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15755 SW SEQUOIA PARKWAY-3 G. END EXISTING CONTOUR ` 4 PROPOSED CONTOURC 4 // 170 4 / PROPOSED SPOT ELEVATION 171.30-1 ' • / PROPOSED CATCH BASIN Z OR AREA DRAIN ® LJLJ � W 00 r.r.N' 161 63 :. •^ ' SCALE U u-- N N,. 1 � W s LJ o f 20 o io 20 40 eI Cr— N O V) rn W ~ I_ x J . " 6$ ( IN FEET ) N j o O � LANDSCAPE RETAINING WALL '' � .' � SEE LANDSCAPE PLANS = 0 N,. 1 inch 20 M CJ C7 L LLj O r 1� /, Nr,r, •1� Z Q O In In _4ZA�2f A .�•..• `../ ./ �vl \..�• \..1(.r� �..... V/ I....p I r.+r'r,+.r /�� ' 1 71.30 ' a,,, U O r cnQ N M" r-" 171.30 Fa only Me z I- cn o In Imo+,,,•''' •N,,••r' rN „f.N,,r' 1 /1 8 � `�CJ/ � � OL L I \ 1 J�\ �.1 ' SING 1 � r "NN ,r'' r, / �/ ' 171.40 o At111Ch............ ..........4 � .•....................... ift I ..� / '\ J lam,+N' , ,N' �+ ,,,+ r ., ..ter•. ,,.++„'+ ''++N'r'.,✓` '`,." ,.,�/'',,, ..« /' .«•,...... ..� �,t� i;ql` Nis'>,RLOT 4 SHAL OFFICE 171. 0 .~ TUALATIN u,:. • • • . . . . . . . . . . . . . . '_ 6 ~, APPF CVED . . . . , . . Z '� q 16 Ir;;•iA'_L,Y APPi� f ) �6 CONC�iT AN APPROVAL F 16 / // /\ ^ !'fig IS rvcT �, ■ ■ . 170.00 0 PPk f ! ^ p a Tit \ , / 171 90 Ivt; :.�Ir Uri aldt7 D Z 171 90 71. o , �.-� 7'�w L� —� (Z_ . F. LEV. 1 2.00 0 U \ \ U L _ 171.50 � 172 0 U LL_ 170.9 1� �- \ - CL .. . O \. \ 170.10 171.: 0 17Z \ 0505 •� >>1 1721 310 1 / 13,N A O 172 1BO 1 6 + " 1 173.50 173.50 �-� 9L �r , �9 117 . 0 '' 7C P�5 ' 4 1 \� � 17 1 5 1 6 17 1�a 1�9 - DATE: J�,., 173.70 < " -P SEPTEMBER 5. 1991 ..r ........... \ a 171.30 ,t .. ..... ., y � 174.30 ER CHECKED BY: K. KOROCH REVISIONS: 175 «... , \ \ «N ,«....r.,....n.w........................�...«. \� ©/� = yya ^•, i. ' • Ick MACKENZIE ENGINEERING INC, 176 « .. ..«. �,.,•••" ,.,.•'««"«« +rW , 1991, ALL. RIL�IIS RESERVED ✓''' �'\\ \ ,,r"'' „•••" e�� «' .....,, 7 •�..,, ��� ,",""`•�,,,,,L .. ,,, THESE DRAWI�JC. ARE THE PROPERTY OF \ \ .r ''• ""•:\\' `«.»,,, MACKENZIE .NCINEERING INC. M.E.I. • �.,, •J "••••,...,, Kw� y AND ARE NOT TO USED OR REPRO .••."' ,/,,,:` - UEXCEPT WITH THE E RIORAWRITTENNPERMISSION OF M.E.I. '� /. •-.. •.,' ":._.:: - SHEET OF 5 „ ,.•^''� \ r JOB N 0. _ rn �. �: r leo. s t Tg i a o 1 ` AS SUBMC MO FOR PERM[T 9/5/91 191 196 . 01 r.:r._ el• h I I I ' ' ' 1 I 1 � _ I I I I I I I I 1 I t 1 I I I I I ( I I�I I`I I I I I �,., t � � I , ...,......._._. I�I ' I 'T ( I t � I I � i I � I ( � � I � I��I I , II I ( 1 III II 111 111 1It 111 LSI 1�w1`I�"1IiIiII�iIIiII tIi III .II iII iII IIS �iI ,. ��N�... .... f p ��, •��` " NOTE: IF THIS MICROFILMED I 2 --- --- 4 y r 8 9 10 1 1 12 DRAWING IS LESS CLEAR THAN a THIS NOTICE, IT IS DUE TO INF QUALITY OF THE ORIGINAL DRAWING. - — — - - ------------- r'' x �E 6Z BZ LZ 92 SZ fZ EZ tZ 1z 02 61 BI LI 91 51 bI E'1 21 II 01 6 9 L 9 S r i IE-- 2 1"rl " - irlt�in1111u�unI1111�1u111111�111111n1�,IIIl111tIltN�Itil�tt�p4Uitllulilninnlll1111111Muu1t1111111t�n�Ih111t1nIIlInIn11I11n1111Iu1111u1I1u111111IIn111111I1u1�11uIIlIt111nIu111l�lIIW�Ut1�nn111nI11111u11IIlUIIWWll,Itl11I1111li1lIIWlIll.IlI1111III11IlWIIIH FEBRUARY 28 199 ,E -,, �, ,,'..� ll ,o:.,,.0 w+, i5�� ;. :aN �' il,r , h,;-•iJ..ItN . .if"„-„r.r..i `".”' - -•A►- -. .... - _ - - ...... jr.• Pfi^'7n LEGEND -- .. EXISTING CONTOUR ° PROPOSED CONTOURrA , A 170 J '' .wr.•,., ..✓", _�,,,r., ; PROPOSED SPOT ELEVATION r .. +• .r„' ..✓w' rrN•"."'rP" „'•rr'rr1•A'r �.r"•%r,,,r.r.,r.rr,",^.I;;,, ,,...,r.• V PROPOSED CATCH BASIN A 'w OR AREA DRAIN ® -� LLJ LLJ 1 7.00 TW A "r+ , 1641 W A- 00 SCALE Lz w N ui 04 20o ,0 20 4o eo W [aY 0 O r 70. 0 -- I- N Lr) LJ rr X J V LANDSCAPE RETAINING PLANS N - A ( IN FEET ) N p ZLL G I WALL SEE LANDS 1 inch = zo ftOf'' �rwrwrr,„A^ O r,Mrr.r r'Arr r''' / J Q O ,.A•''''" „r ,A` 168.00 TW ,�-I p - Q m rn Of rrr•' '•rrr,.• .'' ,r„r' J ' U I�� � (�\) ,Nr''' ,,rrr'• `r, r�'' •A ,r„✓•” / O Cr 0) 0, O 1— c0 O ,,,✓'rr r, In O a. ''~. rr'r,A ..•r .r. 169.80 �� LOT 4 rr'''�• /-✓' rrr ��" � $ / " I / r MECMANICAL UNIT PAD 6 171.75 /r :a - w 1 J , �� IC�� W r,,•- ,r-' ,,.•'' ELEV. 164.0± �/ /�� CITY OF TI i�,RV -' �-• ",,,,,,,BASE 171.20 ........ 7 Conditloncaliy Approied ......................................... W ''rr-'�,,'r.- ,,,rr-'' r,,,o'' -•'`A \.� For only the Wort:, ir, ��/ �— r,r`"' �61 � 171See Neto:Fol�low ............. .... . ._•.-1..I...- �t.rrJ�� U Q Attach.............................................. .( 1: --� �•-'� 168 00 TW ``•�. "" ,--' '` rr••'r 164± W 171.10 S_;SS SL'�,1 - Li �r,.•r' �,,,-' / /�, 171.80 .lob Address: 'j'l-S--" —'-- TW 171 90 ,� F_� O p 16 BW( 171.75 Fav L.P. t.� ✓�/ \ �`'`• ... GOER EN / 0 � Q ,f \� •,,h r' 171.90 LLJ 171.90 •`. ..� ti ' 170.50 F.F. ELEV. 172.00 V 0) 170.40 rte. IIA. 171.50 L.LJ ....._ CID171172 O C) L _ 1 0.50] •, ''�r•, ,ry,�,...r ` ''' ,�•' 171.50 � � (n O \ ✓,.r, A 171.1517 .50 Q E17 110 _. r . F ELDOADJUST AS , 1 1.8 REQUIRED . ... _'. .r.r.-• 171.50 , _. 17?_ N >U 171.80 �'�- 3 i ..�_ L i � I �'• �._''"'---�'S 17 3 c -�' �� /�c, .' f 10505 L--/ - _ , 173.70 '•N�k•.,. N �•t:'�t 173.10 o>�co . 9106 •� / 18 r 0 �: { �, 173_50 173.5i► �, 9L `,�� i' G. P� .✓ � G / � dp � ,,,. f, ....� ...�..�-•-----�---�._.. ..._ 1 �� � t �.-.„... f r 173.70 � \ r; 1111110177 �8 9 `wr - �' 1) 77 „� {,.' ' DATE. J SEPTEMBER 20 1991 <, \ \ w......._......._........ ..,..w �' 1� DRAWN BY: z—zw \ ,,,•�'''"� '�. .. ._ � , G. KLIER 171.30 CHECKED BY: `\ K. KOROCH \ �•, 1``:� .r .,, \, �.\� ,��` •`,.,•` �' `'w.•, +� • (` `•� - ...... 7tJ REVISIONS: III ,,.. , '"••�� TUNS „ \ V . ••n...,, a ... .. . 17 5 \ �.._... v \ \ N" \ r' _............. ..._W . �`..:: � •� _ 176 .,., 19 ALL R IGHTS NGl EF. """�•.••. RING INC d �' 1 A RESERVEDDE 91, i S ?HESE DRAWING ARE THE PROPERTY 0 MACKENZIE ENGINEERING INC. (M E.1.) ,, \ `�\\ r+^1� �+«yrF ' �nY \•,.,, •",. ••yr•p AND ARE NOT TO BE USED OR REPRO- ,,, \ f / ✓ \• A Y Utz�w•,�.,•,,, 7 DOLED IN ANY MANNER EXCEPT WITH V\� \ „^ r'' \ .'��;:: q r THE PRIOR WRITTEN PERMISSION OF M G SHEET e �\ ,,•' \,.r / /' ......__...,......._. _,. _.._.......................,G ..... ., 'r,. rrr,' ��N \ , \ ! R„�`� , ♦.,.�\ �f,'•�"y - � /� ✓ f , �, (t( Ijfj o ..,,. ��, -•-�, OF ~ RESUB M01 TO CITY OF TIQARD► JOB N0. FOR PERMR gds 191 19 6 . 01 I � � !t 1 I �I I I �!t• I i { I i l I t t r t �ri !� � �' _ .. _ --:_„_ _ r ..1�'tce:.� �y,H.�- ._.. . ,'��. »�.... �ers_ �:•.�._: ., .� II 4�I1 III III III I�I II I I I I I I I � ( I � flit II'lllltrtll O ♦ ,I) tl , Ill I I I t ! 1 I ( I i I t I ( I I I I I I I I I 11 I ► 1 I I i I ( I I I I 1 I I I I I 1 111 .- , j � n � 1 I 1 � 1 I � . ) I � Illll ) ( lllllll ) Illllllllll � lllllll � illllll � tl 1 2 3 4 5 _ 6 _ 7 8 9 I0 _ 11 12 -�- - - NOTE: IF THIS MICROFILMED � � ...,......� _ DRAWING IS LESS CLEAR THAN ��� --�` THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. QE 6Z 92 [Z 92 9Z t•1z E2 Z7 IF 02 61 91 LI 91 41 if EI ZI 11 011 6 9 L 9 -- IS--.-� b EI-- z 1"•„” f►!IIIIIIIIIII�IIIIIu1l�nulnn�l1111111{111114111111{tbltntlnlrat�/lull����►IUIIIU�tllllllll�llu�IIIIIHII�1!fIhIIIIIli 111111111 Ill 11111111111 Ili IIIIIIll I111111111Id11111111LE1111111111111111111�1�i11(�JII�II1111111�111111111111111111111�11111�1111�1111111t�1lIIIIIi1�Illi�llll�llN FEBRUARY 28 1992 'r .r•N"' r Nw'•'• .r'' Nom••,,..,• N 0 T E S ! N 1. FOR EROSION CONTROL NOTES AND DETAILS SEE SHEET C5, Y ,.,«•' ,,,- .,,r"',!!M•..,•"' ,,,.,N„•• ,,,.•ANN„ 2. "WASHINGTON COUNTY DEPARTMENT OF LAND USE AND TRANSPORTATON N N� N NN N✓ N o N,,,,•' ,w "w'r"'",• w� EROSION CONTROL PLANS" SHALL BE CONSIDERED APART OF THESE Y "`✓ wN' "f r „N�✓ DOCUMENTS. THE CONTRACTOR SHALL OBTAIN A C(;PY OF THESE ✓' ! �.,• �NwN- �( t,, �;,..' .�nr REQUIREMENTS, BECOME FAMILIAR WITH THEM, AND BE PREPARED TO IMPLEMENT THEM AS NECESSARY. FAILURE TO PROTECT FROM SILT „N.✓ r ✓ '" RUNOFF, DIRT TRACKING ONTO STREETS, OR TO CONTROL DUST WILL RESULT IN FINES, SHUTDOWN, OR BOTH. ♦✓'•'• ,r••' ,I,,,,.N ,.✓•'' �N,.NN,�,,,,,,•n IIN,,,,N,I,N. ' .,,N N,!„" Nr✓"'. �/�/�I ,,,, n•�M•"' ' ✓«,n„• +""•,,,•"•„ Ire LLJ bi 00 Q W CifG r•7 LLJ SCALE NCL' > 06L_ w o Io m ,o U U � IL J m STRAIN BALE SEDIMENT BARRIER 4 Q rn rN r ✓''' '� ( IN FEET ) 1 D Z 1 inch = 20 ft. C� F•- I,I Q N r N✓ U J N ✓ � __ 0 0 a_ .,/"• .-''�' ., ' !,,ice'' LOT 4 � Q .......... x". ...... Ld 0,,�"'"'.• �,,r''�', rte,. ,ri'''' ,,,. /' V ��,♦ r W NRI 1 0 CL 'too N ! - f STRAW BALE SEDIMENT BARRIER --� AROUND CATCH BASINS AND LL_ \ AREA DRAINS (TYPICAL) LLJ .... .... ......... I FIR t `r „ •w„ r N .,,� •` ,:, I:. {��t' � c,�, � 10505 \ �� w i ..• 1 13 1 ROCK„ J is WALL. DATE: \ , t r ..a n JJJ Y • CSEPTEMBER 20, 1991 \ \. „.,.... «_... _.. ......... t'".. DRAWN BY: y ,........._ • - � '�'. � ` `� I � i G KLIFR CHECKEDBY: r t w .y ,y Cy . I K. KOROCH •� REVISIONS: 0, ERING `� •` r••• „✓'•' « ,. ^—' ,w "• '•'V„w.,„ •«,`•,.. ' M991`E ALLER�( 1SERESER INC. „rte«,,,,,.,.• ,. ,r' �µµmiry•- .._. „ MA THESE ZIE ENG ARE THE C. (M.TY 0 �r,. �\\ ,,..,• M�....,.. . AND ARE NOT ENGINEERING N OR PP, - .'' \\ ,,,,! ��"•.� w f \..\"�,,,Y`' w ••+„., w'„'» wF UUCED IN ANY MANNER EXCEPT WITH !f D RE USED RE ,.�”" �,.. ` ”+' ♦ "„, ..www t THE PRIOR WRITTEN PERMISSION OF M E.I. ;:�" �"' /\\� "" ROCK CONSTRUCTION ENTRANCE - SHEET OF 5 JOB NO. C RESUBMWMD To CITY of TMRO FOR PERMrr 9/20/91 191 196 . 01 °' _ t �-..:.. ` � i . ,' - , _ „>'..---�- ��:r..._ M!�`p .• , _" I'17�':''�.'�=�"s�±'.T;...�.N......+_.^.,�?''!�t-•::"'... --- _ .�'..r..++..r r :...+ws.a;M+rllt�r' ...:._ .:v,: ..,.:- FRIIItI1111111 Ill�itt 11r1�1I1. 111111 I�Illjt IIIIIItIlllllil1lllltflli�'1111( IIIIIIIIIIIIIIt (lllllllllllf�r tltllllllllll�t tltltlll�l�llll II�I(IIIIIIIII� iIIIfI�ItIII111III�IrIllllll�rl ,n� ,, I I •1�J4y'�.% IM!n_^.r:h/'i•SA,q''wfa•..., _ ,r NOTE: IF THIS MICROFILMED I .....__ 2 3� 4 5 6 7 f! g IIQ _I 1y, - DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO A THE QUALITY OF THE ORIGINAL _ __ _ DRAWING. OE 6? 92 LZ 92 SZ *Z E1Z ZZ IZ 02 61 91 Ll 91 SI t,I El Of 11 01 6'.•..'-. 9 L1 9 9 �r b� EI: 2 1 11 30"190 Ill ✓%� r:lrlunl1n11uul11nllnllmrl1u11u11�u11�111t�t111Hr1rlturineltrrrdul�rnllnullu111n1�uu11Nt�INtltl�t�ntlitnt11rn1111t�111Ill IIIIIIIIll Itultut111111Ut1�1U1111u�ut111U1�1111�11YW11Wu�uttltutlut111u1�u11111111f�iAi11WIL1111Jil1�11JIJtultllWl�1�IIN 1992 '-""" !FEBRUARY 28 �- .. I 1. ALL WORK .SHALL CONFORM TO THE REQUIREMENTS OF THE CITTY ETIG RD, R A L N OANITARY T E SWER MATERIALS: (TO WITHIN 5' OF BUILDING) TIGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, AND THE 1988 EDITION PIPE: PVC CONFORMING TO ASTM u-3034. OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. \ N \ 8. SEE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT FOR BACKFILL \ 2. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS AND COMPACTION REQUIREMENTS. INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS 9. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT I _ GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES SHOW EVERY OFFSET, BEND OR ELBOW REOUIRED FOR INSTALLATION IN THE - PROPOSED PUBLIC V BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT UTILITIES (BY OTHERS) ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. N AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION G�+ OF SURFACING MATERIAL SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, / w FINISH GRADING: AT COMPLETION OF JOB AND AFTER 13ACKFILUNG BY OTHER PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH HAVE JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY SETTLED OR ERODED TO BRING TO FINAL GRADES, ENGINEER IF THERE ARE ANY DISCREPANCIES. i Do GRADIN(: TOLERANCES: N ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: ±0.1 FT. 10. PROVIDE CLEANOUTS AS REQUIRED IN 1988 UNIFORM PLUMBING CODE go FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0,03 FT. CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. IE 163.00 'V m i 3. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO 11. FOR WATER UNE CONSTRUCTION SEE SHEET WI. - / U n SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND I% ~ FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL 12. R.P. DEVICE SHALL BE PROVIDED ON DOMESTIC WATER SERVICE. DEVICE. TO •.•�y,l W Q W O1 j BE LOCATED WITHIN BUILDING - SEE MECHANICAL DRAWINGS. - _ 4. PAVING SECTION: FOUR INCHES OF 3/4"-0' CRUSHED AGGREGATE WITH TWO I'U 1 1 ~ n N INCHES OF ASPHALT CONCRETE PAVING. CRUSHED AGGREGATE SHALL Ufw Q N w CONFORM WITH SECTION 703, O.D.O.T. STANDARD SPECIFICATIONS FOR • r- X HIGHWAY CONSTRUCTION. ASPHALT CONCRETE SHALL BE CLASS A / _J Z Q CONFORMING TO SECTION 403 OF THE O.D.O.T. STANDARD SPECIFICATIONS. O SCALE I � s � OLL Zp UVCD 5. WATERLINE MATERIAL, IR WITHIN FIVE FEET OF BUILDING: i �'.^ m o ID 20 a w , Z W O FIRE LINES: DUCTILE IRON, TITAN JOINT, CONFORMING TO AWWA C-151, CLASS \ w IZ Q 0 J GO DOMESTIC: PVC, CLASS 150 ""p�'9/ \ Y C O TRACER: N0. 18 BLUE INSULATED WIRE BURIED WITH ALL NONMETALLIC PIPE. i / ` O 3 Z� TEST: TEST AND STERILIZE AS REWIRED BY TIGARD WATER DISTRICT AND / ( M FEET ) U O F- Vl Q N UNIFORM PLUMBING CODE. I inch = 20 ft. U J N / 1 2" BLOWOFF ASSEMBLY Q U D 6. STORM SEWER MATERIALS: (TO WITHIN 5" OF BUILDING) i T _ O PIPE: PVC CONFORMING TO ASTM D-3034 CLASS 2 OR APPROVED EQUAL 6" r Z N rD CATCH BASINS: 24-INCH SQUARE, 30-INCH MINIMUM HEIGHT, TRAP TYPE. _ MINIMUM 1/4-INCH THICK, COATED WITH ASPHALT EMULSION. PROVIDE GRATE - 8" STM 0 4.9% TO WITHSTAND 12.000-LB. WHEEL LOAD. , TRACER: NO. 18 GREEN INSULATED WIRE BURIED WITH ALL NONMETALLIC PIPE 1 6.10 L 0 T 4 AREA DRAIN: 12 INCHES BY 12 INCHES SQUARE PLASTIC AREA DRAIN AND % I I RIM 169.80 If SUMPE 9Y N.D.S. OR APPROVED EQUAL PROVIDE TRAPPED OUTLET WITH MIN. " 5(M, ® I 8" STM ® 7.5% IE 164.80 W r 6" CLASS - J 1 `�, Z 52 D.I. r i Z SCOPE I H I ® W Q 7 1)¢" W/M 1 1 Er U U IL ,6 .a a 5(M• SPN ��N• W r_ I LEGEND Z IZ 6" STM. 0 2% 6 DOMESTIC) 1 _ T / IE 164.50 �� ]_" � Q w ' E. EXISTING PROPOSED J Q N r _ GD IE 165.70 I I I ZM 0 1.8 STORM LINE w \N• v''� E I S o+ � 6 SSM• " SPN. M a I , fi . SANITARY LINE m �- U _ i 6" STM. 0 2% A s IE 170.00 .�L+ 1 -L'P• WATER LINE O CL J C vZ µf9 I i I IE 166.70 0 CATCH BASIN ® U J O I'•- 6' ;'� D I i I •a' DOWNSPOUT • DS U 1 y 4" STM 0 12% I of I CLEANOUT • Co Q 1 0 I Ni r FIRE HYDRANT VFH Q U AREA DRAIN En RIM 170.40 Z I N1 1 IE 168.40 IE 189.00 I U1I I MANHOLE - T 6" STM 0 8% U \ 4" STM 0 3.3% DS 4" S Q \ r s ? 06, I c� 6" l AREA DRAIN M ® /RIM 171.50 (ADJUST AS REQUIRED) DSI I I M 1 1.15 Co r IE 168.65 \ 1sa.so IE 169.20PAOFFg�i ( \ O 4" STM 0 1f, p5 EEEL.P. I I I A ♦r 110505 a� I i 1 �/ \ `IE 168.60 7� 1 \ ' L.P. DATE: SEPTEMBER 20, 1991 �. DRAWN BY: G. KLIER 7.5'x- \ \ �'��` CHECKED BY: \�� K. YOROCH x- 15' WATERLINE EASEMENT 9 I \\ REVISIONS: 9 I o r 1 \1 O//1 MPCNENnE ENGINEERING INC 14 `�. " '"'. ALL RIGNt5 REYRAD ppM�AI MEN ENGINES IINpNNI/1G INC Rf�WFIIRb ARE THE PROPERTY r .�- - TNEFEMORAMI ENNPEAN W1 DF N.E.I - - SHEET C3 U OF 5 0 JOB N0. I RESUBMITTED TO CITY OF TIGARD FOR PERMIT 9/20/91 191 19 6. 01 1 �w� rlrlrlr I IIr11lr I�I LIr I r I Il llrll I III IIfI 11iIrl"1p h'[11F(1 I �( 7 ..I1I1IrIrlI I I I I I I I I I I I I I I I ��'■_- � ntllll Ifl 111 If 11111 rll rlr rlrlrf7 IIr r1r IIr Ifl flr r1r 11r Ir Ir rlr rlr ul _ I 2 3 4 5 e 7 9 9 10 I I 12 NOTE; If THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICif"17 IS DUE TO DE [AMLITY OF THE ORIGINAL __.__ _ ----- DRAWING. OC 62 BZ 12 92 SZ WE EZ 22 IZ 03 11 11 11�1 11 11 Irl 9I1I Of IIlI 01 1 1 ! 9 S1 IEIZ iX � ""^ ,R?71!f ulnntuuluu�unluutNNlurIIDDIuDIDNIIurlrlrrinNlrrMINNINntnutnnlnul1111N�1A111111111II11111�11111R11IKRtIR01111NB�IdB1111M1111I111IIWIIIf611f11IuIIt1111I/IIItIN1II111tWIBIMNILIIBII161W11ll11IlIIIIIIIIIIWIIIII FEBRUARY 28 1992 1'-0" --- - CONCRETE BACKFILL TO TANGENT POINT OF CURB -SLOPE TOP OF CURB OR AS SHOWN ON PLANS. SEE PLAN -.----�..� < BROOM FINISH SURFACE - . —TOP OF SIDEWALK TOOLED EDGE EVEN WITH PAVING i ON EXTRUDED CURB o" --CONCRETE I�AS NO•fED-- - PLANS-- TOOLED EDGE EACH SIDE �LfUS EDGE 1" RADIU 2X CROSS -+--(FIJROOM FINISH)-- - SLOPE TOOLED EDGE l 2% SLOPE - I 4L 1 LAN EXTRUDED POUR IN PLACE - - CURB CURB i I I1=I I f-1 I hI I hI — I=jl=1 I I' ' — _ _ low —IT_I„I I ROCK UNDER CO — It I I1=_1 I IM—=TII -T-=_I I,i.=I Ihi ,=-7--i-I I�-T--l=1' —r_ _-- COMPACTED FILL ��- 1 I' Z N -- SEE ARCHITE SITE 4” CONCP CKFILL Li PLAN FOR DIMENSION R - 4" CONC. WITH CONTROL JOINTS AT _ 4" 8" --`-"` 4' �0//C AND EXPANSION JOINTS AT 00 I IN1SH GRADE 6" �- EXTRUDED CONCRETE CURB OUR 1N PLACE CURB ---PAVING SECTION 20 0/C ! SET IN EPDXY CEMENT F - U ,,-ASPHALT PAVING Z ® 1— 1� �T��T • • A.C. PARKING (SEELL_ LJ NOTE: W 1 Li-1 M LSI I I A - TYPICAL PAVING SECTION + CONCRETE TO HAVE STRENGTH h In OF 3000 PSI 1N 28 DAYS, 7­11 _ _ _ 2" TO 4" SLUMP — �/ Z Q Rl)SHED ROCK BASE r _ � lhb -L1-�I IQ Of `•�'� + PROVIDE EXPANSION JOINT;,' ® 20'-0" O.C. � � � - —I -III-I" 1b`Y� - _ �Fp-P _ ALIGN CURB AND WALK JOINTS U U O _ r _ Z � 0f NOTE: CONCRETE TO BE 3000 P.S.I. `!i I-I I I�I I I�i II- - I r + PROVIDE CONTROL JOINTS [!J Q p CONCRETE TO BE SPECIAL NO SLUMP DESIGN FOR �-�=III- = L___�`_._� _ _ J m � USE IN EXTRUDING MACHINE. -i j I -- _, ,-i i�-; - Q L0 I WALK Q 4'-0" O.C. < . 01 O Z) � Z t E .EVA TI ON U V ►- In Q N Q afmoo I 1 EXTRUDED CURB AND TAPER EXTRUDED z � � o \Dv2 CURB CONCRETE 3 MONOLITHIC CURB AN — (f) 0 a In D SIDEWALIt. SIDEl�!�,LK DETAIL NTS BACKFILL NTSIr\C4/ N TS \C4/— NTS T— 2 3/8" .� 3/8" o z .09 UMINUM SIGN PLATE ' 3 MIT KGROUND o 5'-7"f FOR (5) RACKS 4 1 IGH E LE fTFRS AND 80RD1= BAKED EN U 1 1/4' GALV. SYD. PIPE � O � - Z V%O Li n. I fir, 3hr 3" WIDE PAINT STRIPE —. Q rC95/8" J 86 m o 6 O N / C4 CL F- (0 GALVANIZED STEEL POST � LLI W U N O aQ- F- r 1 LL- 0 I U. 6"m CONC. FILL FINISH 7 \ � � f C)1 SAME AS ADJ. SLAB , \ �/ `r 10�. 4" WHITE ES AT _ V•� o 1 O/C (TYP c ° v sf• a • o _ I e 5 Q v � / tAol - PAVEMENTS CE 'k--- — -- K-5-s\ RIBBON BIKE RACK HANDICAP PA g't�`�DPAOF �p� 6 RKING SYMBOL DETAIL HA PARKING ST �� NTS — ALL AND g HANG�CAP PARKING SIGN DETAIL NTS . STRIPING DETAIL NTS NTS 0;_- �----CAULK PIPE INTO HUE? N,� NATIVE BACKFILL COMPACTED � HINGED TRAP TO 85% OF MAX. DENSITY NOTE: Ip G 1. CAST IRON FRAME AND _2'-4" x 2'-4" x 2" 2'-8- �. COVER SHALL BE VALLEY UA fE: I ! CAST IRON GRATE PROPOSED PA'✓FMENT AREA IRON do STEEL CO. NO'S. SEE TYPICAL PAVING SECTION w_ ao �----' _ _ 7.02 FOR 6" do 203 FOR SEPTEMBER 20, 1991 (4) 1/2" DIA. HOLES EACH I 1 - _- -- 8" OR EQUAL, DRAWN BY: FACE BASE LANDSCAPE AREA PAVED AREA 1 1/2"-0" GRANULAR `.... - S. SHUMAKER CCOURSEE LEVEL _ _ ACKFILL COMPACTED TO 98X CHECKED BY: - OF MAX. DENSITY -P�- 4"�I o,o8a�0000,o� o , ,o ,I K. KOROCH odoodvodoo Oon doe�ao do,d •�o,dv do G�' °,00,c AVING SECTION, CRUSHED ROCK •OceOo ppo0o•OO•UU•GU•U V•DO.00.00•UOQ O G•'- In j08aD05D0aD8&D85D8nD8bD8•aD8b08vDBbD°a11 - _ Oo•Ooepo•Oo°Oa•Oo'Oo"oo"oo• o•od•oo D — -- - — z 6 ° `g °° o•°o•Oo�Oa•O,•°o•Oo• - BASE OR LANDSCAPING REVISIONS: Q a08a00a0ov0oaD0aDoaDoaD0a08q 8000 0 OSRDSROSRDSRO°�OR�OR"DRi,OKanOR�( I — - — — y ! IT.f- - - 1,j11�' III-llI- - - 1 1/2"-0" GRANULAR r-CONCRETE FRAME CASING Lki - -CLEANOUT FRAME AND COVER (10 _ iii"_iT BACKFILL COMPACTED T095%Z 1/4" E STEEL ALL WELDED w OF MAX. DENSITYLi 0 6"x3/4" BOLT AND NU T df _-_ CONSTRUCTION. ASPHALT \ t 'co LL' e \P.S.I. CONCRETE \ EMULSION COATED INSIDE \//>/, /� /; _ 0. 01 — / 1/2" BAR ALL AROUND AND OUT 2'-O" x 2'- 0" w — 3/4"-0" GRANULAR BACKFILL 3,00 w BASE EXPANDABLE PLASTIC PLUG OR -' EQUAL MAINTAIN 1/2" TO 1" SLOPE AND I.E. VARIES ao 00 o CLEARONCE BETWEEN PIPE_ �___--� - Cr 00 aa�o oOCl0000 Q00°oo � AND 45' ELBOW CV o�0�a000 V o�oo.o Q CONCRETE PAD U M.ACKENZIE ENGINEERING INC. SEE PIANS w C) Ci APPROVED SEWER LME 1991, ALL RIGHTS RESERVED Q pOo�Op" ��p�o�V� CONCRETE SUPPORT BLOCK �/ \ THESE DRAWING ARE THE PROPERTY OF Oo�OQ°p O MACKE.NZIE ENGINEERING INC. (M.E.1.) ^45' WYE r /� /� /� r N on ��` p ' AND ARE NOT TO RE USED OR REPRO-• NOTE: w 0 Oo q Op"�O P1pE •, " " „ DUCED E ANY MANNER EXCEPT WITH w 4 OF -X -0 CRUSHED AGG. THE PRIOR WRITTEN PERMISSION OF M.E.I. 1) MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. a Q ��°0�� �0� —SEE UTILITY PLAN FOR PIPE BEDDING , 2) LYNCH TYPE CATCH BASIN OR EQUAL � a � 00°ten �°;o 0o� - SIZE AND TYPE (MAIN PIPE) �----° 2" CLASS 'b" AC SHEET z a v,-C' 0 v 0o OVA i Cp �oo ODDpoO �oC�0bo0u \ \ /\ \ \ ' \ \ \ '��\�• \� \ �� Of/°o 0 K"9CATCH BASINKlb� ELEVATION UTILITY FRENCH DETAIL CLEANOUT - NT, 11 DETAIL 12 I AVING SECTION DET 5 NT,, DETAIL of o PEF?M I T NC . MTS NTS .JOB NO. � 191 19 6. 01 5 OI: a k #1 +•'1; ti ad nF . ^ , .. -.__ _ _..._. _ , PUBMlTTED TO CITY OF TIGAPD FOR PERMIT / y_.. , L. Y!1�MT'3'e � ,..w...I' ,.,++r 1 �A�I��IIII�IIIII'II�I�IIIII���IIIII�•I�IIIIIl�11IIII�IIII111�I111`II�I�IIII�IIIfIII�IIIIIII�II�II�I�IIIII�I�I�rIIIIII�IIIII�I�I�l�l�llllllll�IIIIIIIIIIIIIilllll)iilll��IIIIIIIIIIIIIIIIIIIIII111 a } f � NOTE: IF THIS MICROFILMED ' 3 4 — 5 _ 6 7 8 9 _ I/U ! ! I2 DRAWING IS LESS CLEAR THAN ----"-� THIS NOTICE.., IT IS DUE TO lNE QUALITY OF THE ORIGINAL -:• DRAWING. OE 62 92 LZ 9Z SZ +rZ Ez ZZ IE 02 61 of LI 1101 EI 21 11 01 9 b E 2 I "•1*01 �'� r1111ulllnnllnrlllnllllllnnhlulul{�unluul1u1111nbut♦Ind►u11111��1ulnnllu1111uluulln111u11n111unlllfiliulll:llIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIiI�Illdllll�lllllllll�IIIiIUil�uil�+tuluuLnllnnlncllnuluullwlwtCulu►�Lwlwli�Julnuinn��u�lull FEBRUARY 28 1992r nva�s_�atu"a A, NOTES: M 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH WATER MAIN 2. KEEP CONCRETE CLEAR OF' JOINT AND ACCESSORIES. (SEE PLAN FOR SIZE) DITCH LINE 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED CONCRETE STRADDLE Ll ON THE PLANS: E.G, 15 INDICATES 15 SQUARE_ FEET BEARING AREA REQUIRED. 10" BEHIND BACK OF BLOCK 4. IF N07 SHOWN Ohl PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED CURB NODDING BELOW. BEHIND BACK OF 2" RIGID COPPER� EACH AREA IS OF 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER SIDEWALK TABULATED TOTAL L AREA BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. 1Zrr TJ fr, 2"IPT PLUG Z OR MJ%2"IPT \ PLUG/CAP ry :• STRADDLE_' BLOCK DETAIL �J BEARING AREA OF THRUST BLOCKS IN SQUARE FEET = �`� ` ` rr •'� + d�. i FITTING TEE, WYE PLUG 90 DEGREE TEE PLUGGED 45 22 1/2 11 1 4 ! ;a SIZE OR CAP BEND ON RUN BEND BEND BEN _ cv i " PLYWOOD OVER PLUGGED A A 1 2 ti r. TJ x2 IRT PLUG OR MJ x 2 IPT op - FACE OF BOLTS CROSS _ ` PLUG/CAP rn TEE PLUGGED CROSS WYE PLUG OR CAP 6 2.01 3.0 4.3 3.0 1.0 _ --- J / " v CONC. METER BOX 8 3.8 5.3 7.6 5.4 2.9 1.50 1.0I CONC. TRAFFIC BOX IN X111= 2 BRASS AMERICAN MADE, w N 1 / / FRONT OF CURB .s AWWA Af=PROVED GATE VALVE uI W LTJ LD O t j 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 " lfn: W/ 2 PLUG air fr fr CN 0 2 BRASS AMERICAN MADE •. 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 ll it M ✓ �� ;jT ;� %/� //. Al 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 AWWA APPROVED GATE VALVE �= 2 RIO IO OPPER � W/ 2 PLUG x: YD`S .a 2.r SNORT Li Q i-- X 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 t '►', ,c,c��., l t N I O PLE tit �/ _J w z Q !� a 2 RIGID COPPER Ill •- r ter• 90° ELI. � j U � L. 18 19.0 2 7.0 38.0 2 7.0 14.6 7.6 3.8 I h f _y U c' 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 ��; ; ,-A 1i1 O w .` / • h )fl T1900 IIIA I a• 1�1 SAND EKED TO TOP OF _ _ z 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 - ' ELI_ ,• :Z►.' ,6� ^ z o COPPER �.�`' '� �•':e. LLJ a` J d O Lo I uji �/ Q A2 NOTE: CURB/SIDEWA, K APPLICATION so° ELL ,.� '' �`-Il,t � m 1 BEND PLUGGED CROSS TEE ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AND t I�-zrfi O � V, : 't ALLOWABLE SOIL BEARING STRESS OF 2,000 POUNDS PER SQUARE FOOT. CUL-DE-SAC APPLICATION (, U � v, JN TO COMPUTE BEARING AREAS DIFFERENT TEST PRESSURES AND SOIL. CONCRETE THRUST BLOCK Q 0 0 t- r^ SEE STRADDLE BLOCK DETAIL � � Cr 0 FOR OPTIONAL METHOD Z N 0 a_ 110, THRUST BLOCKING DETAIL 2 BLOW OFF ASSEMBLY DETAIL C C � w MODERN f UELLER CENTURION FIRE HYQRANT, A-442, 8'MJ 51/4"MVO, 3 PORT (2-2_ 112 NST" Z HOSE CONNEGtTION, I-41/2"NIJ PUMPER), 1 V2" PENT OPR NUT, OPEN LEFT,COLOR: YELLOW 2"X12" GRATE W BY NDS OR EQUAL I'-6" BEHIND FlACK OF CURB 1'-0" BEHIND BACK OF SIDEWALK \ 12"x12" B SIN ® UJUJ / J V ! \ BY NDS OR EQUAL Q LL_ / nom• I -{ _CAST IRON VALVE BOX JII I / ASSEMBLY 3" OR LESS p CL --(-- t0 to Z / J W fT+t CL 11i ytr .. al. COVER DRAIN �,�( _a 6" STORM LINE (SEE PLAN) I� (�';;,% ROCK W/ TAR PAPER '. M �� 3 Wu'j!(rlafhp Ta` BEFORE BACKFILL �n 1 > 1uMJ HYDRANT OUTLET P Z 1t �- Ci'MJx Flc GV--- ----' T�`t `►° \ IE (SEE PLAN) -- x z, MAIN W/ MJe 6 FLG 1•EE --6" MJxMJ HOLDING SPOOL (SEE PLAN FOR MAIN SIZE) -4"xB"a 16" I I/2 YOS Of' CONCRETE BLOCK 1 1/2'=3/4" DRAIN ROCK 3 STANDARD FIRE HYDRANT DETAIL r4-N\ AREA DRAIN DETAIL (; C NTS • ,� F IR""C' GINE lu �►�#10505 �••° 0 4 t swa.eordiidi Straw Bale Sediment Barrier P rRgss 70 G Gravel Construction Entr.tnces Straw Bak Sediment Bamers Along Slopes r4i To redeanspoof sediment rt from construction an g DATE:prodingaemPo temporary physical barrier to sediment and redu runoff velocities. ..actin y baitd hay or straw °=b`'^ ^ 1991 7o reduce the amount of mud,dirt,rocks,etc,transported onto roads eg�"d t 'y I' 1T an center SEPTEMBER cp, by motor vehicles or storm water runoff by constructing a stabilized Conditions Where Practice AR2Lio r pad of gravel at entrances/exits to construction sites. •, Notes � 'l' DRAWN BY: 3r -Embed balm r rob incniy Mons ay be substituted for temporary sediment fence for installatiof V° CondjUp_LWhere Practice ApP143 Jr \ profut Dave stakes mnamum 1'_" less than 200 lineal feet and for single family or duplex residential S. SHUMAKER Qs"e • 0 1 � ' � o constrirction activities on existing lots of record. / into ground sunam •tlC-+ At any construction site where traffic will be leaving the site and 2.r•ra t«hbal. 1srdi1oP'°r I CHECKED BY: 1 �� a'pp4 moving directly onto public roads,other paved areas,or other P•Pt�nr '" •OrJytebeuaadtor plan • At toe of soils stock piles. o dei ). iia' iruul4tloroolkss (-`�`- � +p a +• ad \ . Own XV feet and Notes: K. KOROCH approved access points . r�� �g,'•�Y� for"rrgk family or -Embed bales 4 to 6 inches. I • In exrsbng,undisturbed drainage ditches/swales used to convey I �' ''• +a'" Design Critena/Ss,ecifi%tLong duplex es'den°'l drainage through disturbed areas of construction site(as allowed by the a'(+s a b. a tvrutrueeons on smgie Ion •(:lave staiu s mmnaum 12' jurisdiction). `J•: i.11 els a . I .1 re,ord I cob grour d surface I See Figure 3.2 for details. _. I - REVISIONS: +a-Op•+e's , 11 __ • Note: see section 3 4.11 'Swales and Channels'for protection of new ` J Radius '^'^ n. '� • Material should be dean pit run or 2"-mints gravel I and disturbed swales.did ditches. 2-?'x2`aT pegs each bale Clan Pit Run or 2"MirnrsCravel • The ravel ad shall be at least 8 inches thick and 50 feet in length. . Des n Critena/Stxci 8•'min. g P ►g ft i.4L Subgrade Reinforcement depth Width shall be the full width of the vehicle ingress and egress area. (A /��� Geotextile y Required Provide Full Width 20-foot minimum pad length may be acceptable as approved for single See Figure 3.4A for details of straw bale sediment barriers along of Ingress/Egress Area, family and duplex residential construction sates. baw,b -111 • '' slopes,and Figure 3,4B for details of straw bale sediment barriers in bun �'•' uitches or swales. • Additional gravel may have to be added periodically to maintain 14tt"h•r r clow ?ie�( p- ' 20'min.for single family and duplex residerttial proper function of the pad. ~-- �Flow- #�f �/ 4 Straw bales shall be standard 40 to 60 pound rectangular bales of u / section cereal grain or seed straw. 2 I'aTxr • U the gravel pad does not adequately remove dirt and mud from vehicle wheels such that mud and dirt pop earhbelt i Stakes shall be wood of size as shown on Figures 34A h B and additional measures must be taken. Such measures meg is evident may include vident off site, oveta•7 edges\. driven through es and into ground to a minimum depth of 12 '� bal hosing off wheels before vehicles leave the site or other construction •% s , inches. techniques/work operations modificnti(m. Wheel washing should be $tel.•dale Sediment Batrfets MACKENZIE ENGINEERING INC done on the gravel pad and wash water should drain through a silt- I T- in Ditches or Swales • Straw bales shall be keyed into,xisting grr mnd 4 to 6 irchet. �� 1991, ALL RIGHTS RESERVED trapping structure prior to laving the construction site. i THESE DRAWING ARE THE PROPERTY OF 10eOt�" dgeot"q • Straw Bale Sediment Barrien may be left in place or used as mulch MACKENZIE ENGINEERING INC. (M.E.I.) • LIs►subgrade reinforcement geotexNh under gravel pads for all but Pun cl�anng/dl"urts.,ce after completion of site work if approved by the jurisdiction. AND ARE NOT TO BE USED OR REPRO- EXCEPT WF construction of a single family/dulslex residence on an existing lots of TT14EE RItORANY WRITI NNER PEIt MISSION OFTM.E record. • At no time shall more than a one foot depth of sediment he allotted to accumulate behind straw bale sediment barrier Sediment shfwld SHEET Erosion Control Plans Figure 3-2 F-.rasion Control Plans Figure 3 A Erosion Contml Plans Figure 34D be removed or repaded into the slope,or new lines of barriers installed k Technical Guidance Handbook Gravel Construction Entrance Techrical Juiciance Handbook Straw Bale tiedi•nent Barrier Technical Guidance Handbook Straw Bale Sediment Barrier uphill of secilment-laden barriers. f U io J 5 EROSION CONTROL NOTES AND DETAILS JOB N0OF 5 . � 191 19 6 . 01 ti RESUBMITTED TO THE CITY OF TIGARD FOR PERMIT 9/20/91 - ,. , 1. � I �' ( 1 1 I 1' I I�1 I 1 "s�"""',s'- _ --• -•e•- 61 . �.,*�'. f . I�IFI'II�IIIl1�1111�IItIlI111I11�11111�IIll�iill(III�II111111111I11 ,I11111111111111�I1111111I11111I1�1111t111YtItIIIIIIIt11111f111111IiIlIfIt1111111fItIt�tItI1111tt1 Rt NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 Il0 I I 12 DRAWI14G IS LESS CLEAR THAN -� THIS NOT ICE iT IS DUE TO f THE QUALITY OF THE ORIGINAL -- - _ ---- - -- _-- ---- A DRAWI43. OE 62 92 LZ 9Z SZ tiZ EZ ZZ IZ OZ 6f 91 LI 91 SI I I OI 6 9 L 9 S b E Z I min " 11 ( I- / - J ,fllluulunlullltu1111111nnittllluu�u111Gn11111`tItIF1111I♦t4Nlutt�ttttltttllnnlnnlo11111F> N11I11111111Im111111II1111111111�Inn11111I11141HII1111hill 111>J 111 111111111IIIIIIWIlWoolllullnnlmllnulunllwllW�nu�lullllu�t�11u111lIIIUI�WIInH FEBRUARY . 28 1992 NOTES r,•. 1. SEE SHEET W2 FOR CONSTRUCTION NOTES, COST ESTIMATE, MATERIAL LIST, AND DETAILS. 1 2. R.P. DEVICE SHALL BE INSTALLED ON DOMESTIC SYSTEM. INSTALLATION TO OCCUR WITHIN � BUILDING. PROVIDE CONTINUED ACCESS AVAILABILITY AGREEMENT TO T.W.D. z .• LLJ W z N 00 zp � F— w � W W w r oo - rn In -- W Q X � JIlLQ i — INSTALL 8" MJ BUTTERFLY VALVE O AND STANDARD BLOWOFF ASSEMBLY SCALE N 0 u x o L (SEE SHEET W2) Z Z L-j� r� / YDo 10 zo 40 eo W Q 0 do' ,1 , ` O � Z. d / . — v ( IN FEET ) i-- Uj R N ' 1 inch 20 ft. ofO � r Pss 52 — z of (D o 0 G �- — In O 0- J I 1 INSTALL 8 45' AND (Y � I 221 MJ BENDS LOT 4 WITH THRUST BLOCKS W Z 6" CLASS r J 1 ~ ~ Q 52 D.I. � z U INSTALL STANDARD FIRE , H �.� HYDRANT ASSEMBLY W i J 1 WDM I 1 I (SEE SHEET W2) V 2" W __ INSTALL. 8" MJ x 2" IPT TEE — (DOMESTIC) IV) W INSTALL 8 MJ x 6 FI_G TEE AND ,.-"' ^,,• ' i''���-y ,� 6 FLG x 6" MJ GATE VALVE p Wp z WITH THRUST BLOCK � �-- ' ' I INSTALL 6" 11y' BEND \ ,, ' ENR I I WITH THRUST BLOCK 0 CL v I i I U O LLJ � I 0 1 LL- C'4 1 0 C) Wr^ Lr)1 \ \ I 001CL I Q CL } I 1 IX PR "�G I NR Sid (:) ON DATE: �� • \\ \` \ •>. .. , .- « A ..«. .- 1 y, �... SEP TEMBER 20.1991 80"K WAI.LDRAWN BY: \ G. KLIER .,� CHECKED BY: `�� ,\ \` \ �. -' --• �— 15' WATERLINE EASEMENT a a K KOROCrI REVISIONS: \\ �. •.,• „ _ .�',' t <``•'r M INSTALL 8" MJ BUTTERFLY VALVE - i 1 ��w• � ,"�•,,,,� , l \\ ^a ...«._...... , ..,, ZI ENGINEERING IN © MACKEN E EN NEERI C , ~••.,a.. ty �+.'�,,,„�"`•. 1991, A .0 i `•.,,, .�,w°`, s:, �'4 ALL RIGHTS RESERVED 11r .\ ,,.,.•• ,.A•r'" .,,,.••••. % r.,....�+�." (� '•)sa,,"�., ..",,, c°.. THESE DRAWING ARE THE • w ) a a ..► 1 MACKENZIE ENGINEERING INC.PROPERTY EPIR)- \ «.... >A 'j°'r- �` t \' �, / ''• .., •,a,,,+ .,,M"' M,,;.wtCi DUCED IN ANY MA '/// \ •,,,.. , �' +. � ^•..,,,may,,,;"°.,,, a ••'„,1 y AND ARE NOT TO US ED OR RE 0 R, EXCEPT \ / '• ', \'\ !, �r, .. `~: a.,.,. THE PRIOR WRITTENNPERM PERMISSION WITH THE \ \\ /� tii') ,� . :,,,,. \� ” :: aa~ - SHEET � �..> +,`.,,,,,,tea ••.,.,... •.,,,.: /� w r• •� , / ,.--' CUT IN 12" x 8" MJ TEE �, � `\� a "`~ •.. i + WITH THRUST BLOCK AND ~ •- \ ��' " '/' INSTALL 8" MJ 11y4' BEND W/ THRUST BLOCK - \• 4:`a+, 7t _5 \ �,.- ` .. `'►,. l "� + 'a+.,~ (_ "• ' _ JOB NO. RESUBMMCIFOR PE Rmrr 9/20/911 191 196.01 • N � I I l' I(1 III 1 I 1 III I I 1 �11, Jill I - _. .-..:..��-_._��'._. __ ..�•--�-�::�r• _ --- .... ;w��r � ." ,� �.• ! ( ( ( I !' I I I ( 1 I�`II�I�IIIIlllll�llllll1,IIIII IIIlllllltillllllllllllllllllllllllll1111111I11111II11111111�111I�IIIIIIItIlll1111111111lIII 1 ,.„,,, ( I)0 I I ? ' NOTE: IF THIS MICROFILMED 2 3 4 5- . 6 7 8 9 12r.. — DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO I THE QUALITY OF THE ORIGINAL DRAWING. 92 LZ 9Z %2 bZ EZ 2Z IF UZ 61 81 LI 91 SI 1'1 EI ZI 11 UI 6 9 L 9 S b E Z Ia.risw %� Iulunlllu�nninl�nulnnlllninl �ullutt�l►t11nn mllnl.��lalnn 11lc:11 Inliutt�tt1lJtttl�lulltt�tlnullnllunllrl�l� .,r ✓ � I � � .i111111�11nI1nlllluillllltullllulltlllunitllll114tll,nllwlllll>lunlullllullnnlllulllullwUlWlUllull�llulJllllll11111LIInI1ILwInN ,, FEBRUARY 28 19 92 u CONSTRUCTION NOTES .. MODERN t11UELLER CENTURION FIRE HY4RANT, 1. An estimated 12% of the water system costs must be on deposit prior to A-442, 6'MJ 51/4"MVO, 3 PORT ( 2-2 1/2 NST beginning construction on water lines, and to receive a Tigard Water District HOSE CONNEGITION, 1-4 V2"NST PUMPER), I V2' (TWD) stamped approval on construction plans. PENT OPR NUT, OPEN LEFT, COLORI YELLOW 2. The contractor shall maintain one set of TWD stamped approved plans on the 1-6 BEHIND BEHIND BACK OF CURB Z construction site at all times. 4. Notify Tigard Water District (TWD) 48 hours prior to commencing construction 1'-0" BEHIND BACK OFQf to set up a preconstruction meeting. Telephone 639-1554. §IDEWALK w 4. All work shall be in accordance with AWWA standards. (•yJ 5. All work will be inspected and approved by TWD. Z a 00 6. All pipe and fittings will be ductile Iran, cement-lined. Pipe will be Tyton n y ® i -- CAST IRON VALVE BOX I Joint Ductile Iron, CIOsa 52. ASSEMBLY Z Q L) r 't z 7. 36" of 3/4" minus grovel cover for all mains i s streets and right-of-ways. z 04 LLJ Lv ¢ wOM 3" OR LESS o a o B. All valve operating nuts shall be within 36" of finished grade, otherwise t0 I- r,III valve operating nut extensions will be reouired. _ lDL>d.,, w . to 9. Poured concrete thrustblocks of at least 8 square feet of bearing surface aro n !p n.1T�111 ell _nF,� , I e > o z� required at each tee, cross, and bend location. o I. yll" COVER BRAIN t --��1 `v Z ) U U o LAI 'n Irlt<-IRI,,-L ', -ROCK W/ TAR PAPER In . Zw 10. Fire hydrant assembly consists of an 8" MJ x 6" Fig tee or 6" MJ x 6" Fig tee _ 11171yr �� BEFORE BACKFILL a Y LLJ rX ..j M 0 as required, 6" Fig x MJ gate valve, 6" MJ x MJ holding spool, and a Modern a Eiuih tits CI X. ((,� .E rn Mueller Centurion fire hydrant, A-442, 6" MJA 5-1/4" MVO, 3-port (2 - )i" NSA E� > 11'1-lt MJ HYDRANT OUTLET mol :� Y O g� ; a I hose connection, 1 - 4'h NST pumper), 1A pentagon operation nut, open left, p(__ 6"MJx FLG GV---- ID ID (, -3 Vj a color: yellow. c �^• _ _ J---1 U Z) g w � o �N 11. Each fire hydrant shall be installed upon a pre-formed concrete block with 1y o IT CL �- m o o cubic yards of crushed 1)¢' - 3/4" drain rock. Tarpaper will be laid on top x r, - of the drain rock to separate the rock from earth cover. _ - ---�- -- r-- / PA::!4 >..f_ d_�� ..L7_ / Ic�,A / !/ 12. All sanitarysewer Imes within 10 feet lateral) or 3 feet vertical) of a a I O' ''fit- II ml / - A Y Y MAIN L AJx R MAI TEE water math Shall be encased In a reinforced concrete jacket 6" thick for O A, MJ xMJ MOLDING SPOOL (SEE PLAN FOR MAIN SIZE) distance of 10 feet on both sides of the crossing. Where crossings are 4"x0"+ 16" CONCRETE BLOCK necessary, they must be made at approximately 90' with at least 18" of 1 1/2 YOS OF L...LAJ L i separation below the water line. 1 1/2"-3/4" DRAIN ROCK Z I- 13. All mains shall be tested at 150 pal for one (1) hour with a maximum loss of STANDARD FIRE HYDRANT ASSEMBLY DETAIL LLJ 5 psi. Static pressure = 100 psi. _ � W� U Z 14. All mains shall be cleaned and flushed with potable water prior to z N disinfection. Bacteriological tests will be taken by TWD. _ W Z 15. TWD will install all copper servi.;es prior to blacktopping of streets. Water � Q J meters will be installed by TWO upon individual request and p9pment by others _J Q (owner). Owner to provide pressure regulators for 136" and 2 meters. 16. Every meter that Is used for or connected to an irrigation system shall have 3'- M• . C� W the proper Oregon State Approved backflow prevention device installed and m Q tested by owner. 2" services require a minimum of a double check valve WATER MAIN assembly behind the meter. (SEE PLAN FOR SIZE) I Q n-• DITCH LINE 17. Upon completion of installation of the water system, the contractor or owner CONCRETE STRADDLE LIJ J X will advise TWD of the total construction costa to which will be added 10% for 10" BEHIND 8ACK OF BLOCK U O (n P samplings, CURB �' •�" ',Ii :<"'•• RODDING U Z Z TWO Inspections, water loss, overhead, administration, sem lin s, etc., and 2X •" for engineering review, Including "as-built" drawings, updating the master 2" RIGID COPPER � O Q map, intersection maps, etc. 1 " BEHIND EACH OF SIDEWALK I t'" , KPT TJx2" PLUG 0 U U OR IPT PT PLUG/CAP � STRADDLE BLOCK DETAIL — 0 IL COST ESTIMATES I� �. " "K PLU4VALVE PLUG OR MJx2"IPT CONC. METER BOX 1 CONC. TRAFFIC BOX IN IpL 2" BRASS AMERIC Engineers Coat Estimate: FRONT OF CURB s AWWA APPROVED 290 LF B" DI at $24.00/LF $ 6 , 9602"BRASS AMERICAN MADE, lW/ 2" PLUGAAWWA APPROVED GATE VALVE Ij _ 2" RI010 OPPER + � 2" SHORT 0 y'Z+jOW 50 LF 6" DI at $18.00/LF $ 900 ! " W/ 2" PWG PB1 - Fire Hydrant Assembly at :2000.00/ea. E 2,000 � ' ✓� . j�.11 90° ELL 1 - Tap at Existing 12" Main , Street Cut and Trench I"' I 2"RIGID COPPER • Indat =2,500.00/ea. E 2 ,500 ' INI " SAND BED TO TOP OF - � - - ., 1 - 2" Blow Off $ 500 90° ELL COPPER „x',•: �',•'�s - yLY• 16,��50� 1 ,860 90° ELL PIT l le, X41 IY I�iUl1.1 /D G LPP Contractor's Bid Estimate: CURB/SIDEWALK APPLICATION •CUL-DE-SAC APPLICATK)N Contractor ' s Bid (Estimated) $10, 898 SERETE E C STRADDLEDST BLOCKO DETAIL SEPTEMBER 2o,1991 1"WO ( 12% Admin . , Overhead , Engineering) $ 1 , 308 FOR OPTIONAL METHOD Engineering (sX) 1 z esa STANDARD 2" BLOWOFF ASSEMBLY DETAIL DRAWN BY: G. KLIER Total Costs: CHECKED BY: K KOROCH Pipeline $12,860 1 - 1-1/2" Meter at $4 , 940/ea . $ 4,940 REVISIONS: 1 - Sprinkler Connection Fee at $1 , 250/ea. S 1 ,250 19,050 Materlal List: 8" TJ DI Pipe , Class 52 290 LF 6" TJ DI Pipe , Class 52 50 LF 8" MJ 45' Bend 1 ea . 8" MJ 22-1/2' Bend 1 ea . 8" MJ 11-1/4• Bend 1 ea . 8" MJ Butterfly Valve 1 ea . 8" MJ x 6" FLG Tee 1 ea . © M9lREER;N�G'SERfYRyEp 6" FLG x MJ Gate valve 1 ea . a E� 1 AND APE NOT 10 BE USED OR REPRD- N AM1NG AR HE PROPER TT 0' 8 MJ X 2 IPT Tee 1 e a . MA<KEx21E EN Ix ING ING (Y E.I. THE PRIM WITICN POMISLON OF M E 1. Fire Hydrant Assembly ea . GUM IN ANY MANNER UMT WTH 2" Blow-off Assembly 1 ea . SHEET W2 5 U OF 2 Q JOB N0. � i 91 196 . 01 RESUBMITTED TO CITY OF TIGARD FOR PERMIT 9/20/91 • I +x+t"- Tr -- - T sr _.- _ _,- �...._�,� IRI. -._�`-'°�'�".... . __---*r.` . .. .__ _.�. __ >. _ _ . _ f 1 11 111 i(I ill ill IKE IIII 11f ij1 111 I 1111 1(1 Ill 1 1 T III 111 1 Z III 11 , III III 11 Ill III III 111 III III IKI III III III nl I 1111 ill PII 111 I11 EII 111 1(W n1 _ ! i ' s NOTE: IF THIS MICROFILMED - I 2 . r 3 4 5 8 7 B 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICA:-IT IS Due To THE 41AALITY OF THE ORIGINAL DRAWING. OE 62 02 L2 9? 92 /Z EZ 22 12 02 61 el t1 91 SI t•I EI 21 11 01 6 9 L 9 S Y E 2 1"••" nllluu I u n I n u l u I I L IldwdlNdu Iryunluulmdlud6ekw61dNIIIMnlnul011I uuN6tlu ul unlan III I I I I111111I I II I I I I I I I III and nu I nnhu Zhu I hl uiultluuluu h nlluubwluWguh udu u l nuluu I nuhtu1911(iKtduu6wlw liu uiuu I nuitwlun FEBRUARY 28 1992