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DashNumberEnd (3) ,l F1 I i 7 1 1 1 r ; I LJ F1 1 PARKINO LOT ADDITION DRAWING INDEX C - 1 TITLE SHEET I C - 2 PLAN VIEW C - 3 PROFILES & DETAILS C - 4, DETAILS LAND LEY , N T C STRIPING PLAN EA 22 C -- 6 EROSION CONTROL PLAN A _RT "&LSD E - 1 PARKING LOT LIGHTING P, AWS 909 ROSMALE ROAD f HMT pG — GENERAL NOTES PROJECT LOCATION AV 1 . BASIS OF ELEVATIONS: CITY OF TIGARD DATUM, A BRASS DISK IN CURB ON THE EAST SIDE OF GAARDE ST. , WEST OF THE INTERSECTION f WITH PACIFIC HIGHWAY; INDEX NO, 130, ELEV, 285. 71 TVN, r 2. ALL CONSTRUCTION SHALL CONFORM TO WASHINGTON COUNTY & CITY OF TIGARD ST ---- --- STANDARDS AND THE OREGON .STATE PLUMBING SPECIALTY CODE, A WASHINGTON NAlM1T d.R�7lAYAf(,1D1lMIY ScHou s WWI. 43 COUNTY PERMIT IS REQUIRED TO BE OBTAINED PRIOR TO PERFORMING WORK WITHIN S,W, BULL MTN, ROAD RIGHT—OF—WAY, A CITY OF TIGARD PERMIT IS REQUIRED TO s` BE OBTAINED PRIOR TO PERFORMING WORK IN S.W. 112th AVE. RIGHT—OF—WAY. SCH < L H"TA[N RD A« Vic 1 O D ' 3EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. ALL UTILITIES . MAY NOT BE SHOWN ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE UTILITIES R� LAKE OSWEEXISTING . IF CONFLICT FOR DETERMINING LOCATIONS OF ALL U WITH A UTILITY i5 DISCOVERED, DISCONTINUE AFFECTED WORK AND CITY OFTIqAFiD W NOTIFY THE ENGINEER. cAoncl ct iiy Approve.1 ......................................... LEeEAU VE For only thr, ucrk R^ c. ibed in PERMIT NQ S1_7" POWALL AREAS DISTURBED BY ';ONSTRUCTION AND NOT OTHERWISE PAVED ...... 4. �d�lettsf t0:Follow ................................ T ® OR LANDSCAPED SHALL BE GRADED AND HYDROSEEDED. Attach.... . EDY RD —.—� Job A ressyl _ *1(7 Z ST FOR POSITIVE DRAINAGE OF ALL WORK � •� r 5. THE CONTRACTOR IS RESPONSIBLE 0 OS ___.�.....—__. ...—.�.-, O AREAS. (NOTIFY ENGINEER OF ANY NEGATIVE DRAINAGE CONDITION, SH0 6. NOTIFY & COORDINATE. ANY CONSTRUCTION AFFECTING GASLINES WITH ��- "'". •,,� NATURAL GAS, NORTHWEST ��,�� ,.,,►�� ,� `',�. VICINITY MAP WACO NO . 92 - 917 v. Y N .T. S . BENTLEY "°� BY DATE CHRIST THE KING CHURCH B CHRIST THE KING LUTHERAN CHURCH BENTLEY ENGINEERING COMPANY 11305 S.W. BULL MOUNTAIN ROAD PARKING LOT ADDITION C -- 1 2020 S.W. FOURTH AVENUE, PORTLAND, ((50J)503) 2 97201 TIGARD, OR 97224 TITLE SHEET (503) 222-1525 FAX 222-2996 �3 U1 M 011',1 N I.A-L. 1(4.1 Ill f-:1:) CHECKED GSC APPROVED T rpt T PROJECT N0. 517r'- QO REVISIONS DESIGN GSC DRAWN KRL 5CALE NOTED DATE 4/14/92 iiiiiiiiiiiiiiii r+•.,.w.. ..,,,; ea;sti►!ccro.+ rAd'b!+L. ..,'.,wMMo r.il -_. . :.. _ _, . .., _ .... ,_..._. ..w.... .,.... _ . o!.r..,1IlAn.:......rMnS.....uwc».h. - ». ,. "•RPFRv _.. .._ °` "- p,"egp` "'I � -�•- - ^ T '� S � � S � � SI T�TT IF THIS DOCUMENT IS LES -F 1 _ APRIL 29 5191 '9' 4LEGI3LE THAN THIS NOTATION, 2 3 4 5 � _11��12 IT IS DUE TO THE QUATITY OF • Nm 36 �r';�.�-•'• '�""'`"` 'L' THE ORIGINAL DOCUMENT. - -- -- - — - - -._ �oE Z 9Z LZ 8Z Z 6Z £Z Z TZ OZ 6i gi LT 8T Sdt tit £i Zi 01 8 t3 I L I 8 9 11 S Z 7111N�11 IIII Illllllll;�l►Illlll ►IIIIIIIII IIII llll llll�llil II IIII Illl�IIII Illl�lill I I III �IIIIIII l�lll! Illy (l I , ' • 2+95 WA. CO. SID. AREA DRAIN, TYPE /l ` NOTE: STORM FAC'ILIR£S NEST OF IE + •� '_-' ` _ - GRATE 289.50 MH 2rARE r0 BE PRIVATELY (V "' - „ • If 28550 OPERATED trMANTAIN£0. •SILT FENCE ?T --•, - 6J � , N89'JJ'JO'£ 35.23' IF 1 N89.3 3�0 E �.. 1 70.00' I0. "• ` �.. L ;P':. f, 1 4 AXLE d .. '� w, 1+65 JL4' - w FLAT TOP MN b &,, 1_y J08B5 n ...1 , w ,,. ... w� 6' CPL IO" CPE __- . If /N 281,40 __ _ 1- \ , 6 RAZE 28700 10* V IE OUT - 28120 - ; _ _.� - TC. 308.5 "• J 170 TC 298.50 -! FLAT'f0F% MH I ANC L. TC 301.90 ' .E 28600 IE /N .. 2B5.t0 ':f B' E t5' \� If DUB m 285.0 • , .( . T.G J08.21D Qy7+96 Z�(. I R `$ CONNECT TO EXISTING : FLA r.TOP MH 1 J3• . SANITARY SEWER 'I£ IN = 282.00 � T.C. 28B. .' TC JOB 30 R 4 C. 4' P; J o �w r If OUT . 281 80 - ..._ '` NEW, JOB 90 r STC JO .(r0 T u I •1i- .. _ ._._., b I CO •7AT Y.0 8'N X 121 X I'iHCK �• \ h (LD • ETR NEN B J. .O 6' CPE APE -•-� - 8" CPE\PIP£ If. 293.00 8" PE�PI w RIP-RAP BLANKET ♦ • s ll CB • 1 - h O _ w ,.w�. .'. SIDEWALKS Sx 5YC66. w• . 6" CP£;IPE . .e '. �, B: . B" SPE PIPE 6 J )� 1 0'9.3 1 2 DED CURB TC. T9S.5 I - '•:i • n a 2 FLAT TOP MN _ IE IN - 28000 LC 309. �' CS GRATE 296.00 T. �' if OUT . 27980 G. GRAI 0 IX ?90:0 hry \'Y IT B '� �'/( i1 ' TD CPE• pal 60, J9' FE IN - 277 l' ' V _ T.C. 3I2.48 TC 312.26 1 u0in '� 0 - Ch";' I k' EXT(tUDEO CURB/KPLMCY J7j I 1 TC. 297.37 Q) - .. CURB 1 3' A.C. SIDEWALKIn 1y 5 - \ 6 T.C. JI5.26 I -300 -__. . I 5' 4 TC 315.85 ,r . ExlsnNG 4 POMP 70' R - �( 17' R TC 29 30 - TO 300.18 - -.;_.• �.'30'W .�...�..�..�..�..�r FIRE _ dF - 1 . _. . HYDRANT � � 3 REMOCKO� � I 80' GB CONC. • REMOVE I BARN 35' R .._., LEGEND I- NdusE S89'4J'30'W 161.01' t 7 .. f•JR' _ r,C. 314.75 T.0 JU.06 • IP I l6 2 FRRiG. =-.X157. /RR ..-�"':. 1 VALVES REMOVE 1` / ' EXIST WAFER. Y.C. �'f2'40 s:1„ _ _ _ r-RCUR&EMO i• SW NEW AC PA WMENT SAN. S EXUDED LT - _ �I FENCE ENS r �TI �n� CURB .. .. q NEW CONCRETE SIDEWALKS yy I I '). / / TIT I7 & DRIVEWAY APRONS :I/ \ MAIF'CH EX/SYG - '- \ NEW CURB II • CURB - T I SAWLUT 1 / !}• W IIS SAWCUT �- SAWCUr �, •` ' , � >I'/ � I �' Cfy I. � MATCH ... ' FXIS TING T ,4' _ . . }\ya.. r $Ia _-- - //^1� _ GRADING LIMITS V I "7' I •.4 ./ .. - _ �, I 6 - 0 SIM % • EXIS TING CONTOURS 1 I ♦ ( REMOVE GONG StIN i t/ WALKWAY ISLAND _ FINISH GRADE CONTOURS i iNOTES ///�/ Ii �►'' � � SA NCUT iI y /yti O DISCONNECT HOUSE FROM SEPPC TANK AND 1 CONNECT TO NEW SANITARY SEVER. ` 1 CONSTRUCT NEW C.I.P. Litt F L�, CURB tr f.'ONC. ISLAND 2 DECOMMISSION ABANDONED SEPRC TANK IN ACCORDANCE -�- 96,23' / O NTH OREGON ADMINISTRA77VE RULES CHAPTER, J40 RULE 71-165 CAP BUILCING SEWER CONNECTION TO i ti ~ ti ✓ EXIST SAN. S � � SEPTIC TANK. PUMP TANK AND REMOVE OR flLL NIM BANK RUN GRAVEL. r✓ I p r,/ p� O ABANDON AND DECOMMISSION WELL IN ACCORDANCE it I1 ! j WITH OREGON ADMINISTRATIVE RULES CHAPTER 690-220. �J WORK TO BE PERFORMED BY A LICENSED WELL DRILLER ✓ p MATCH EX/ST'C REMOVE & REPLACE CURB �•• •• REMOVE CASING OR CUT OFF AND CAP ONE FOOL BELOW SUBCRADf. :AALL OF _ TAPER •'�•� (,IkP��IMIT�' / PARKING AREA, MODIF�IRRIGATION SYSTEM N MOL VAL VES WES TTO NEW II SIDEWALK A.0 •'�� i - 1 EXIST. C.B. 1 I I 1 '� j _ I REMOVE CURB - / �- _ �,, ELIMINATE SPRINKLER HEADS IN PAVED AREAS. f SUBMIT PLAN TO ENGNEER FOR APPROVAL. REMOVE & REPLACE / CURB AND I• - - _ : >' ' s� ' ' SIDEWALK, TAPER TO • • ' O SANITARY SEWER PIPE TO BE ASTM 0-3034, SDR-35 + MATCH BACK- u �, w +� I - i / � ' PVC PIPE MIN/NUM SLOPf127 MINIMUM COVER PROWD£ ,5' OF SIDEWALK I"4' OF WALK, ALONG ✓ C(EAR AROUND POLES OR �;•`� 452.3 BULL MIN RD. - .+./"'• O J FEET '1 A/VY OTHER OBSTRUCDONS ��"� 54 W '�- •'' i 7 _ •t ;/ " IN THE SIDEWALK AREA. �•� S ' ' r - _-• IP WASH CO O PRONOE J' OR/RCE PLA FIE WELDED 1 w.. _ 1z ./ J. BOXES, SIGN E�„•I'•_•• - 6 I w / I - INTO CATCH BASIN OUTLET PIPE. ?1 C WE EX/ST'G CONSTRUCT 5' CONL� • .y '•' -�� 26' .� 1 I r �•'�•• A.C. WALK - _,.SII SEE DRIVEWAY PROFILE _•-�� i I t r,C. 13 x.50 ks'- '/ MATCH EX15rG � ' P• �� I ` 8 SHEET C-4 ' i" O STORM A7rD PIPE TO BE DOUBLE WALL / „-n ', .. : . .. UGA D Pd.YETHYLENf PIPE' J I 0 R 1 1.- ilP _ I•�• - �"� _ �.B. a -L. CLRR lE ; � 0 / - _ ":. ` - ' -�..�' ADS N-PP OR EOUAL. I CX4, tl' I••� . _�.- _ - - y. EXIsr. C.B. i I OURS 0!'DII TAPER / a - I� Y i•-� O CONCRETE SIDEWALK AND DRIVEWAYS SHALL II I e• iB� i i' ;:y� a� j i �• + IR BRN BE CONSTRUCTED TO WASHINGTON CO. STANDARDS I R CURB AND GUTTER I , - `, ,-�- ^ % ''•.�"' SEE SHEET C-4 FOR STANDARD DETAILS. • �. s • O BULL MOUNTAIN ROAD STA nGVING AND PROFILE FROM ' r�"y,� PLANS PREPARED BY BAIMA & HOLMBERG, INC. FOR TAI R REMOVE s" C : I'. n i� BULL MOUNTAIN ROAD IMPROVEMENTS /N CONJUNCTION WITH DEVELOPMENT END OF - �� y `- EXIST C.B. yD PRl/^r cuRe & CUTTER" "` PIN /.. •ty� 11 1 �,.- !` s r oUN -.�'• c.3\ 4�1 x F`42 OF TEXACO GAS STATION. PLANS AVAILAQLE FROM WA. COUNTY D,L.U.T ,, Y V •• "Y I D TRAFFIC SIGNS, METERS VALVES ETC. (fir ANY) SHALL BE RELOCATED 1 4 *_'+ 40''0• S•�„�" _ O OUT OF SIDEWALK. ' 114 {/V� ✓ EXISTING FIRE HYDRANT ,tic0,•W '� ' CCP. TO AIENA/N� �. �S MDE 5''0' P',SUftVE'i Ec 0%Ds� SEE c-.A PROfYLE _ - _ IR SRH S�r� I_,• LAi`A/ 11 A IRA ICTH��OL PLAN PER ORS 757541E RESPONSIBILITY FOR OF THE IN THE LLE-INR _ `. OA c =;, >rH. PA• MENt �REMOW ENS)'• BA 1'.y7, •� c" I / APPROVED BY THE CITY BEFORE STARLING WORK, BE REVIEWED AND G1 I' .�,a. \� 9� cd+TRAcrOR THE TRAFFIC CONTROL ALAN SHALL 2 WPB ` WA CO NO. 92-977 g�E i• 1 N79 ._.�•' 1 PAVEMENtF �••i AOZ5,65 EDGE OF RR BENTLEY N°' BY DATE CHRIST THE KING CHURCH �.• i CHRIST THE KING LUTHERAN CHURCH PARKING LOT ADDITION - I N BENTLEY ENGINEERING COMPANY 11305 S.W. BULL MOUNTAIN ROAD C - 2 2020 S.W. FOURTH AVENUE, PORTLAND, OREGON 97201 OR 97224 _Y�;, '• O (503) 222-1525 FAX (503) 222-2996 TIGARD, PLAN VIEW 11 305 BN 5UI_I_ NOUN 1,� I I I F'0 7 OF PROJECT NO: 5172-00 REVISIONS � DESIGN GSC DRAWN KRL CHECKED GSC APPROVED SCALE 1" =20' DATE 4/14/92 so IiiI. �- :.��.... IF THIS 'DOCUMENT IS LESS •'TTk 111 111 III III III III�I III 111 III I I�T II-T iT t I I II .-.. � gR �•iM*- �� +•-- j�j7y I I 1� T III III ICI 111 111 111 111 111 111 III I 11111111 Til 111 ' IMI III III 11111 I :7 .. . I 1 I LEGIBLE THAN THIS NOTATION, I I Ill I ' ,7I I I '(� I 18 �I 1b 1 I j],I I I j� ••,I a APRIL 28 1994 A IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. S BL LL L L YL L L IL L [ Bt LT BT [ t LI T II I 8 L 8 9 ► L LI Imn� Ill! IIII�IIII IIII�IIII IIII�IIII illl�llll IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII Illl�llll IIII�IIiI IIII�IIII IIII�IIII IIII�IIII IIII�I IIIII III Illl�llll Illl�llu U�UII 111 �llllll IIIIIWII PARKING { 1' i 1_ ' _ 8' DRAINAGE BLOCKOUT 3, INSTALLATION IN LAWN AREAS I INSTALLATION IN A.C. PAVING FACE OF CURB 3„ 1.0 PLASTIC ----- 6' - 1' EXTRUDED P,C• CAST IRON AND BO,^,'r W/FL.ANGES - 6 PIPE W/COUPLING 2 I/2" CL. 'C' AC 1.❑NC, CURB STREET WIDTH E4, DIA, C.I.P. SOIL ' ; . .� 'e CONIC, GRADE RING -- TOP OF ALC, PAVING 0 I_11— 1 N •_�; P'-3/4'-0 LVL'G C17URSE '� '. 11�—I '' . I � , ' — 24' DIA. C.I.P �ONC• CURB _ I" BATTER M - I EPDXY BOND ----- b , CONC• GRADE RING '- , • ru 1 SEE DETAIL = -- 8� o TOP OF PAVEMENT 00 I ••• ' ' RoaD - 3 n 4' 1 1/2'-0 BASE COURSE i{— `I ` 1 ♦ - - R �•• °O 0 PR❑VIDE WATERTIGHT J CAULKING ARDUNG RISER N ' N So 0 oG o oa '�` SUB-BASE WATERTIGHT PIPE 00�• ° °U�• ° PLUG 3/4'-0' COMP. , ' ! • �� GEOTEXTILE FABRIC rRUSHED ROCK 2' -- 4' — - 2' , , D.I.P. RISER — NOTES SIZE: 4' FOR 4' SEWER RAMP DETAILS SIMIL_IAR 6' FOR )4' SEWER NOTES, FOR SIDEWALK, easE COURSE -- _6_ 3' ONSITE 1. IN LANDSCAPE AREAS PROVIDE C.LP. RISER 24 _ PAVING DETAIL 1 EXTRUDED CURB 2 AND CAST IRON CLEANOUT W✓0 GRADE RING EXT. CLEANOUT 3 LEAVE CLEANOUT COVER 3- ABOVE FG. I. FOR USE ALONG MEDIANS , GUTTERS MAY BE REDUCED WITH PRIOR NTS. �-3 N.T.S. C-3 - C_3 2. CONNECT RISER TO SEWER WITH APPROVAL FROM THE ROAD ENGINC.ER. N.T.S. [APH❑ APPROVED CONNECTOR x S=2% —__�_� 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PS.I. AFTER 28 DAYS _. 3. EXTEND D I.P TO 2' BELOW FINISH GRADE. 4 3. EXPANSION JOINTS 4. CONNECT TO SEWER WITH DIRECTIONAL FITTINGS. ° 4 — _j A. TO BE PROVIDED oC 4 1) AT EACH POINT OF TANGENCY OF THE CURB . .: 4 2) AT EACH COLO JOINT . OC) �. 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS . COMPACTED SUBGRADE '' S) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET . A` ' 4' --� I L-- B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED NON EXTRUDING • FLEXIBLE JOINT-DEFLECTED ?'-3/4'-0 LEVELING COURSE WITH A THICKNESS OF 1/2 INCH PAVED 8 GRAVEL AREAS I LANDSCAPE AREAS 8'X6' TEE FOR AS REQ'D NOT TO EXCEED I 4. CGNTRACTION JOINTS . TYPE 'B' BACKFILL TYPE 'A' BACKFILL EXTERNAL MANUF. SPEC. PLACE TOP AT HANDICAP RAMP 4 A. SPACING TO BE NOT MORE: THAN 15 FEET. I CLEANOUT WHEN OR BELOW PVMT. SUBGRADE -- B. THE DEPTH OF THE JOINT SHALL BE AT LEAST I%2 INCHES . C -3 SPECIFIED N.T S S. BASE ROCK-2-0 OR 3s/4"-0 , 95 % COMPACTION . BASE ROCK SHALL BE TO RESTORE SURFACE T❑ MATCH -`� - EXISTING SURFACING I.D• OF PIPE +18• DEFLECTOR TO FACILITATE SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER IS GREATER . PAVEMENT CLEAN OUT fA DRAINAGE BLOCKOUT - 3"DIAMETER PLASTIC PIPE A. 1.0, PLASTIC PIPE WITH COUPLING B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL OF CORE DRILLED OR CURB ,D INSTALL SIDEWALK WHERE SHOWN ON PLANS —7 SAW CUT VERTICALLY 18' EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. 4 I ._. - VARIES -- 6" I NATIVE MATERIAL, SEE SPECS, �` FOR COMPACTION REQM'T °� �C - Pi TY P. ___wy R=I' WASHINGTON COUNTY 100% GRANULAR MATERIAL �-- LYNCH CATCH BASIN a .a v R=1/2' PAVEMENT DEPARTMENT OF LAND USE CURB AND GUTTER SEE SPECS. FOR MATERIA 1 �� G _ _ AND TRANSPORTATION AND COMPACTION REQM'TS. 28'X28' SQUARE GRATE f T A �'FT11 �•O� SQOC N 24'X24'X48' INSIDE 4 d DATE CIVIL E INE R DRAWN APWA NO. WASH, COUNTY Its. COVER BY HAND 0 DE L. G COVER BY HAND TO A DEPTH OF 6' MIN. WITH SELECT (OR APPROVED EQUAL) iv - NO. . " a� �' AEA 1 B ( M O D.) C S-300 - ❑F 6' MIN. WITH GRANULAR BACKFILL MATERIAL, COMPACTED OQO 8O 8 3,�4'-0 LVLING -- SEE SPECS. �� S�' o ° COURSE BACKFILL MATERIAL COMPACTED o '• SEE SPECS. 8a Y O - , 8� � � ,� - � 4' MIN. 3/4'-0' '� o • goo J�, � COMPACTED BED on`�o' °°g�0 °o PIPE ZONE AND BACKFILL MATERIAL EXISTING SOIL 9' AS SPECIFIED BASE COURSE - BEDDING 3/4'-0' CRUSHED ROCK NOTES COMPACTED BY HAND UP SEE PVMT. SECTION - COMPACTED ECTION - ' TO PIPE SPRINGLINE I.E. SPECIFIED ON PLAN 1. CONCRETE To HAVE A B4EAKING STRENGTH ❑F 3000 PSI AFTER 28 DAYS 2. EXPANSION JO!NTS CATCH BASIN 6 TO BE PROVIDED ONSITE C_3 2) AT EACH COD JOINT OF TANGENCY of THE CURB. ONSITE (PRIVATE FACILITIES) N.T.S. 3) EACH SIDE OF INLET STRUCTURES TRENCH DETAIL 5 4) AT EACH END OF DRIVEWAYS. CONC. CURB\SIDEWALK 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET, C-3 B V[THRIATHICOKNE PRE-MOLDED, RE MO2 ED, ASPHALT IMPREGNATED, NON-EXTRUDING N.T S. -3 N.T.S. 3. CONTRACTION JOINTS Q� 3 A. SPACING TO BE NOT MORE THAN 15 FEET. B. THE E'EPTH OF THE JOINT SHALL BE AT LEAST 1 1/2' �J � O O O CLI O 00 Lr�^i 103 Q Q +cki 0 CLJ ^ N R1 \ � co � CCtj C� RJ II � 'T � Cv O C .j I I +, C1j 1 I ±, CSI I I Q 1 I Lf) (4 Ln r I I + C] CU 11 1 11 II I ~ � U � TOP OF INSIDE EDGE OF SIDEWALK 0.07' ABOVE TOP OF CURB L-Ll �1 �I Z lyti CENTERLINE. OF ROAD PROFILE ELEVATION 0.03' BELOW CENTERLINE OF ROAD � � �.,� _.,. ... _ -. y..... 300 ............_.-_.-------....-............ ...... ... . .. ._ - 00 a 296 29�'' - � H� �, � PVI ELEV 305.15 nq� _..-._ _____.__.- _____.___..��3f -�, _ -�RQUNlI 1.84 CEN TERL INE OF ROAD v' j K A.D. : :8.06 * k 2SC! TOP OF FUTURE CURB W W ( __-- -.____.. 10�� CPE -0.03' BELOW CCN __. -- -.�_._�__._._ _------------ --_____.________-------___ 4 TERLINE OF ROAD - - 884 - -- � ,� t, �• �, - 3� ----- - 1 ^+ _ ..._.. ; - 1. 0' CPE 3t6 --- - — -s - ... -- ,-71010- CPL 312 . .. -f 276 304 .._... ......... ......... . ...... .... ....... VArl �+ 3 00 `�•�`,' `,`.� - - D 0 1 00 � 00 + z+� 3+00 s�so - ---- -_±;� S. W 2 t h VE, (PLIBLIC) S TORM SE WE-R PROFI L E SCALE:--1' - 20, HORIZ WA CO /V O, 92- 977 1' = !O' VE'RT S .W. BULL MOUNTAIN ROAD- MENTLEY N°' BY DATE CHRIST THE KING CHURCH PROFILECHRIST THE KING LUTHERAN CHURCH R �" = 20' �— BENTLEY ENGINEERING COMPANY 11305 S. W. BULL MOUNTAIN ROAD PARKING LOT ADDITION SCALE: HORIZ /� n C - 3 VERT 1" = 20' 2020 S.W. FOURTH AVENUE, PORTLAND, OREGON 97201 TI`JARD� OR 97224 PROFILES & DETAILS (503) 222-1525 FAY. (503) 222-2996 1 1 ";(-)Fj Sid 8111 I. 1'101 41 T A I!•) PT) - '' 0 PRGJECI N0: 517 -UO REVISIONS DESIGN GSC DRAWN KRL. CHECKED GSC APPROVED SCALE NOTED DATE 4/1 .1•/92 • r,..... ,......_ ....,... ..,.-. .;,,;..wn...w..•.,.u:..wa.fi4w..ra��"_"..:.. --.r,�ia'.:..w_nr.....,,..."b!!�i-.. :;;Ar'�P7{tC^id>".'+.a'ioOW(1s'NMkiq'.rac'+a.,,.wrur,"+l+,r/• j f' IF' THIS DOCUMENT IS LESS I I III Illi III III III III VIII III III III Ijl 11T jr I III III T'61 II III I I III III III III Ilt III III I I III � III ' IIIIIII III III IIIIIII III I � ' I ,� x o LEGIBLE THAN THIS NOTA'T'ION, I � I 11 I I I Z I � I .3 � r7P_�rITIT�1111f111114 5 I I � 6 I II �I I I 8 � 1O I 11 � 1G /-1Pi�11. G � � ��L} r IT .IS DUE TO THE QUALITY OF' _ THE ORIGINRI, DOCUMENT. -- -- - - - - -- - -- -- - -- - - E I sZ� F111111 Z1Z EZ Z T��Z OZ 6�T 8i LT 9TSIT 6tEiZT TT � T I 6 8 I L � �9 4 ` fi E Z I'lllV III �� IIIIill�ll III IIIIIII lllilllllllllllll IIII�IIII IIII�IIIIIIiII�l lll�lllllllll�llll II (IIIIIIIIIII1ilHill�ll VIII ►I►III►II�►Ill ►III�11►I lI►I�Ilil 1111111!1 IIIIIII UII lI 11W1 ialijjl�� I 1Il l 11l1l1i►IIIII1NIlilli I III dP,.,.' i 27. 3'30"E 135.23' ~ N89:33'30"E 170 00 ,� -- �k MY LOT 2400 �' . *ko ?la '`, •r _ _ ' ; , _ I 9' COMPACTS ONL Y � —� L 9' rYP. 4 J 24' 0 60' I ._ � l ---}� - 24' tA 4 Lu I, N � rJ Q) JIM I S8.9'43 30 W 161-07' HANDICAP SIGNS 1 (3 rrP) .96 rr X47 i RESTR/PE 4 SPACES TO PROMDE J HANCiCAP SPACES LEGEND I PARKING I EX/S TIN •. I I I , i 1 WHITE PAINT ON A.C. — HANDICAP SYMBOL OHANDICAP PARKING SIGNS OWHI rE PAINT ON A.C. — 4" DIAGONAL STRIPES AT 1'-6* O C � it �•�, WHI TE PAINT ON A.C. — "COMPACT ONL Y" vWHITE PAINT ON A,C. DJREC710NAL ARROWS 20'-1" 20'-1 _-- ta' - � � STALL STRIPING — 4" WHITE UNE ON A.C. • t� 20'-1 4, W .. 452 34 - _ S 775 -� i • 5 ��x 1 1 1141 low v RE 5 rip "%1.019 y J C,�. - 51S of _B-�oUN�Y gA �QN �b� L ,�9�'E _ �__WASN`NG N� i35 j025. BENTLEY EKY DATE CHRIST THE KING CHURCH '�.^�.. CHRIST THE KING LUTHERAN CHURCH PARKING LOT ADDITION �- BENTLEY ENGINEERING COMPANY 11305 S. W. BULL MOUNTAIN ROAD 220 S W. FOURTH AVENUE, PORTLAND, OREGON 97201 �+ �j 7 C - 5 (503) 222-1525 FAX (503) 222-2996 TIGARD, OR 9122' STRIPING PLAN SW NI.IL. I MOI JIA TA L hl PD n1= PROJECT NO: 5172-00 REVISIONS DESIGN GSC DRAWN KRL CHECKED GSC APPROVED SCALE 1" =20' DATE 4/14/92 n 1 IF THIS DOCUMENT TS LESS rt�1 ilf ill III III III 111 'III III III III Ilf i�1 �_ ill ilf Ili 111 Ill Ill Ilf_ tlII III Iii 111 111 III III IIIIIII III III III Ill � lil � llllfllllll ' Ill Illlf � lllll III ' Illll I 1 I I I I l i I I I Ic� I io i 11 1 1APRIL 23 1994 LEGIBLE THAN 'PHIS NOTATION, I 2 I ,� 4 5 6 _ I 7 I O� 9 IT IS .DUE TO THE QUALITY OF' — No 36 THE ORIGINAL DOCUMENT. ---- E Z 9Z LZ 9Z 9Z tZ EZ ZZ IZ OF, 8T � 8I LT 9t 5i 6i Ei ZI TiLIT6 �Im�iIITIIII,�,Zil III fill LL:iilllll 1111111 111 Llllllll l 11111 illl ( I J nite-fabnc matenal 36" wide rolls use stapes or w%im r.ngs to r aactt `abn`",m r� "ry la gaGENERAL EROSION CONTROL NOTES �- . �.•,rF r fabnc or equip• t . T"E CONTRACTOR "HALL BE SOLELY RESPONSIBLE FOR OE;TAINING AN EROSION CONTROL PERI"AIT AND COMPLYING 'WITH ALL APPLICABLE EROSION SEDIMENT FENCE NOTES �;ONTROL REGULATIONS. i 2 THE IMPLEMENTATION OF THESE EROSION/SEDIMENTATION CONTROL ESC CN , THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE PLANS AND THE CONSTRUCTION. MAINTENANCE REPLACEMENT, AND UPGRADING LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ,v� • i NECESSARY, FILTEH CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT ALL CONSTRUCTION IS COMPLETED AND APPROVED. POST, WITH MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO _. ......•-••-•+ .............................................. THE POST, 3. THE BOUNDARIES OF THE CLEARING LIMITS SHO%,/VN ON THESE PLANS SHALL I L - - I BE CLEARLY FLAGGED IN THE FIF�!n PRIOR TO CONSTRUCTION. DURING THE o o° DE`o 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING pc APART �• I I lax. I WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET LIMITS SHALL BE PE=RMITTED. THE FLAGGING SHALL BE: MAIN I AINED BY 1 HE G°�¢°G Q./ � I I APART AND DRIVEN SECURELY INl-O THE GROUND A MINIMUM OF 30 INCHES. CONTRACTOR FOR THE DURATION OF CONSTRUCTION. Q oor,QcocuOC4c: t0 r u ' v4""OQc. po5t5, ooe4o o / standar;: or _ee c•Cua!a::e-rate: 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE BY 12 INCHES 4. THE ESC FACILITIES SHOWN ON THE PLANS MUST BE CONSTRUCTED IN Steel tcel oo.0 c c.p` ° :ern:e pests DEEP, UP-SLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A ?ta�ius = 5 ruin. o a `;°" Notes FABRIC TO BE BURIED. MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE •Bum-bottomoffilter DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. Clean Pit Pin or -Minus Crave! maienal In S' by 1=" / 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE SUPPORT FENCE min. �// trench SHALL BE FASTENED SECURELY TO THE UP-SLOPE SIDE OF THE POSTS USING 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS Eubgrade Reinforcement certh /- HEAVY-DUTY WIR1= STAPLES A LEAST 1 INCH LING, TIE WIRE OF HOG RINGS. THE FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, Geo;ex;i;e, as Feu:red n:ovide roll Width filter fa.r.c WIRE SHALL. EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED a matenal _ EXTEND MORE THAT 36 INCHES ABOVE THE ORIGINAL GROUND SI JRFACE. STORM EVENTS AND TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT L LAVE _ by 2 -%- :4 ca w,re I rabr.c or c�unTHE SITE. ' =J' :^in. .`or singie a n.lti ar,c cu�;e� :esidenbal ! 5. WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, 1 THE WIRE MESH SUPPORT FENCE MAY BF ELIMINATED. IN SUCH A CASE, THE 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND I _ FILTER FABRIC IS STAPLED OR WIRED DIRECI LY TO THE POSTS WITH ALL OTHER MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED EFFECTIVE I i^ I I PROVISIONS OF THE ABOVE NOTES FOR STANDARD STRENGTH FILTER FABRIC FUNCTIONING. APPLYING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED 6. SEDIMENT FENCES SHALL HE REMOVED WHEN THEY HAVE SERVED THEIR A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A S DORM USEFUL PURPOSE, BUT NOT BEFORE THE UP-SLOPE AREA HA, BEEN EVENT. I PERMANENTLY STABILIZED. ' 8. AT ON TIME SHALT_ MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ! 7. SEDIMENT FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING I RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. Er Dsion Control Plans � ; STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE T _ - F:oure -� BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE - '`= '-! �i-?w'�� -'�• gra r' ^_ . .. �ntranc� Technical Guidance Handbook Sediment Fence --- PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. Drop Inlet :tri Grate Stakes (2"x,2 x3 Vire Screen ' •, •� �� C o��' COfO� ° Q ............. ,.............. _o"�G oQ 2Gt a� o .......... Clz 0Cdo ooI(ja Q¢ o4'o.odoCoocco G -;�Doo�o�Do�D000 DooDDoaDoo�DopD .oco Fi ter Fabric a C oa+ poDt�� c p000.popop D000c�c" CG ` c�G= CeOO� oQ¢ Oo� o.^�OQCQ1ctnLt� °°oC 0C30^Q7 O01z1'0OonG a, °��eCGo_Q eCn '— lJ" �.ii;l.-- -- �:1•:?: '._ ,.,..,. :8^... / ,ZuriC'rf W3te: Stakes .i' _ Filtered 'Nira `.1esh .�:t.'� FUte: ped e:',: 'Nater t"abr:c on tov Filter Fabric ' Sta:);ed ;o - - - - - - _ - - - Runoff 'Vater '� Overflow , -- Wire Screen with Sediment Filtered Nater —j Filtered Runoff Nater �ti'ith Sediment Buried Filte- 7 Fabric (min. 4' Depth) S�diment Dror Lmlet ,�%�tl Grate •t• Erosion Control Plans Figure 3-9A Technical Guidance Handbook Filter Fabric Inlet Barrier Erosion Control Plans Figure 3-OB � Erosion Control Plans r>�.>,.e Technical Guidance Handbook Block S: Gravel Inlet Farrier Technical Guidance Handbook Gravel � �`,'�e Mesh Inlet Barrier BENTLEYN`� 't'r [I<;1� CHRIST THE KING CHURCH CHRIST THE KING LUTHERAN CHURCH BENTLEY ENGINEERING COMPANY I 1130 S. W. BULL. MOUNTAIN ROAD PARKING LOT ADDITION 2020 SW FOURTH AVENUE:. F'URILAND, OREGON 97201 (503) 222-1525 fax (503) 222-2996 TIGARD, OR 97224 EROSION CONTROL_ DETAILS KA ! 1•iC")I.II I mC hl F'fJ �a nt -- - - --- ---- ---- - - —_ — ---- --. - -- O,IE.CT N0 5172-00 REVISION` DL`;!GN C,SC DRAWN KRI CHECKED GSC APPROVED SCALE NOTED DATE 4/14/92 e,A IF THIS DOCUMENT IS LESS ?If(IIt �111I111 IIII111 IIIhIII ! 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I A/C PARKING TO REMAIN I i 41 I - I MAIN ENTRANCE 1 , G j , �~• ,,.,__. �, r�L..__ _ ', MSE . . •�'� I `' EXIST J-BOX I r; XiStING 5 TO REMAIN y E EXIST FIXTURES I _.._.._. _. _.._ ..J`r.._ -• _ .� _ " 1 - I r•:' TO REMAIN GEND J I. I l' —. r I .i EXIST FIXTURE f F i TO 'EM /vLE . . — 2 011 li � I .h� ExiS TING CONDu1 T NEW CONDUI T # i EXIS T 1 C) i LAJ 1 , EXIST SAN. r FIXTURE SCHEDULE i All, ' f' y '. AA" POLE MOUNTED 150 WATT HIGH PRESSURE SODIUM FIXTURE N7T-I TYPE 3 DISTRIBUTION, 120 V CWA BALLAST HOUSE SIDE SHIELD, 20' SQUARE STRAIGHT ALUMINUM POLE, BASE COVER, CONCRETE BASE AND ANCHOR BOL T5.f E LITHONIA "HI-TEK" #wAS1-1505-R3-120V-SP12-SF-HS-DMB � ' i i - '_•,., _ _ - WITH /SSA-4G-DMB POLE POLE AND FIXTURE TO HAVE DARK MfOrUM BRONZE FINISH. VERIFY VOL TAGS OF EXISTING POLE FIXTURES PRIOR W: I TO ORDERING. • "BB" SAME AS TYPE AA" EXCEPT WITHOUT HOUSE SIDE SHIELD CONCRETE BASE TO EXTEND 30" MINIMUM ABOVE FINISHED GRADE AND � BE PAINTED YELLOW. i -452 34! i W NO 77154 _- REPLACE EXISTING #12 CONDUCTORS WIIN ,;'10 FROM EXISTING J-BOX TO PANEL "A" I , - -"rte• = .•►�"'-- O REPLACE EXISTING PLASTIC J-BOX WITH NEW FLUSH-IN--GROUND CAST BOX AND TRAFFIC RATED LIG. REROUTE EXISTING CONDUITS AND WIRE INTO NEW BOX. , _ _ I i .•'= -'' .,.•�'''�r O PROVIDE NEW FLUSH-IN-GROUND CAST BOX 'r _ - - G I � - J_r 3 CONDUIT'S AND WRING COVER INTERCEPT EXISTING ( , - WIRING AND REROUTE THRU NEW I r,' i ' _ - ,,.�•�' BOX. CONNECT NEW WIRING TO EXISTING CIRCUIT AND GUTTER f-•"�� PROVIDE NEW FLUSH—IN—GROUND CAST BOX WITH PUSH NEW CONDUIT RPROOF CO VER. -i-- W ND£ RESIDEW K AND CONNECT TO EXISTING 1 'J- BOLLARD FIXTURE, CONNECT NEW WIRING TOor EXISTING CIRCUIT t EXIST. FIX TURF _ _ f 1 _ -- A.C. ry• '( + P TO REMAIN - a�+ �/ O1 1 N 1 -�-'-�f- � . +, 14114 to 60 OREGON aY S. r"�,.. D�...• ,•P A�MEN� .W HINGE 0� OF EDGE N78Z� 65" ---- - ,�z5. BENEY "°� BY DATE CHRIST THE. KING CHURCH CHRIST THE KING LUTHERAN CHURCH ' ING0 COMPANY 11305 S.W. BULL. MOUNTAIN ROAD G PARKINLOT ADDITION ��NtL.Er ENGINEER E - 1 - --�- - 2020 S.W: FOURTH AVENUE, PORTLAND, OREGON 97201 TIGARD, OR 97224 PARKING LOT LIGHTING (503) 222-1529 FAX (903) 222-2998 1 ';r,� �t►1 I4l.11_1. I'I(II IINI A 1,ISI R17 -r ,; PROJECT NO, 5172-00 REVISIONS DESIGN GSC ^ DRAWN KRL CHECKED GSC APPROVED SCALE 1" =20' DATE 4/14/92 �- o t IF THIS DOCUMENT IS LESS # IV ' _ _TII --_ ---_� -�__--- _--- { APRIL 2 8 1994 1��' �7Pt[ITIT�11fil"11 LEGIBLE THAN THIS NOTATION L I 5 6 1:7 1�1 121 IT IS DUE TO THE QUALITY O ( "°3F THE ORIGINAL DOCUMENT. - - _ r - --- _. E Z 8TZ~LT 9�Z Z til I £Z I Z T1117111 O7, I f3II 8I GI t�T 9I I b�i Ei I ZI I II I 16 �18 TL Ti -, I C. 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