� _ 9�l { J 24 4(9 16 244 � �45 244.2 r j n 10 - - - --- ---- 242 - - --- - - - ' 24 ..4.x3• 4"41 STS/ -245 _ _oo ' I \ IE 241,4 , IM 243-8 ' ! 247.51 { 247.01 ( � � � ► � I I '`� / WATER OU'ALITY POND -244 IE 241.8 G-4 � ,q 146 Ij ?4B EXISTIN DITCH _ A-1, ' / I I'� 245.3 APPROX' IE 241.0 244 �� / � ' 1 ----�� , o I ' ;/ ` __ -..-�___ _ _. _ r I / 70 -6" STS �` " `` , , i vii O �;. - -- - - - ----- -- -- --- S-0-5000 = 1 245 246 247 I I I to -I -b STS _ _ - 6" STS ._ - _� 5 0.0 0 244 > 1? i n°'� �- S=0.0100 MIN ■ ''��, { k IE 2400 IE 240 7 RIM IWO 1NIL 241.0 2 IE 241 5 OL.LUTTON/FLOW CONTROL MANHOLE 2XQ �, '• , 1 I 1 G-4. RIM 244. _' ' IE 2.41 0 � 5" STS I IN 6" E 241. (J:_3:j:) � 4jr5=0 0100 MIN. E 5� EET �E IN OUT 4"W 4;.5 SITE GRADING UTILITY PLAN 1" = 10. ' II z I � E O 2 • � / LA 0 IE OUT 6" S 243.0 ` _ ` - , `• I I i 10' 0' 10' d' 30' yr 7+ 1 fCONSTRUCTION NOTES: ;J ( ;• i o I--� Z ry I h � I 1 ALL SANITARY DRAINAGE, RAIN DRAIN AND STORM SEWER PIPING INSTALLED �� , MJ �` I � / I 1 ,I r SITE LEGEND i WITHIN 5 OF THE OUTSIDE OF THE BUILDINq SHALL BE CAST IRON, DUCTILE ( 1 i I I /� ( O Lr,ND- RD IRON, SCHED. 40 ABS D.W.V. OR SCHED. 40 PVC D.W.V. f ► l f LL. o L�1 - 2. MATERIAL: ff \� ,/ .. -154__ - EXISTING CONTOUR LINE EXIST, �( , a� �� � � i• i , ,l SANITARY' - PVC 3034 U.W.V. 1 � , �, 1 � ( � ,� I � � Lr- 155 �_. . .--155 ® w CATCH BASIN' STORM - FVC .3034 (SCHED. 40 WHERE, COVER IS LESS THAN 15") 1 , j , ,� I Q -- �_""� NEW CONTOUR LINE O / /1 QO • MANHOLE WATER - PVC SCHED 40 OR TYPE 'L' fiOPPER � , � 1 � v J ` i 1- _ 'uTTLITY POLE 3 A CLEANOUT SHALL BE PROVIDED AT EACf DOWNSPOUT. EXISTING SPOT ELEVATION � FIRE HYDRANT !)AfC MAY 1997 x 154.5 NEW SPOT ELEVATION KEYNOTES NOTES �M METER � 1 � ( �b� / I SCALE PRt�J N0. PROVIDE STAKE. SEE SPEC'S QV �V UTILITY VAULT 1 , / ,�, X X.XX TOP OF CURB �, , VLMK PIdT' ATES: I" _ 10 V' 97492 O , l ' 4/28/ 7 1 . 55.24 DMW TRANSFORMER AND PAD 1 DO NOT GRADE WITHIN 20' OF THE 40v OAK TREE SO ITS XXX.XX BOTTOM OF CURB { ! I. 4 29 7 1 34.20 DMW EL ELEVATION ROOT SYSTEM MAY BE PRESERVED. N 1 I I / / I LRANRJ CHECKED 8,m. BENCH MARK ® VALVE BOX COVER , 4/3�Q/97 1 44.22 DMW ~' ��i O REGRADE DITCH TO IE 240.0 AT SJORM SEWER OUTFALL. PLACE XXX.XX '1 ', 4/30/97 1 1 54.53 DMW DMW/DSA JTH • TO C. TOP OF CURB ry;•.ti, -"N - LIGHT POLE MIN. 1 c.y. RIP RAP A- OUTFALL- T.SIDEWALK TOP OF SIDEWALK , i � 5/A`97 17138.22 DSA r B 0 C BOTTOM OF CURB 5 1999 97 14;50.9 G)M 1 -o- -�- WALL MOUNTED LIGHT / t M.H. MANHOLE ' I ' I ` n CONNECT BUILDING SAyLTARY TO EXISTING 8" LINF, APPROX. IE 242 8 r ! 1�/8 /97 I 1 11.37 WTW 3HEEt NO V C.B. CATCH BASIN K < FIRE DEPARTMENT CONNECTION , i 10 11/97 4 55.32 WTW 7I 1t: 4• STS PIPE, S-Jr(5200 MIN. 1' ' I 12/2 97� 581 3 DMW W SI-197-0042 ( _ ___ - - I ^v I / __.. `�__� `J 4" STS PIPE; 5=0.0200 ry �� �, I I fj 12%3/97 I 1 I'? .9 DMW G 2 12625 SW 69u,Ave - ' ' ' f 12/3/97 1 4 .40 DMW 3 of9 i -, 1 1J'�" DOMESTIC WATER METER WITH 1 -1;'2" DOUBLE CHECK VALVE 1' I I' 97092G-2 112 2%4/97 I 1 . 9 63 DMWW OF (12./4-/dl-7 Yh,vcro:,rwaNiliR!�r` Ga.,.:uw+wwa,■w.,w,,.m.rwr. ,. jT II( -111 III IIIIIII III 111 III 111 111 I I III IIII11Y .i�T..tjl f1`fltll I 1 I�1 l�lllil III III Illllll I I III lllllll III III 1�1�1�1 ► t Tit 11>>>1t ►fit III IIIIIIIIIII III I� III �I��I IF THIS DOCUMFNT IS LESS I I I I I 141 I I I L I � j II 1 I 1 I I � � 1 L � � � > > �0 1 11 � 2 �� 1 3 4l 5� 6 7 8 �_ --t-- 1 11 'qy9 LEGIBLE THAN '1'H 1 S NUTS_i )N, _-- _- _-_J _ - �''�_ __-- --_-_ __1...- -- �'� i IT 15 DUE: TO THE QUALITc OF /�/T11�111G1 -� THE ORIGINAL DOCUMENT. _ ._ _- -- -- __t _.-- _ _ -- _--- -- - - - E e�z ess c1z 9sL 9z 1eI c tz ozet IIIIIIIIIIIIIIQIIIIIIIII�IIIII�III�IIIII�IIlylllll�lllTllllllllllllllllllllll 1811IIllll �lllll1911�111119ill�lllllyllll IlllllT �II I�IIII IIIIIIIII�IIIIIIIIIIII IIIIII 111,1111III�III III�II�IIIIIIIII�II � T FROSION CONTROL PLAN -- STANDARD NOTES I-HO--NOTs i I I 1 RECOMMENDED STANDARD NOTES FOR EROSION CONTROL PLANS (FROM IECH141CAL GUIDANCE HANDBOOK, REMSED FEB. 1994) .. _ • '} - . _ .. I , A. ALL WORK UNDER THIS PERMIT WILL REQUIRE SITE EROSION CONTROL IN COMPLIANCE NTH All.. PROVISIONS OF OAR 340-41--455. S'TE EROSION I I t I CONTROL PLAN TO BE APPROVED AND CONTROLS IN PI ACE PRIOR TO , ' I ! CONSTRUCTION. ( f # i 1 B. .APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL ('ESC) PLAN DOES z I I O NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE z DESIGN (E.O., SIZE AND I.00ATION OF ROADS, PIPES, RESTRICTORS, S CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) r C. THE IMPLEMENTATION OF T, - - W MESE ESC PLANS AND THE CONSTRUCTION, (' ^ -� /\ A -T- t' " 'T' i n i i _ . _. _ - - - - - - -'r. rq - _1- ; F\_�. L_ _I•- t - `\-�='- \- �'^ �' 1 _.. \ r�IM /SI .� 1 , I MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC �'1,1 �"� �,_� ^+ �, / _ _ FACILITIES S THE RESPONSIBILITY OF THE .AF'PLICANT�CONTRACTOR ''' �, - - - ' " /" b" IF QUIT 43.5 ;S) I 5` IF IN 214'3,5 IM;+, ) 4 I !t �'4; UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND I \,\, I �^ • + VEGETATION/LANDSCAPING IS ESTABLISHED. � 1�q„ ,•, D. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL a'+ *. ' BE CLEARLY FLAGGED IN THE FIELD PRIOR 1'0 CONSTRUCTION. DURING N 37"'r :'4" t1t. ••�,� E"• i:.' _,�' �1• r THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE '12 ;�TIiE1 „ ., �l� 4" - _ 2 .}� {� FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING _..._ . :_ " �' _T__.. __.._._�,...� Z __._ a \ � SHALL 8E MAINTAINED BY THE APPLICAIJT L NT ACTOR F -' ''g--tib - �..�'_"-"•�,,•= - - .."_ `...._ ` - _ - ;� �, ---- _ _� J,4`7- DURATION _ *� /'0 R C 0 OR THF j / _ ` v ...._ - = t'' �' , DURATION OF CONSTRUCTION. ! 0 F THE ESC FACIlJ11ES SHOWrJ ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WTH ALL CLEARING AND GRADING ACTIVITIES, AND !rJ __ "� ! a SUCH A MANNER AS TO INSURE THAT SEDIMENT 4!� A - + i _M NN R S D MENT AND SEDIMENT'-LADEN ,`�` .-+_.,a �/�r i t t �. _,•_._.�_ - - . '"� fr :,.r... � 1 �:�, ` . + 1I WATER GO NO1 ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE -� __ _.._ .___ __ __ ,,�. .__ __._ _.__ __✓,1 r_ . rl \�,y I w o APPLICABLE WATER STANDARDS. N THE _ /' r 1 " y `'� J „ / . K: • / K, 1 t 1(1 ,1 I { 2- F. r i 1 Z .H_ ESC FA,'ILJTIES SHOWN ON THIS PLAN ARE THE MINIMUM •; ;� 1 rR: �[ 0 REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE � r•, �Z �?' '"'-- - '�",�';; � i �` � � �-•-"-�,• CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS .L,., t1J„;,\E ='» '� O `-� #' *�., 0S PRQ NEEDED FOR UNEXPECTED STORM EVENTS AND TO INSURE THAT SEDIMENT _ j ��y ; ,' 3 I - r. �a% 4' US � _ 1'} C,n7 J I 1�' ; �Sr I I J I I .` �.a tai �f , L_.F, -. r N\ray AND SEDIMENT--LADEN WATER DO NOT LEAVE THE SITE. b" -G„ »A G s ate= I A +�`` /% Ir .z47.:� `1 _ ; G, THE ESC FACILITIES SHALL. BE INSPECTED DAILY BY THE �•,` h F �.�.n B" ( ! 1 APPLICANT 'C r T A ,T -101 ! � 0 J R COR AND MAINTAINED AS NECESSARY TO INSURE _ (!1 I�•.. _ , '�r,_ � '?' '�' � •I�.;' _ --� _ , _ - . , l }_ I THEIR CONTINUED FUNCTIONING. �''' - __ __ t I I j, + 'at . � phi' •v �� , ! H. THE ESC FACILITIES ON INACTIVE SITES SHALL 8E INSPECTED AND ` �"' G MAINTAINED A MINIMUM OF NCE A MONTH R U 0 0 WITHIN THE 24 HOUR_. AA FOLLOWING A STORM EVENT. 1-7 _-__ ,,n `7 !,_r_. _ _ __ - O •-• — --- �.. _.... _... r... _.._ '�:• S,)/•. �._._ !. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO 1 S' y�{� E I ',\ 'ttfda`�` ' �i �,, 1 +� ! , i i� ;nlcd ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND ..!"u.� "a _. I ' �� L---- 1 1 , h v� CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. 1C'" S' ��+~' i V , 4 + r� `' _ . _ 4' SAN __ __�3, `�, 1 M yc - _ _ •� I S7*0.0200 M1N I - *" , • w THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-L ADL NrTJ 1_ ( - - 1'^'• j i � ;, WATER INTO THE DOWNSTREAM SYSTEM. i G•. Nt,, • ,r?'-;, , t , I I , _ 4. r „� t r,r G �, I r.. ►,l F" V".J �F! T Z ){' (''r 4" DS84 J. STABILIZED CONSTRUCTION ENTRANCES SHALL N: INSTALLED AT THE • 4/. ` I tp IBEGiNNING OF CONSTRUCTION AIJD MAINTAINED FUR THE DURATION OF , ���• I+ S L,EA'A«;i ) '' ?'.' [� i , THE PROJECT. ADDITIONAL MEASURES MAY BE RCQUIREU TO INSURE + ! THAT ALL PAVED AREAS ARE KEPT CLEAr4 FOR THE DURATION OF THE cn PROJECT. / I 7 _ -+ \ , T _j 2"-', �\ I ' SAW � ` ` _ w ,,• �" .. .. I L S 1 , M '•' / I_I •� JL ._'Y, �I Il l �,•\!4 �\ r'. I STANDARD NOTES FOR SEDIMENT FENCES 1 THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT N 0 a m = ui • �a�; a ++ 14^ 1� -G w cn — TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHENii �i .:;M. _- .... i' — __ _ I; ,I� -- ,a_t,---� ^>. d _ -- 10 _ _. _ _ op JOINTS ARE NECESSARY FIL fER CLOTH SHALL BE SPLICED TOGETHER _ _ _.. _ - ,�. 1p,6 .,� "('- :� 7.t� __r -� --� It .•. �/ r _ _•}j c. I 1 ! I . - . . _. - pp ONLY AT A SUPPORT POS r, WITH A MINIMUM 6 I - All _- . _ �- c��l NCH OVERLAP, AND ��~ f ' ri 'tT r T. �, BOTH CLADS SECURELY FASTENED TO THE POST, OR OVERLAP 2' X 2" _ ,� - ! _R `� _ ! _ _ _ h N , i ) � r POSTS AND ATTACH AS SHOWN ON DETAIL ,.T,.c _,.t. C ! f _�+. _ .. r_.. _....._ fi f 1' + Y.. ,! '((r� ' •in O !F] I •.ld �• '` 7.t� r 1 r I , I 2. ThE FILTER FABRIC' FENCE SHALL BE INSTPi_LED TO FOLLOW THE 'I CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A r:>''n a,`" _L_a. _ iY..___;_ _�__._.___._ :'_._ 1__ _ _�.__ ? f I --.��_ - �. i j r - - _�! + X ' MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND 4 '_ ,t' ���T� .� �\ f,, �� � �T��`��" � ' � / ;�-�; ,' �` �Y ' _� �, � --� � : � I � � � MINIMUM OF 18 INCHES. =: � rya I r Y3 'y. �, E,' .. . _ _. .._ , rn 3 THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 t „ \. /; , tig.�, �� �r l �.. •,� INCHES. ALL EXCA'JATED MATERIAL FROM FILTER FABRIC ENCE 1 s?' ? INSTALLATION SHALL BE BACKFILLED AND CGMPACTED ALONG THE �w\\ �` r; /\5 j; I I ' + �� l =` 0 "r r ENTIRE DISTURBED AREA. Y _ j' `\ a :� l~. a F+I i I \ I I' i �y.� i i I I l t I C"4 4 STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE O ,„Tlr c�J MANUFACTURED STITCHED LOOPS FOR 2" X 2 POST INSTALLATION i, �' `, \� 1 \. tr _ .. ._ . _ _ _ r I I 1 + ! 4,4 STITCHED LOOPS SHALL BE INSTALLED ON THE 'JP HILL SIDE OF THE , `c� .,,�� \ / / �! _ I __ _, .��! i {Ty p SLOPED AREA. �� '._ - fo O ,.•�\ ' •� //r _ - +i' / ..- �. 1 ..�-.- _ _._.yam - _ I 1._ _ ' i i I r •u" 1 •,, 1 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED r THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN F- \ / i '+' _ �" ', ► i� ! PERMANENTL/ PROTECTED A►JD STA.BIUZED. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY J I'T ��s1 Tu -- ` �! - r / 4 �1 s ;f APC'UCANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL. AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS S ^, _HALL BE MADE IMMEDIATELY. \ GRAVEL ENTRANCE SEE ANGLE BOTH ENDS OF FILTER FABRIC �— FENCE TO ASSURE SOIL IS TRAPPED 1 f • 243 r--INLET BARRIER - SEE y ,J",• , I R �. ^�. i i t 243.tb G-3 .� i/ l_ \ _ ---•J .r SEDIMENT FENCE - SEE 242 t' �-3 r. l INTERLOCKED 2" x 2" POSTS X41 X` AND ATTACH y _244 f\ ;Pit' . VIEW , , Af - , 1O� VI f Yt'H ER4't�`lAIJT'( Pfk;f}_ • ...�'' ' ` ...� _•._,gyp,,,1.,-,r_.. _..�.. l � + , _.`• ; I, ~2�� 4 �.,• v ' 1 �-_ I �I\ ! (• t I FILTER FABRIC MATERIAL � . �i j '' `` 2 ,_ ._ - +LI) E�,CR' C'aL 36' WIDE ROLl.3 O _ .. _ \ \;� .- -_.. ... _.. .. .. I \ a �iN , _ . _ 24 I Ll - __ n+HCl-T� lr _ 4 S �- ;4, 012 C:TQ , « 247 ---._. •t { i I + 1 � p +ref•+' '� 1:,:'�i �. _'Z_- �' ' � .\'", `. ' i,�.� s •1 ' f,;,'?>ti;4•y,3Y ., ''•: yT1+ Y rtl2r! L4•. `' 'I`a trY'�9rT .:=l` ,�. i'•iM « _ ar i .:Ie't �. e', '` - F,�- ' I \I IT <41. T,. it nl�/;" L »✓ ` 0 •. _-'y-= ( l:;i:+ 1e+n, L +N t. NL _•., c. l,, :N I ! �' r, ��� < <r ! J :t IL. ;,,.11 4" W 241 4. LJ 6' MAXIMUM SPACING �! EROSION CONTROL !'LAN -!� � ` FRONT VIEW 97092133 1"-10 0' . 2" BY 2" FIR OR PINE POSTS, Li Z O STANDARD OR BETTER OR �p�\�� d EQUAL ALTERNATE: STEEL N� S`' ry u L-I FENCE POSTS _ _ QP�Or1 PLCF S01 •� O �! STITCHED LOOPS TO BE ' I I ' USE STITCHED LOOPS RUNOFF WATER WITH SEDIMENT / d� INSTALLED ON UPHILL OVER 2" X 2" POSTS C)� $ �o b+o.�'J ,� �4 L L SIDE OF SLOPE '° GRAVEL (12." MIN. DEPTH) .� ° Q t _ 18" MIN. gyp: j FILTER FABPIC — ---- I o `day do 9 /' M-- 1 MATERIAL- 1 w ^• o+ BURY BOTTOM OF �./� ♦ d "'° �'„ °' `y ' +oe$�e8 e f��' °'o8au a+ v � FILTER MATERIAL �� $�A `� HATE IN 8" BY 6 TRENCH � --- - e$"�' �' o g'3� MAY 1497 i�� -�_ ' v (�� °_'_ e e RADIUS 25 MIN. SCALE PROJ NO 117 COMPACT ALL AREAS OF �- ��; ,\. } CLEAN PIT RUN OR 8" MIN, 1"=1n.G' 97092 FILTER FABRIC TRENCH ; \SEDIMENT _ T2"-MINUS GRAVEL DEPT?I8" � '`•* ,�' \WIRE MESH WITH FILTER DRAWN CHECKED _ FABRIC ON TOP SURGRADE REINFORCEMENT S I D t. VIEW MIN. OEOTEX TILE, AS REWIRED PROVIDE FULL WDTH OF "o WTW JTB FILTERED ' INGRESS/EGRESS AREA WATER SHEET NO 1 SEDIMENT FENCE r2""'N INLET BARRIER 3 GRAVEL ENTRANCE DETAIL — S:ERO-SERF 1/20 V--00 _ 7 SERO--INLT 1,/2 = l'-O'" SERO-ENTR 1 ' � 30'-'0 V MK PL TDA G v ? 10/20/907 14:57.49 WTW qy 12/3/97 10 39.33 DMW or ,I C: ACAD VDI. 7092G3 12/3/97 11:13.27 DMW � �� til'I 17-U!142 12625 SW'69 Ave a 0f9 .1` al+r'+.,d+, ,'.1'M: i'P,.'w�„KMr'e.,Q ,� N,.,. .i W•., a �' :;mow ' .. q� Tll��A — I '-/+m IF THIS DOCUMENT IS LFSS 7� Ilf TII III III III III I I III III III I I III III 111 IIT III III 111 I 1111 111 ill III III III IIIIIIII III � I � 111111IIIIIII I I� � � 4 � 6111111� it " � 1 �bilii. � I �� - I�J Ll?GIBLR THAN THIS NOTATION, �_�_- .m� — _ I_____ Sl_— b _� q IT IS DUE TO THE QUALITY OF cJ� 71 THF ORIGINAL DOCUMENT. -- No. �• �IIII ��Illll�lllllllllllllillllll�lllllllll�NillI�IIII�IIIIII���III�IIII IIIIIIIIIIIIII�III��llllll �IIIIIII��III1III��IIIIIII�IIIIIIIIIIIIIIIIIII IIIIIIIII Illlllllfil IIIIIIIhI IIIIIIIIIIIIIIIIIIIIIIiIII IIIIIIIII I�II�`illl `IIIIIII �i�llllllllllQllllllll�Ilillllillsllllllll I�IIIIIII! IIII�NIII i WATER QUALITY c 2" THICK, 30000 P.S I. GRAY IRON, ----- DEPTH-2.0' Y E / HEAVY DUTY CAST IRON GRATE. _ ELEVATION / \ I --_ - JN PIPE SIZES AND SLOPES PER PLANS - -j SEE PLAN 2. OUTLET CAPACITY: NOT LESS THAN 0 0 - 1 IF COMBINED INLETS \ 4" STORM SEWER OUT ----. 241.0 3. METAL PARTS: CORROSION RESISTANT. N _ v v Sm0 0200 GALVANIZED PIPE PARTS TO HAVE _ INLET PIPES Z ASPHALT TREATMENT 1. ___ _ O ---- F -� -` PIPE INVERT � J � 4. FRAME do LADDER OR STEPS OFFSET S0: N SEE PLAN B _ _ �,`\ � s T wa A. CLIMB--DOWN SPACE IS CLEAR OF w iC 741 n a0 3� )/2 C U. YD. RISER AND CLEANOUT GATEfW Q B. FRAME IS CLEAR OF CURB / •00 '� J_ 3/4" DRAIN ROCK: 5 IF METAL OUTLET PIPE CONNECTS TO I 0.3" ORIFICE CEMENT CONCRETE PIPE: OUTLET OIL TRAP WITH 4" PIPE TO HAVE SMOOTH O.D. EQUAL TO • 2" WEEPHOLE CONCRETE PIPE I. D LESS 1/4". -- D CLEANVUT PLUG � a 24" NOTES TOP SLAB AND MANHOLE RINGS SHALL -�!� ��-GUTL.E T PIPE _ A- CATCH BASIN TO BE CONSTRUCTEf) OF 10 GAUGE (MINIMUM) STEEL - ? CONFOPM TO A.S TM SPEC 478 WITH ALi_ JOINTS WELDED, CATCH BASIN CAN BE ROUND OR SQUARE RIM 244.7 8- CALk PIPE TO CALL;`;C H!;d C-- SET CATCH EASIN ON 6" THICK COMPACTED CRUSHED ROCK OR SAND BASE -0 GALV CHAIN 200# CAPACITY SLACK — --� �:� , Q !` D- BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. WHEN GATE IS DOWN, BOLT CHAIN TO i E- DRILL (3) t" DIA. HOLESCONCRETE IN TOP Of BASIN EACH SIDE- 3•_0"_ c) OVERFLOW IF 243.0 z 1 TYPICAL CATCH BASIN ARMCO MODEL 160 CLEANOUT GATE TO BE — -- p 0. 0 �RpF£ MADE WATER TIGHT IN PLACE W/ MASTIC -�`� iv 2 WATER QUALITY OUTLET v\� �V4 mrd-�'jin WOEDPOD ," 1'-0" FABRICATED CORRUGATED METAL CROSS _ W 14.392�y W/ TURNOUT GATE, SIZE AS REOUIRED OUTLET PIPE -� 30" MIN • T INLET PIPES FLEXIBLE COUPLING GROUT INVERT EL 241.50 ---------� o `SARAO c! N Re-��) 12 31_9le) MANHOLE AND BASE PER STD. MANHOLE DETAIL W � o NOTES: -- f r� 1. ALL PRECAST SECTIONS SHALL CONFORM TO 1 �� THE REQUIREMENTS OF A.S T.M.-C-478 ALL 48' O POURED IN PLACE CONCRETE SHALL HAVE A cwt rte. 28 DAY STRNGTH OF 3,000 P S.I. AND ?" TO 4" SLUMP is+ .c 2. ELEVATIONS OF BASE, I.E., AND OVERFLOW 3" MIN. SHALL BE APPROVED BY LOCAL JURISDICTION. 5 O CAD W 2c © N RESTRIC:TOR PLATE (FOR FLOW CONTROL cr) ONLY) ORIFICE DIA N 3 POLLUTION FLOW CONTROL MANHOLE L,J C 0 CA c',I I N A Lj 1 F� J T lja l �l V / 0 W o LJv 0� UQ Ld UL-Li F ":E 0 va DATE x MAY 1997 SCALE PROJ. NO. NOTED 97092 DRAWN CHECKED i DMW/DSA JT9 SHEET NO ti.,. sr'ry7_0042 SUN G 12625 SW 69111 Ave VLMK PLOT DATES. 10 tE1.24 DMW S of9 UF 970926-4 12/3/97 11:25.59 DMW T Irlllli( IIIIII1�TITI-N_ IIIIITIllllrllllifllllllllllill JF THT. THANDOCUMFNT Jr LFTT T�( I I I I I I I I ' IS1T f:IS D T}TAN THIS NOTUALI TIC)O ��__-- 4 I I C I Q1T JF DUF; TO THF UAL19'Y OF `-'—�--- -�---_-�_� �V_ � p 'f}If? ORTGJNP.1, DOCL'Mf;PI'r'. —T.____ ____ _-._.._ � _ LT 9T I 4T I 6�t £T 6T t�t t 8 g 9�I �4' �III�IIIIIIII► ►IiIl►III I►►1IIIII III1IIIII II►II,iII IIIIIIIII IIIIII►11 III,IIIII ,IIIIIIIIIII I I II IIII IIIIIIIII IIIIIII►) IIIIIII►� IIIIIIIII�IIIIIIIITIIIIIIIIIIIIIi�llll HIIIIIII II Illilllllllllil Illllilll Illllllli IIIIIIIIIIIIIf+llll IIIIIIIIIIIIIIIIIII II� 11!11 11111111 illllllll IIIII�III 'S� 1 . _ �" 'a 11 L C. �, ti*�� r'✓., %;s-A hl: .. kyug,l# tt ', /, t-' , ° 'jM, , 'i- �' w`,�s.,. I ).' r' 1•r r ay.f'' .. I t: h r• - r C - , - I : 1 ..r { ,]:rc,,'1 Ikt.J. yr+ _ t h,. ,ri ^1 �: .. .m .,' Y• , _. , .. @ l t :,v . ♦ .. t�„ I '!. ` , _ JI M,I !:tl ., 7 .I t'f. .." • _ y."":r' • . r � . . l 'ry 'f 4444 � , , . r : r r S ,.',w' rw { r I . . r "1 F+ A i , "lit, .a •'•' i" , , . I til! r. i' ,4 x A, a r 4` v ..yy,�, X 4,4,44,, .. .. ,.: t .. .(• '' .. _(. � ':.tr ^w;,, ��, h t• � r - � , °.•'f. - - f J 1.. r,..4•. , r•- ,• �. - r' . , 1 i 't. ,L.. y1" • 1 ` , - ,t • ' . •r- . til ., t ;r• , r - I, ' I I ' ti .'i a I !r. _ . . - ' - t,: r, ,rpt 1'I, x •t}, • 1' y'" I _ -�' .A , ' t ♦ 9 •-1„ r 's r '',�, , J A 1 !'h" ' , I I , ,r rl t t. L 1., a I I 1 . } S .'i ,1-" i `�" �` , ., ..I. .. ,-,' r•'1 r �' - - F fir, I [• u r a ,. _ i t V , , i. , ,' +l ' .• - - ' } r - - i .. I F. I x . a d• r.. 1 ,f' , II , I J1'. I 4f: .. - f S.W. GaNZAGA STRIET �/ACAT�D ♦ .. 'r '. d EXISTRI;SAN N C ,+- 1 w bl 251.5 ( I . � ,., r 8 IE OUT 243.5 (S) . . „ I I - 1 8" IE IN235 (N' , . d { I 24E1.0 ; . • . L . C i wt I I 1 iE)^ I THI5 AREA DEDICATED 70 NEW RIGHT OF WAY FOR STREET �/ .1� m _' _ _ I r • � .. I f / '� 4444 �_ I I W �/' ,I_ ( I ..'s,l //� / // _ l 1 V" Irl., I '{ 1 ' ' // /' 1i I .. . , ., :1. , . , r• 'r. . ' - -"- ! I �/ ,- I r z. 11 ,.`4. 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