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Plans (102) BU P2018 - 00027 RECEIVED CITY OF T#GARD _01 _ ' I F ` i I . -. . • k #' rt, t,-• ` - • „°'.i<r % F_ DING DMSO EXISTING - «� BIO SWALE - SW Walnut St ,---4 - - ,,..; ' - . -.6 . * ,* , ,- - - !‘ - Ak,14/00, - _ � t i 'F1'".h � ^� � I . .si,,:., Nae i, "N...,..:: S -"�: Ji, .!- 1 �,^--� I ; • den Dr ., � �, -T4W' r 4 ` x ' OA* Ilf' 'T , \ . ,,. '... a -- .. To„-- ' -z-- r” P SITE PLAN KEYNOTES 6 , ( r �. ° '�o ;� - , � EXISTING CONNECT MODULAR BUILDING 200A SINGLE PHASE ELEC. PANEL 'y *16- 1 (� •GRASS \ OTOISTINGELECTRIC3"DIASCH40PVC ,. - . , r• : ,t." '"1." '`r'� ice` �e � '1'." - tri. l T Absthvlew Q _- S ( -I, t ut 4 LGn gi :: i xt VERIFY ENDWALL T 3 S. �' 'y } ~ i: 1::r. • .. OF MOpULAR BUILDING / EXISTING O2 NEW CONCRETE STAIR, LANDING&HANDRAIL.SEE DETAIL C 1.0 I f �' 4 '. trill ,lT IS NOT OVER FIRE LINE \ DETENTION POND i L :-c ' 1 C .. ` ,� , "' .#w .;' A I /. NEW 6'x 12 CONCRETE LANDING AT MODULAR BUILDING ENTRY. _ • �` • a; o O3 4 .. y �,c"j . .SIN . 0 4"CONCRETE OVER COMPACTED GRAVEL,SEE DETAIL C 1 0 1 / <1.l • • mi dtil SW QI'r11SI1�St 7. ; � /U NEW5'WIDECONCRETEWALKTOMODULARBUILDING.4" - `ky~ ,: �- , � � � �� _ -` `\ / SLOPE GRADE AWAYZy .Q O4 CONCRETE OVER COMPACTED GRAVEL,MAX.SLOPE 1:20,MAX � ' "# , ..; � ' �` +�� 5 , Cl .,..:-. , FROM BUILDING,CREATEsn 4'DIA. SCH.40 PVC + FALL 30 INCHES WITHOUT 6 LANDING 5 ' ` © :71..H...... c/? ' I *_' _SWALE FOR SURFACE I r�' T •�. .� -,� . " } � � Ir I` ►STOCKPILERAIN DRAIN TO 8" ::-.' DRAINAGE IfSTORMO5 NOT USED - , Z + x., ' O DIRT ® $r- SW i, -1..r.Marcia Dr x „ _/ CONNECT NEW MODULAR BUILDING SANITARY TO EXISTING * ,:rC ,{ k,_� ; I 5 SEDIMENT FENCE O !,1):-.--''' eIIeS� CfUIt 1 C 1.0 6 4' SANITARY WITH 4”SCH.40 PVC_PROVIDE CLEAN OUT A7 )c'111, yY M =j> ////////// /L_ �� 1:. t W , Ca r� i' I '� 4 BUIIDiNG ` �'' Foster '1 4'BANKv+a t�2:1 SLOPE F NEW MOQULAF� / / CONNECT NEW MODULAR BUILDING WATER TO EXISTING 1 112 , • }. rit . , /,. `�Y• <�1BUILDING % O ( EXISTING AREA DRAIN 6 O WATER CAP WITH 314"SCH.40 PVC,MIN.2'DEEP WI TRACE WIRE r .� .' ,_3 ' or`'* ',1 , 1. 0) i0- 4,....i.,74:1114T1 WI BIOFILTER C 1.0 1. +. •, ''!, - i4 ,t -. FF=261.65 / EXISTING ,, �.,t.�: 93. €. �. ' g HYDROSEED AND BARKDUST BY OWNER AT DISTURBED AREAS ` .-. ' 7j ./, ELEC. O S1N 1��C lnut Lh , •!� `i to ' ,) .1 ////////// //////// ~ti TRANSFORMER EXISTING 1 ,t fes. ..I'' 47 "'*` _ i • ^"_.�.n. t :-.�. __ w --• ' .� .91/711 .,, EXISTING - tis S CO D ' SANITARY MH ELEC. n 10'- 0..-\ O - RIM=245.5 EXISTING —a — • 1� O INV.OUTIN =2'32.5 VICINITY MAP 1 EXISTING FIRE Cl \ / fi INV. =235.3 EXISTING O NTS PARKING HYDRANT / GRASS EXISTING "+ r _ 6"PVC � � � STORM MH l `� 41111k J/ RIM=246.1 ` G *_ 0 ■ p EXISTING �'_0'+ i ��I ii ADA PATH r' , \G%{ \ FIRE HYDRANT J/ Heill iLu t�' \ MIN. oga / ,man II 9 _CC yrs° . 'n. 2'-0" "` ;1- R \ .* � � ii-N.1913/20:p: DIA. STD. PIP ' / .\--\/?''''.1 / HC z co EXISTING EXISTING ;Q �/CONC. PLAY AREA , O.D.) RAILS 1'_ 0++X(111_ COPATH •on0.0.0.0,, OSTS f Lu LL .° ::: MIN. NOTES: I ,n1111 / °�•� �° �'�'� LANDING • BE MIN. 5'-0"x "WITH • • T'MAX. RIS ' AND 12"MA TREAD .0000,=.000.0.00. ' a��aaaaaoo CONCRETE:Al' NTI�DIED .e,c�nodo�000•..r .�.II,�o�an a STRENGTH MIN. 4 ! PSI CONSTRUCTION .a000p0000 ENTRANCE 25'x 50' ...,...•.•.•• I r SLOPE 20 MAX. BROOM FINISH MAX. SLUMP +1' t DIU DGE EXISTING W16 GRAVEL •;,�•;�;: 1-1 "WATER • � CURE-SEAL CAPI I frrirl: �I \ -.- 4"CONC. SLAB ON GRADE HANDRAI _ i I I I, I •SER COMPACTED GRAVEL PRIM AND PA NT BLACK(2 COATS) ASTM 35 KSI ' FF-26265 MAIN3 u W/1171 8 LIP. FF=252.19 LOWE- ` 1 EMBED VE . RAIL „IMA i . , I. MIN. 10"! 8" DIA. -I L 112 RADIUS MAX. CONT. P. Et W SW BENISH STREET O STAIR, LANDING & HANDRAIL I- u) •I TA 3/8" = 1'-0" Z �- IHCHC lin / 6'- 0" Q , C u ) HC I HC w �j I --- ' > WARP GRADE MAX. 1/2" Q UP TO LANDING SLOPE THRESHOLD CO + PARKING \�� 2 irminsimommimmi,, 1 co 1.50 MAX. Mifr — +� r' MAX. 8"LIP FLASHING J 4"SLAB ON GRADE AT BUILDING f CO OVER COMPACTED /. _ - l GRAVEL 1 0 ENTRY LANDING 3/8 = 1-0" FILTER FABRIC MATERIAL FILTER 36"WIDE ROLLS FABRIC -�. `-7- — MATERIAL �'��'��ham' SW BENISH STREET o N ►��.4��j��j�►� N b NOTES: ��7►� 1. BURY BOTTOM OF FILTER FABRIC 6" �� .- . A.. ��-AA��i►.��Q�� - N :rr VERTICALLY BELOW FINISHED GRADE TRUE -111 LI_ _ 1 I_I_ _ L LI_ _ 1 LI_ I L L I I �\ 2. 2"x 2" FIR, PINE OR STEEL FENCE POSTS NORTH i 1 6'- 0" I I 3 OF LOPE BE INSTALLED ON UPHILL SIDE O SITE 1 30 PLAN-0CD MAXIMUM SPACING \ 4. COMPACT BOTH SIDES OF FILTER FABRIC TRENCH ` I iY OF TIGARD — Approved by Planning FRONT VIEW SIDE VIEW Date: 2,-tv--1e MAP &TAX LOT#:2S104AB04700 ZONING: R-4.5/ R-25 Initials: S� SITE AREA: 3.9 ACRES ANGLE BOTH ENDS OF FILTER FABRIC • FENCE TO ASSURE SOIL IS TRAPPED \ // EXISTING r EXISTING GRASS ■ • CATCH BASIN Ali r ■r r 2"x 2" POSTS INTERLOCKED 12" DIA. HAY/MESH iAND ATTACHED FILTER, STAKE AS REQ'D , 13631 PLAN VIEW a , ifill c_1pf,td cg I I L j 1k 5 SEDIMENT FENCE fi BIOFILTER AT CB y p:•EG13geb �� PROJECT NAME: OUR REDEEMER LUTHERAN CHURCH Q NTS NTS P. r. 'e/`' SITE ADDRESS: 13401 SW BENISH ST. , TIGARD, OR 97223 ��.�AS EXPIRES 12/31/18 APPLICANT NAME: MODERN BUILDING SYSTEMS REV.'DESCRIPTION DATE BY ' SHEET ,JOB# REUSE:OF DOCUMENTS --j: CERN SITE PLAN 2018-AR-01 THIS COW MENT AND THE IDEAS �� ALAN RASMUSSEN SIGNS INCORPORATED HEREAND NARE THE PROPERTY OF BUILDINGSYSTEMS PROJ. 28' x 64' MODULAR DAYCARE SHEET :. MODERN BUILDING SYSTEMS INC. APPLICANT PHONE NUMBER: (503) 749-4949 AND ARE NOT TO BE USED IN MOCNF3UILDINGSYSTEMS INC OUR REDEEMER LUTHERAN CHURCH • 0 WHOLE OR IN PART FOR ANY TELEPHONE:(509)714-1918 FAX(503)7494950 OTHER USE OR PROJECT p.0.BOX 110.9493 PORTER ROAD.AUMSY0.LE,OR 97325 - AUTHORIZATION WRITTEN CMODEK RNBUILDNGSYSCUR WEB TE CemDo1'°"'D°y°`°`°°`°m ADDRESS 13401 AlSBENISH Tr TIGARD OR 97223 °WITS DATE 12/'19/1'] AUTHORIZATION. ® + + 1 . . . ,. . . • . . . . • , •. . . . . . . . . , . . . . . . .. .. . . . . • • • .• . . . . • • .. • • . . . . . . . . . . . • . . • z . . . . • • . • . • .• . • • • . . • . •. • • • • • . • •• .•- ••• . • . . . • . . . .