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7250-7272 SW DURHAM ROAD q 1 O b PACTRUST BUSINESS CENTER PHASEA IV Q Q TIGARDjoN Ln �~ q_ i 7 OR fON LQ � z:QQ � F'A60.11 AL. t c. 11 1 l L' `1 v V INDEX TO DPA WINGSGENEPA L NO T WORK SHALL CONFORM WITH CITY OF TIGARD STANDARDS, TIGARD WATER DISTRICT (TWD) STANDARDS, THE UNIFORM BUILDING CODE (LIBC), AND THE UNIFORM PLUMBING CODE (UPCI. WA TER AN ESTIMATED 12% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT WITH TIGARD WATER DISTRICT (rWO) PRInR TO SHEE V9. T l TL EXISTING TOPOGRAPHIC INFORMATION AND UTILITIES SHOWN BASED ON WASHINGTON COUNTY CONSTRUCTION BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TWD STAMPED APPRJV4L ON CONSTRUCTION PLAN.',. EPLANS FOR DURHAM ROAD UNIT 2 PREPARED BY MACKENZIE ENGINEERING AND AUGUST 12, 1991 TOPOGRAPHIC a a o SURVEY PREPARED BY OL SON ENGINEERING INC., 1111 BROADWAY, VANCOUVER, WA 98660. THE CONTRACTOR SHA,:[ MAINTAIN ;NE SET OF TWD STAMPED APPROVED FLANS 01' ;"HE CONSTRUCTION SITE AT V � AL(. TIMES. r-1 CONTRACTOR TO !OORDINArE WORK AND COOPERATE WITH CONTRACTOR FOR DURHAM ROAD CONSTRUCTION PROJECT WHERE CCNSTRUCr10N ACTIVITY COINCIDES. 112 F1 tf NOTIFY rWD 48 HOURS PRIOR TO COMMENCING CONSTRUCTION rL' SET UP A PRECONSTRUCTION MEFT/NG. - f� ~ w TELEPHONE NUMBER 639-1554. CIT., OF TI aARD NO.R/ZONTAL COORDINATES SHOWN ARE RELATIVE ONLY. Approved.......................................... .... .... W ALL WATER LINE WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS. Conditirnally Approl.ed.............. . . ><_ CONTRACTOR SHALL COORDINATE EXACT WATER AND SEWER SERVICE LOCATIONS TO THE BUILDING WITH Th'f •r-1 ClCT VIL TI TL E SHEET ARCHITECT PRIOR TO CONSTRUCTION ALL WATER LINE WORK WILL BE INSPECTED AND APPROVED BY TWO. PEI —`�lTZ �: CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. T,il�..pi,... - S/ TE DIMENSIONING PLAN ALL WATER PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED. PIPE WILL BE TYTON JOINT DUCTILE L IRON CLASS 52, EXEPT DOMESTIC WATER SERVICE 7 Oz�WZ� GRl�ItiG Job Ttd�ras:>.L���> ALL WATER VA /E OPERATING NUTS HALL BE WITHIN 36" OF FINISH�'D GRACE ,�{ Y �GP GRA DING, PA VINE A ND EROSION GRADING WORK SHALL CONFORM TO THE CONCLUSIONS AND RECOMMENDATIONS Of THE Gf01fCHNICAL r B _ 21�al `V^ r1 Z INVESTIGATION RFPORT PREPARED BY BRAUN INTERrEC, 5405 NORTH LAGOON AVENUE, PORTLAND, OREGON. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQUARE FEET OF BEARING SURFACE REQUIRED AT -- / w CON TPOL PLANEACH TEE, CROSS, AND BEND LOCATION STRJCTURAL FILLS SHALL BE COMPACTED TO A DENSITY NOT LESS THAN THE REQUIREMENTS SPECIFIED IN THE GEOTECHNICAL REPORT. FIRE HYDRANT 1,SSEmBLY CONSISTS OF AN 8" OR 6" MJ x 6" FLG TEE, 6" FLG x MJ GATE VALVE, C4SI TE U TIL l TIES PLANPAVING 6" MJ x MI HOLOLNG SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-441, 6" Ml, 5 1/4" MVO, 3-PORT 12 - 1 lit" NST HOSE CONNECTION, 1 - 4 1/2" NST PUMPER), 1 1/2" PENTAGUN OPERATING NUT, OPEN c � CIVIL DE TA IL SHEE T PRIOR TO SLEFT, COL01� YELLOW. .4WCUT ANP PAVEMENT REMOVAL NORTH OF BUILDING 165, THE CONTRACTOR SHALL NOTIFY HARPER RIGHELLIS, INC THAT STAKES HAVE BEEN PLACED AND SUBMIT A COPY OF THE SURVEY NOTES EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 1/2 CUBIC YARDS OF ��� FOR THE ENGINEERS REVIEW. CRUSHED 1 1/2" - 3/4" DRAIN ROCK BUILDING PAPER WILL BE (AID ON TOP OF THE DRAIN ROCK TO SEPARATE THE sy v� z°o� >� ROCK FROM EARTH CO VER, 0 40 w c � ASPHALTIC CONCRETE (A.C.I PAVEMENT SHALL BE CLASS "B" AND "C" AS DEFINED IN .SECTION 403, 1984 STANDARD � t c � o SPECIFICATIONS FOR H;GHWAY t.ONSrRU:TICN (ODOT). ALL WATER MAINS SHALL BE rES TED Ar 150 PSI FOR ONE (1) HOUR WITH A MAXIMLM LOSS OF 5 PSI. STATIC Ca v - PRESSURE 100 PSI. - yr G O FORCPUHG ROCK SHALL C 1N IO AND SHALL BE AS DEFINED IN SECTION 703, 1984 STANDARD SPECIFICATIONS ALL WATER MAINS SHAL.' BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. BACTERIOLOGICAL d��,�3� P FOR HIGHWAY CONSTRUCTION (ODOr). TESTS WILL BE TAKEN B1' TWO. L EROSION CONTROL, TWD WILL INSTALL ALL DOMESTIC COPPER SERVICES PRIOR T) PAVING. WATER METERS WILL BE INSTALLED BY TEMPORARY fROSIuN CONTROL: TWO UPON INDIVIDUAL REQUEST AND PAYMENT BY OWNER. i i UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ADVISE I THE CONSrkUCrION NOTES AND DETAILS SHOWN ON THIS PLAN REFLECT RECOMMENDED TWO OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL ADDED 10% FOR TWO 1 INSPECTIONS, WATER LOSS,PROCEDURES AS PER WAS1dNGrON COUNTY EROSION CONTROL FLANS OVERHE4D, ADMINISTRATION, SAMPLING, ETC,, AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS-BUILT" r TECHNICAL GUIDANCE BOOK, JANUARY 1991, OR ITS SUCCESSOR. DRAWINGS, UPDATING MAS rER MAP, INTERSECTION MAPS, ETC. t IT IS THE INTENT OF THESE PLANS l0 SHOW POSSIBLE APP,:lCAT/ONS OF RECOMMENDED MISC. UTILITIES a PROCEDURES IN THE EVENT THAT EROSION CONTROL IS ,NEEDED. ALL RECOMMENDED \ I PROCEDURES ARE DEPENDENT ON CDNSrRUCrION METHODS, STAGING, SITE COP101rIONS, ELETRlCAL, TELEPHONE, GAS, AND TV SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE APPROPRIArF o 0 0 i WEATHER, AND SCHEDULING. )-HE PROCEDURES SHOWN ON THE PLANS ARE NOT INTENDED TO UTILITY COMPANY, CCORDINArE LOCATION WITH OWNER ANO ARCHITECT. BE CP �NEONLY, RED IN AN AREA AT A PARTICULAR INS I'4NT. LAA THEYSHOULD BE USED ASA GUIDE PST JEC T Q AL rERNATIVE METHODS OF EROSIJN CONTROL MAY BE USED IF THEY ARE APPROVED Y T B HE ENGINEER AND MEET THE S.C.S. UNIVERSAL SOIL LOSS EQUATION CRITERIA. 4 S/ Tt Q THE CONTRACTOR /S RESPONSIBLF FOR CONTROL OF SEDIMENT TRANSPORT WITHIN PROJECT LIMITS DURING CONSTRUCTION, IF AN INSTALLED EROSION CONTROL SYSTEM DOES NOT DURHAM RD. / \ ADEOUATEI Y CONTAIN SEDIMENT ON SITE, THEN THE EROSION CONTROL MEASURES MUST BE _ FIELD ADJUSTED BY THE CONTRACTOR A17 NECESSARY. I PERMANENT CROSION CONTROL: TEMPORARY EROSIOA! CONTROL METHODS MUST REMAIN AND BE MAINTAINED UNTIL 'ERMANENr EROSION CONTROL METHODS ARE IA' PL 4 C AND OPERATIONAL VEGETATION ON ALL EMBANKMENTS' AND DISTURBED AREAS SHOULD BE RE-ESTABLISHED AS S06N Z FREE eI AS CONSTRUCTION IS COMPLETED. ADDITIONAL INTERIM MEASURES WILL INCLUCE, AT A MIN/MUM, INS'rALLArlox, nF HAY BALE o 1 yI a1 j 00 SE01MENr BARRIERS OR SILT FErNCFS AS PER 7E TAIL SHOWN ON THE .S'cEr. THESE MEASURES f = SGE"0 11��k WILL BE INSTALLED ALONG ALL EXPOSED EMBANKMENT AND CUT SLOPES TO PREVENT SEDIMENT �+ LOQ TRANSPORT. SANITARY SEWER SANITARY SEWER PIPE SHALL BE PVC ASTM D 3034, SDR 35. — J \ STORM ORAINAGE -7044 STORM DRAIN PIPE, BENDS, AND FITTINGS SHALL BE SMOOTH INTERIOR, HIGH DENSITY POLYETHYLENE 7 9 CORRUGATED PIPE AS PRODUCED AND SPECIFIED BY ADS, PRODUCT NAME A'11(TMI. w ROOF DRAINS FROM BUILDING .SHALL CONNECT TO SITE STORM PRHINS IN (OCA TIONS SHOWN ON THE PLANS. - -"- - - - - --- IF 0 nn" REVEM rn" U nnprn" OSES ONLY EBo IF rcr VICINI T Y MAP L------ -----____-___ Nr r a 7255,-727' 541 1RHAM PCIAC 1 OF '+� ___...__..._-.......-.,,.,....,.......w ifie^.ri^PATK�u+r.+w,.-.r+•••-w�i11ib1M++iv`eY!11�If°Rl'•fi^.tw,mr. •w•r1P'.' .r:e,-...K!y:'.Y9Plwe;. V,A w I ' IF THIS DOCUMENTIS LESS "1T1 I I I I I 1 1 I I I I 1 �I I I I I I I I I I T(T T I I III 1 1 1 1 1 I I I'I T 1 III I l l l l l l l l l l l l l l l l 1 III I I'i l I I I I I 1 1 1 I'I 1 1 1 1 1 1 1 � i � i � i iii i � II i � i � i � LL �r �lr� l � ► � � � � � i I ( J � , i � LL iii iii iii i � I iii � � � � i � � � � 1 � � i i � L APRIL �3 1994 �I �. ..rw.�.__ _w..___..�..�.....__._.._ . .. 1 2 3 4 5 6 7 8 91 _' 10 ----- 11 12� I ITCIS[DUE IITO '!'TIEAN S UALITYOOF --�--� -`-------` THE ORIGINAL DOCUMENT. -- ---._- --- - - -- ----- - �S �Z 8lL L Z 8 a z 6 S E ti !, U�Z 8[ L i 8�I ft'll bT[ EST ZIT L T i I i I—r8 8�I �L 8 T4 �� AD.� �� ����I ��� ���II���������It���►����►�������� ���� ����II��� �� ��l��ul��������llllII I�lllllulu�l llUll Wlllluul�ll�l loll ;11WliLillll ll�l!��ul�11ll1ll1W11 I 0 I EXISTING 0 IVEWAYS ' I � r ` LAIJ - - - - -- - _ 274.0' �B_0' 47.0' 5 CONCRETE SECTION 22'7' R=4.1' _ REMOVE 1100/1/ TREES � _ R=10 ... �. . R=4.9' R=40 ao TZR .0' I"2 I - LOT LINE ADJUSTML"NT BY OWNER REMOVE CURB X - - 9 8' REMOVE : !�, . .,� o ti e.i' - - - CURB ti ,� ' PCOORINAI ' V 2 ( _ R=5.0' EXISTING EXISTING LOT LINE - EXISTING ?06.3051 E1 TOP CurB --�. - - - -- - - - rN89.46'S�'�`'7iT� FENCE1 CURB FUTURE STOREFRONT OR DRIVE-IN DOORS kj N (TYP.) "�1 Q! czi I 16.0' 'CURB( 27' ( ) � -- - C5. REMOVE FENCE ALONG EXISTING - I EXISTING Q SCALE: 1=20' I YORIH PROPERTY LINE. R1GHT-OF-WA I .• I ' Q Q (/) EXISTING CURB I ;V � � � � . ( � v 1 PROPOSED BUILDING 165 -- --480' -- :� � O L.0 33, 000 SQ. FT. V-N CONST. I J FUt.L )' SPRINKL ERED `ARB " ►I tri R 4.0_ CS 2 4 ' CLEAR HEIGHT , 5' FROM CE OF CURB ? INSTALL SILEWALK 1 .5 SIDE WAL WIDTH( CSQQ BICYCLE RACK ITYP.1 n CONCRETE CURB 1 �SET!ON� 4.0' ti Q --- -- ? I C 3 ^' 28 3' 240. Rm - R=5.0' R40' '_ . 6.0' CURB C1S � O (�J\ C Qr, CIO PARK/NG STRIPE (TYP.1F 133.5' !.a16.0' _ cn mm n. _ 5 CONCRETE SECTION 4 300.0' CS 16.0' w ' .•'� �..___-----_-___._- _.._ --_- - _.._. (URB 1 c - -- - �i ;-4r-I z t• - C5 -- R=4.5' r^I W - R-2.S' I wW 2S .0' 24.R= . ' Y 5 + 40' DRIVEWAY INSTALLED PARKING 0' ' (EY OTHER57 3?.0' 26.0 STRIPE PARKING STRIPE (IYP.) 04 (T YP.) �4 CURB 1 w v � ti CS c I I v •. PARKING STRIP[ (TYP.) `I - _A 89'4430" f 110.00' _ �- R=3.5' R=3.5' 5 CONCRETE SECTION 7 0 o PARKING' Q6 CURB 1 R_8.0' C5 STRIPE 16.0' C5 / (TYP.1 - G -- ----- --- ---- 325 OJ_ 66.0' I 135.6' 16.0' I , . •' ��/��� ,�.. R_5.0' R_S.0' I I. ------- - -- --- - - �`-'{ 10.0' N 1 RIGHT-OF-WAY o l 40.0' w I CENTERLINE aI X EI E; `_ 26.9' PC. O I ' • , -y I I O I 2 O �w Q o G z z w IRx283.0' --- 0 = 16.59'32" • ,, R = 243.0' o o v o I PROPOSED BUILDING 166 CURB 1 /.. = 36. 5 72.00 ' , 750 SQ. F TV-N CONST.. PARKING 351 �- o STRIPE ;-8-9°7.? 14' E 4-8.38' (TYP.1 FULLY SPR/NKL ERED R=4.0' ' 24 ' CLEAR HE/GH T w I v, o R=S.0' CONCRETE S 17 y. - z .SECTION C5 R=S.O' \ r , EXISTING CURB o 0 \ 0- vEX/STING \ a IGHT-OF-WAY o o o COORDINA TE (15514.5902 N, 11709.3255 F1 N 89.44'50" E 512.02 117.2' ~ \ I > � z K I F®111 REVEM PURPOSES ONLY FEB'0 ®0 119922 H 0 V C 2 O W z W m S O V1 1 ?'%'5(7-7s7 SVI DURHAM ROAD 2 OF 5 R, IF THIS DOCUMENT IS i.ESS Ir({II( IIIIIII IIIIIII I!II'III IIIIIII II;�I IITIITTI'TffTl11T TI1111( VIII IIIIIIIIII111T1� �I�I!IIIIIII IIIIIIIIIIIIIIIIII iIIIIIIIIIIII I IIIIIIiIiIIIIO IIIIIIIIII11111 III I IlL'" APRIL 2�3 1994 LEGIBLE THAN THIS NO'T'ATION, II II II 1III l ---I -! II 6 -- = ----- - 8 _------1___�.----_-�IZ ' No 30 IT IS DUE TO THE QUALITY OF _.._ -- -- - ---- --- -- THE ORIGINAL DOCUMENT. t9iii-I -- -.[I,, I iijoilrill, ���' eaz yy F,,ei, IIIIIIIIIIIIIIIIIII IIIIIIII� IIIIIIIII (((IIIA( IIIII!(II IIIII1111 illll III,IIIIIIIII� IIIiIIIIIIII�I!IIIII VII Q` i Q J Qc - -- -- - -_ -- - - -- - o 1 1 SAWCU_r AND REMOVE Cj 3' SWATH OF A C PAVEMENT `^ \S, 3 _ _. . � . _. c) O w�---• '� ��>�nl�' � .�: �l'.' �. .<<_.<«��''T1IlI1l�TlTill2�Lc ,l! ���1.�1�'l1���..I�11�Z/I/TllilTli�'7�717//�i1 U I LOT LINE ADJUSTMENT BY OWNER � 1 V Ln , RES - 1` O FUTURE STOREFRONT OR DRIVE-IN DOOQS' �5y.4Q A•C PAVf}1Ek1 CS y,94 ,34 LQ cIt Qj----- ----r--- by ,✓ --� C4�.y' r' J Q SCALE, 1=20' O - rter ,,, PROPOSED BUILDING 165 �_� ao v 3I �4e(. � I (� 33 000 SQ. f T. V-N CONST. I _ Ln FULLY SPRINKL EKED l 24 ' CLEAR HEIGHT �'�� Qc F. F. 1-5.5. 0 INFIL TRA TION LSA SIN NOTES: THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WITHIN THE y INFA TRA TION BASIN UMI rS. SEDIMFNT TRANSPORTED FROM CONS TRUC TION I ACTIVITIES SHALL BE REMOVED WITH LIGHT EQUIPMENT TO LIMIT DAMAGE TO " y EXISTING VEGETATION " I„I SLOPES AND FLOOR OF INF1LTPA TIGN BASIN SHALL BE SEEDED WITH DENSE ....... '1� GR„SS COVER /N AREAS OF ROCKY SOIL W4ERE SEEDING MAY NOT BE I )� �`� A' \ W '" POSSIBLE, THE GROUND COVER SHALL REMAIN IN ITS EXfSTING STA:f \`�, F,V `�s �) =1 U a r S ALL EROSION CONTROL DEVICES SHALL d£ IN PLACE PRIOR TO CONSTRUCTION I _ ♦ u \\� ©I O PAVEMENT LEGEND - - - TO PREVENT TRANSPORT OF SEDIMENT TO THE INFIL TRA TION BASIN. _ - c�u� RIP-RAP AT THE STORM SEWER OUr1=ALL SHALL BE IN PLACE BEFORE THE `\ A (. PAVEMENT 4 \j _- Ct STORM SEWER /S ACTIVE (CATCH BASINS INSTALLED AND CONNECTED). EN/RANGE/SERVICE ROAD PAVEMENT SECTION 4 A:C_PAVE14ENT 4 0� _— -• \� C5 •r-1 Z DURING CONSTRUCTION, THF /NFIL TRA TION BASIN SHALL BE INSPECTED BY I ` — C5 THE CONTRACTOR AFTER EVERY MAJOR STORM TO ENSURE EROSION CONTROL `11 ` c/� I r--- W MErHOJS ARE PREV,NTING TRANSPORT OF SEDIMENT TO THF INFILTRATION ( I I I PARKING AREA PAVEMENT SECT/ON ^ BASIN. EROSION CONTR DEVICES SHALL BE AQIUSrEO AS REQUIRED IN C5 THE EVENT OF SEDIMENT TRANSPORT. ''1 . 1 , , q��, X40 1/ �� `�-:r� I ��b v�,��j � •�z � 1 THE INFILTRATION BASIN SHALL BE h'EPr CLEAR OF DEBRIS AND SEDIMENT LINT1C THE DENSE GRA 55 COVER OF THE SLOPES AND BASIN FLOOR IIA V£ BEEN I -ISp �\ 150 � �` H A C PAV-EMfNT � f OVERLAY SECTION C3 w b ES TABLISHED. I ``HAY BALES hb l A.C. REMOVAL N 89.44'30' E '10.00 _J CS HAY BALES \ `` ri CL_ ol A.C. PA MENT 4 �� CS A.C. PAVEMENT � I1 ' ,y\. " '�h'�0 1 ,5'`� '``'� ��� `ifs ..,�3• `_ , 0 7 STORM SEWER 3 'CS OUTFA _ o I INFU.TRA TION BASIN — lLl SEE NOTES ABOVE. / ��l I I 1 0 3 � w w < J '1 1 , I ' ' ' ,,'1' I r I ' , • W � = Q ' PROPOSED BUILDING 166 r f I 1I 1 I S6D/MEN rI FEN_CE , ' , ,l� .�. H - - r 0 . C5 -----i S Q. f T. V -N CONS T. N 89'13'14 E 48.38' I I FULLY SPRINKL ERE.D 24 ' CLEAR HEIGHT 1 11 ,, 1 F. F. 155. D � � o 0 ` N 89 44'50" E 522,02 \ DRA/NAGE DITCH SWALE NAY BALE ITYP.) 'rp 158 �\ I BUILDING f65 _____.____ —__--__ -- ♦ \ SAWCUr AND — ♦ \ REMOVE 3' ss WIOTN (1F PROPERTY CINE —� FOR RE U Ol!•an/�/' PURPOSES ONLY PAVEMENT y" CLASS "C" Al. BUILU/NG 1•a�u,�u�J � SLOPE VARIES ............. ...... .... .. ,.... FEBu 1919412 ...... . ..._..... y , EXISTING CURB _COMPACTED V'-O" CRUSHED ROCK BASE EXISTING GRADE (MAXIMUM ROCK FILL DEPTH OF 8", USE -- --- COMPACTED ON-SITE MATERIALS FOR SUBGRADE \\ ' FILL IN EXCESS OF 8"1 a SA WCU T A ND PA VEMEN T RES TORR TION NOR TH Of BUIL DING 165 �J .z C3 N.T.S. �- z W W fD 1-?,::?r' 811 DL1RHra1 ROAD 3 OF 5 I IF THIS DOCUMEN"' IS LESS �� Tll Il( III III III !II ill 'lll Ili III III 111j1 �1 T1i Ell fl( I I III III Ill Il. II III III II�Iillllll SII III III III III I I III I I'I�II�IIII III I IIIIIII I III III l l � �i i I 1 I I I I 13 4 �. .. 1�' 10 I 11 12 Al�RIL �3 19 9 LEGIBLE THAN TLIIS NOTATION, I 1 2, ^_6 ? S � i ------ __.—�_�._��-- - Nnae �j'-rx� 7 'p` IT IS Dl..- TO THE QUALITY (11' CC THE ORIGINAL. DOCUMENT. — o�E trill `` 9Z `` �lzll 8��ZZ 671cil �11 Z 81 Bi Ll 19i 14�I 61i f:[ Zi I ii� i 8 8 L � 8 9liVIII III1IIII,�IIIIIIlllillllllllll�llilli 1,' IIIIII IIIIIIII IIIIII IIIIIIII )III IIIIIIIII 1111111 IIII'lllllllllllllll IIIIIIIII lllllllllll li llll�llll111 llll 1I1.�ill l�IlllllUlllll I1111NI1 t I j I � EXISTING SANITARY MANHOLE I IF 14520 (EXIST 8" IN, 5.1 I t !E 14500 (EXIST 8" OUT, N) LQ 1 j � \43 o 'U REMOVE L16_HT POLE AND BASEct 3 EXISTING STORM MANHOLE OZt I E 148 20 (EXIST 30" IN; S l- 2 I ( I I I if /4 B.10 (EXIST, B" OUT; N.) LQ - -- -- - - - -- --- - - - -- -- --- --- --_ _--- MH-- - --- - -- _ -... ---- MH - -- -- -- --- - - -- - -N-89'414'5-0 t 4-2-7.3.2'- -- ` � H 49 L.F GAS _ - -- - - GA Q -- -- SCALE. 1-20 IE, 146.59 6" SANITARY p MH Is 0 010 -- --- O r - EXISTING SANITARY MANHOLE lE 145.41 (EXIST. 8" IN; W., E. d S.) 13 SANI If 145.22 (EXIST 8" OUT; NI ("n! ' - - TARY SEWER C!fANOUT 1 i I / �/6J[ CS I E. 14 6.52 - v 1 PROPOSED U/�UIL DING l - CONNECT TO EXISTING B" SANITARY j ` STUBOUT.ISTIN6 8" I `j - 33, 000 SO. FT. V-N CONST. (VERIFYPRIORTO CONS RUCTIONI FULLY SPRINKL FRED I i Q v 24 ' CLEAR HEIGHT EX/STING STORM MANHOLE l 1.E 14 9.56 (Ex/sr, Y8,, IN; F. d W) ^• I E 149.36 (EXIST 24" IN; S.1 l I -195 L.F. 6" STORM LINE If 14936 (EXIST. 30" OUT; N.) IROOF DRAIN COLLECTION/ STORM SEWER CLEANOUT SLE. 146 00 Q 13 STORM SEWER CLEANOUT 13 B"x 6" TEE CS - CB j I CB I _ - _ v MH T k T o I o � o - I8"x 6" WYE _ GAS LINE ALIGNMENT (BY OTHERS) w o I r STORM SEWER CLEANOUT 13 CS Fo - 6"x 6" TEE 41 L.F. 1 1/1" COPPER w 14 SYPHON CATCH BASIN !TYPICAL) ---- - -- - - DOMESTIC ATER SERVICE � --- --- CS RIM 149.75 '� - Q I.E. 146.75 (8•' OUT) 3 '4 SYPHON CATCH BASIN -�- 6 L.F. B" STORM C5 R/M 149.75 S = 0.74 00 l.f. 146.75 !8" OUT! ! 1/1" DOMESTIC WATER SERVICE (TAP, METER, AND BOX CONNECT TO EXISTING BY TIGARD WATER DISTRICT/ m (� .� z _ I - 10 L.F. B" STORM 21" STORM .SEWER IF f43,08M A ri S 0.4700 ---� I I PLUG AT PROPERTY LINE 2 1flEL0 VERIFY LOCATION/ - �� I.E. 143.88 (21"1 --- _S -- - - - - 0 : _- (B Y O THERSI 0 63 C.F. 2f" STORM S = 0.0100 1<'± N 89'44'30" f 120.00' 5 INSTALL 8" M) x 2" CONNECT To EXIS - - �OR� CS EIRE HYDRANT ASSEMFL Y - ----- 8" FIRE LINE WITH 1N 21"x B" TEE 5 -� lPT CROSS B" MJ SOLID SLEEVE/ --_--- - 1� STD. MANHOLE 11 - -_--- 8"x 6" TEE -_ � I 1,E. 139.48 LF RIM 150.0: CS CONCRETE THRUST BLOC 75 L.F. 8" WATER 1� I E. 147.05 IN d El I I E. 140.25 (21" IN) _ I E 140 05 (11" DUTI - --- - t O o 1 1/1" DOMESTIC WATER_- T TWO(11-6" GATE VALVES I � r g v �o c� 6"x 6' TEE SERVICE /TAP, METER, AND BOX ck - .� _ (TYPICALI BY TIGARD WATER D15TR1CTl C5 / _ 3 - GAS LINE ALIGNMENT ,�� P• 13 STORM SEWER CLEANOUT --" 13 STORM SEWER Q � � - C5 CLEANOUT ^ (8Y 0 HT fRSI I29 L.F_J� / 231 L.F 6" STORM LINE (ROOF DRAIN COLLECTION/ - 8' STORM 1 - -- -- -G- - - -G- - - - - -- " EXISTING of 6 21" STORM OUTFALL 5=0.2250 �r - 8 L.F. 1-1/2COPPER �b j FIRE HYDRANT ' CS /E. 138.65 \�^- ��. DOMESTIC WATER SERVICE CONNECT TO EXISTING 8" ci l.E. 146.8± /EXISTING 8" SAN./ FL EC 1 ( SANITARY RY STUBOUT ti RM ^' (VERIFY PRIOR TO CONSTRUCTION! of STORM SEWER CLEANOUT 13 LE. 147.16 W � r N 2 I I C5 - - --� 46 L.F z i C I 1 I 6" SANITARY I o ~ q S=0.010 o 2 �) 13 5ANITA,RY SEWER CLEANOUT _ 2 S EXISTING STORM MANHOLE_ 3 Y W Q I C5 /.f. 147.21 �- - H 3 1.E. 15 1.71 (EXIST. 12" IN; Sl W Qc i PROPOSED D UIL DING 166 IE. 151.71 (EXIST 15" IN, f/ 4 I.E. 151.71 (EXIST 18' IN; WJ L35, 750 LE. 151.51 IEX/ST. 14" OUT; N.) . SO. FT. V-N CONST. N 89'13'14" E 48.30 I 2 ; I FULL Y SPRINKL FREDCB I u e I I__- j I --7- w i 24 ' CL EA R HEIGH T MHI MH 3 2 Q 3I I u l Z, N 89.44'50" f 522.01' CB I EXISTING SANITARY_MANHOLE I.E. 146 S8 (EXIST. 8" IN; Sf. d S.11 L E G E H! D : 1E. 146.38 (EXIST 8" OUT; NJ � W SAN •--- - EXISTING SANITARY ' - STM --- EXISTING STORM NOTE: SEE DETAIL W - EXISTING WATER I GAS EXISTING GAS FOR PIPE BEDDING ANU BACKFILI. FOR ALL \--- - --._-- ---- --- -- --- ------ \ STORM SEWER, SANITARY SEWER AND EXISTING 21" STORM WATER LINE CONSTRUCTION. ------ \(ROOF DRAIN COLLECTION .SYSTEM SHALL PROPOSED6" WATER HAVE A MINIMUM OF 11" COVER.) PROPOSED 21" STORM _ -- IF0R RENEW PURPOSES ONLY �\ PROPOSED 8" STORM - ---- - --_-._.------ ff1��fff���ff��11�� CC11 ltf1 AAA111�.� -- --G-- -- PROPOSED GAS Illr I>r IitC(e II®� 11 {�I PROPOSED STORM 0p 11�`l�y�! 0 p 9 o 2 (ROOF DRAIN \(J �J 4 ------ ------------- 4 COL oN _ - --- 0 2 W � SW MPHAM F..OAD 4 OF ] IF THIS DOCUMENT IS LESS rI I I� I 1 I I 1T TI rrT1 til IIII II 11111T II II I i 1 111111 II III iljpllJI APRIL7r 1934LEGIBLE THAN THIS NOTATION, 4 I - I �6 0$ 11 12 IT IS DUE TTHE QUALITY OF No 96 elm*__=" THE ORIGINAL DOCUMENT. - ----- -- - -- i t8l, Z187. L�11 1111-1 £ �11111 £II !III I1il�lllllllll /IIII 1Iit, 11 I !illl II11i11111III II19-1111 /III11111/1/ 11II lul /III III! II11 I1II /III 1111 a ►III�IIII Ilu /III /III ull II►I Illi Il W lll�llluu►l ull�lul�Wl llil!��1, ' �11lifll Il/III Ilii IIII�II�I Ill��wll� -� PAVED AREAS OUT Of PAYED AREAS 6" 3/4" RADIUS (TYP1 I—III—L_I �^ I I I—III L ., CONCRETE CURB NATIVE BACKFILL `� 1 -- EPDXY BUND �) i �--- 11" A D.S. STORM PIPE QL_ -- PA VEMENT 1`3/4" - 0 GRANULAR -- INSTALL A D.S. FLARED ENC BACKFILL \\ \ \ I I—III—I I a 8_ (� FOR OUTFALL. flfl0 VERlfY \\• \\ \ -III—III o Q" � �/ •�\ DAYLIGHT Of PIPE. NOTES: — INSTALL !8" BLANKET Of CLASS 100 1 ti 71 i. CURB SHALL 19E MACHINE EXTRUDED. RIP-RAP TO IN.*-L 'ATION BASIN BOTTOM EDGE OF SITE CLEARING 1 CONCRETE TO BE 3,000 PSI AFTER 18 (IA YS OR DISTURBANCE FACE RIP-RAP OVER A 11" BLANKET Of V 3 EXPANSION JC.'NT EVERY 10 FEET. 2"I-1 PlT RUN MATER/AL. 4 CURB SHALL BE BONDEL TO A C. PAVEMENT. V Ln EX TRUDED CURB DE TA IL �. �/n��� G� �/'�� � �/'�� '/'� - ---� � ' -- _ Qi I_. Nr.S l , ' O Q 12 P/PE BEDDING AND d A CKFIL L DE TA lL ��.. : 0. O S OUTFALL DE TA IL I I Cs N T.S. _ CS N ]".s 1 � BALES TO 1 `,-I BUTT TOGETHER `JJ 12" CLASS 100 RIP-RAP OVER IfYPICALI ` l ` �-•-� 11" OF 1"I-) PIT RUN MATERIAL I J P l i GROUT ( � FINISH GRADE 1 STANDARD CAST IRON C� 1 1Z"MIN. _ / FRAME AND COVER �J —— 5' MIN. 0.5 _ -j 4„ Of P.C.C. I 1% SLOPE TO STREET EXISTING CURB _ _ I . NOTE: ONLY TO BF USED FOR INSTALLATIONS Of 2" MIN, v ` �d • - I- A A � rTj.. LESS THAN 100 LINEAL FEET UNLESS OTHERWISE t q • q . .� � �• .`, - APPROVED BY THE ENGINEER — '1-11II- - NOTES: USE DRAIN DITCH PROTECTION FOR SLOPES EXCEEDING 10%. COMPACTED _ _ r �- -— 6" GR 8" PVC 5 DRA INA GE DITCH PROTECTION I`_ � �,`' � ` I`'-�'�`'' (sFF PLAN) NOTES CS N.T.S. --- - - -- - i 45' BEND 1. CONCRETE SHALL BE 3000 PSI AT 28 DArS. SIX SAC MIX, SLUMP RANGE OF 1 1/1"-3" EDGE OF SITE CLEARING TOE OF SLOPES OR DISTURBANCE WYE BRANCH ---` ` GRANULAR BACKFILL U a 1. SIDEWALK PANELS SHALL BE SQUARE, :'/4" DEEP SCRIBES AT JOINTS 5 FEET APART, EDGED 4 SIDES AND HA.'E A LIGHT BROOM FINISH 6" OR 8" x 6", 8" Q ALL SIDES r OR 10" (SEE r ~ w FILTER FASPIC MATER/AL (36" WIDE ROLLS), PLAN) CONCRETE SIDEWALK T ,� _ _ ' '--� USE STAP1f5 OR WIRER/NGS TO ATTACH TJ 74- W �y N.T.S. FABRIC WIRE, 7"X 7" WIRE FABRIC 114 GA), r"i Z PROVIDE 6 SECURELY f- 7 -OR APPROVED EQUAL- 1 MAX SPACWO GRACIE SPACWO --_�---� INSTALL PLUG IEND OF LINE ONL Y) (U - FT-TWIRE FABRIC - _L- < 6X 711' <10X 111' i o.s' < ex iso, < 309 so, NOTE: CONTRACTOR SHALL DETERMINE , £ICIER FABRIC- --� < 10% JN' < SOX ts' THE REQUIRED FITTINGS REQUIRED NOTE,. CAST IRON FRAME AND COVER SHALL BE < 11 x tII' > sax is' FOR EACH CA TCH BASIN AT EACH LWLTOIIRON 6 S rEEL CO. NO 'S 202 16") OR 203 IB") z 3# Y --- --- h vosr o f' < 15% cso' 11 _7 I OR APPROVED EQUAL. CO A e c [! EMBEDED BALES w BURY BolroM , `- `+ 4" TO v.. 1 ( OF FABRIC IN 1e1" X1"X3' STAK a"X17" TRENCH 13 STANDARD CLEANOUT 2" A.0 PAVEMENT, CLASS "C" IEA[N BALE) N T.S.CS CS 7" X 4" WOOD POSTS, MIN.-- \\\ N \ \ 8" CRUSHED ROCK, 1" - O" STANDARD OR RCTTfR. DRIVE SfAKfS A M\ \\ (AL FfNCfERNA f POSTS!£ _ Of /1"INTO GRADE. ' EXISTING GRADE\ r .1 HINGED DEFLECTOR TO -_ FULLY COMPACTED SUBGRAD£ 6'0 FACILITATE CLEAN-OUT— �� �- l95% COMPACTION-RELATIVE DENSITY) /— GRATE p 4v i -- -I- SECTION B-B TOE OF SLOPE, OR x m V 14 0 AT GRAOF CHANGE / q I 2 109. 8 SED/MEN T FENCE 45 1 BENDi p HAY BALE SL OPE SED/MEN T BA RR/ER i 3 _ PARK/NG AREA PA VEMENT SECTION CS N.T.S. RIM ELEV C S N.T.S. CS N.r.s. (SFE GRA DING PL ANI o f '2 MAX. 6" IN 14" X ?4" X 36" O N -- "L YNCH" CA TCH 1--- - � BA SIN, OR f^� S DEFLF,TOR APPROVED EQUAL o '� Uj � 3 Y _ STANDARD MANHOLE w Y z i �., ✓ 4 A.C. PAVEMENT 11" CLASS "C" OVER 1" CLASS "B"/ ri�� \tel FRAME AND COVER FINISHED GNAO£ OF STREET v) a A A cr /����\ - _£GRADE RINGS VARIES \ -LE. (SSE PLANT USE PIPE MANUFACTURES ADAPTER CONNECTOR OR 11" CRUSHED ROCK, 1" - 0" _ 'b��:.l. Q _ MIN. 3", MAX. 11 "FERNCO" FLEXIBLE COUPLING WITH STAINLESS SrEC' CLAMPS OR APPROVED EQUAL. v T TEE, WYE, OR 45' BEND BALED HAY--` o ti H 2'-1" FULL Y COMPACTED SUBGRADE• OR STRAW i a TEE OR WYE (95% COMPACTION-REIA rIVE DENSITY) )TYPICAL) \ c - e i4 CA TCH BASIN 1 L � �,� CS N.r s. 4 ENTRANCE/SER VICE' ROAD PA VEMENT SECTION G_Z�; FILL JOINTS WITH Z CS II.T S � " \ _ Q J CEMENT GROUT 48" - --- 1'-0" BEHIND o 0 \ 5" ---MA SECTIONS �- (AS REQUIRED) BACK OF CURB a -BREAK O(IT !" CLEAR IM/N.) HYDRANT TO BE MODERN o Q - SLOPE. 1�2 MUELLER CENTURION, A-442, ck: REMOVE UPPER HALF OF 6" MJ, 5 1/4" MVO, 3 PORT U, SEWER PIPE INSIDE MANHOLE TWO 1 1/1" NST HOSE. LC CONNECTION AND 4 1,'2" NST 1 q p� PUMPER, 1 1/2 PENTAGON !EACCH BALE) 2 - 782* 2" X3' STAKE r l --- THE MANHOLE MAY BE POURED OPERATING NUT, OPEN LEFT, E _J MONOLITHIC TO 8" ABOVE THE COLOR: YELLOW r BARREL OF THE MAIN SEWER FIN. GRADE / ASSEM9L IRON VE BOX > 64" MIN. -- _ — i 6" MIN. -- ASPHALT PAVING ., r —_.-- I I I-�;'I i 1 11 1---•I L7 4" rONCRETE SECTION. 3000 PSI ; EMBEDED BALES - L W 4" To 6'. a SAND OR GRAVEL L f VfL TNG COARSE » S TA NDA RD MA NHOL E :I / r II- OVERLAP BALE EDGES J DRIVE STAKES A MINIMUM CJ N.T S i� _ ��� R NG PACK _ - L _ FULLY COMPACTED SUBGRAD£ Of 11"INTO GRADE. --III - COVER D T Wi BUILDING PAPER � 6" fLu" x MJ GV (95% COMPACTION-RELArIVr DENSITY) I= III i1 (15 LB. FEC 1) BEFORE BACKFILL. II_I ) III - -- - - --' - SECT/ON A-A - _— — ,- 6" MJ x MJ h,'OLDING SPOOL {� s CONCRF I'E_S_EC TION HAY BALE S WA L E/Dl TCH SED/MEN T BARRIER cs NrS �S Nrs. FOR REVEM PURPOS"Ho ONLY IIS-iIi ii yili—Til_-iii—iii_iiiTili—lii_i�i--iii—� � �—� x 16 CONCRf,f BLOCK � H 0 ���o �®I 9���L/a/ 1.5 C.Y. Of 1 1,%2"-3/4" DRAIN RUCK MANN W/ MJx6" fLG TEE � (SEE PLAN FOR MAIN .SIZE) rc-5) � u FIRE HYDRANT DETAIL 0 CS _ N.T S. _ �- i W W m N U 725("1-7272 SW DURHAM ROAD '_r OF 5 IF' THIS DOCUMENT IS LESS -gtjI11�1111Z111111111111.11IIl Illl l Ill ! I IIJ17 )f7f�Til II111I1(II11l11 111I111I1111T1 111111 111111111 /APRIL �] 194 I '' II II IIII lair"I lLEGIBLE 'PIiAN ')'HIS IVOTATION, L___--- --- -2 ��_ -�-----SL- _-� • I _ 7�- __� -_1Q1 �IT IS DUE TO 'THE QUALITY OF' NO.36 �•".rlLft THE ORIGINAL DOCUMENT. - -- d �1_11911 tll L�L 9Z91ZYZ EZ 7, IZ OZ BI 8i LII 9T 12 6I £LIZ, Ii t _ 8 8 II Il 1-111719, I 11-11,IIIIIII )III 111 11 IIIIIIIII 1111 {111�111fI1111�1 I�1 I�111illI1�111111�1I11111I1 111111111111 I�1���1��-IIT►1I►1i1111111111lllllil�l�►llilllllllllllllllI►1111►►1)llll lU�1lI1 111 Il�llll�l IIII�IIII !1111411 r