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7500 SW DARTMOUTH STREET-3 s r r - - 'i!ti'4�3iiC �i¢:j�Y4 M9 i •.., ;'.�;' ._ ^'r"..-. ..1f �`%.. - •r;M - N N� / W j z �1n 0. r CuBi j DON UTM ST, 5 � GENERAL NOTES - ---J STORM & SANITARY NOTES RETAINING IN99W G WALL NOTES hk,.•F �;` SECTION A ea►ur�,bn, � 'i� ALL WORK , CONFORM FI THE LATEST EDITION Ti TSE OREGON 1. ALL WORK AND MATERIALS TO CONFIRM TO THE LATEST EDII7UN OREGON S I CHAPTER A.P.W.A. SPECIFICAT;:NS, THE CITY OF TiG RD STANDARDS CHAPTER A.P.W.A. AND THE U.S.A. STANDARDS AND SPECIFICATIONS. 1. FILL COIJTAINING BRUSH, SOD, PEA?, ROOTS OR OTHER ORGANIC, AND SPECIFICATIONS, AND THE CONTRACT SPECIAL_ -R.OVI`,IONS. PERISHABLE OR DELETERIOUS MATTER, INCLUDING, BUT NOT LIMITED 2. CONTRP.CTOR TO UBTA.IN ALL REQUIRED PERMITS AND LICENSFS PRIOR TO SNOW, ICE OR FROZEN SOILS, SHALL. BE CONSIDERED UNSUITABLE 2. THE CONTRACTOR SHALL. PROCURE AND CONFORM TO ALL CONSTRUCTION TO STARTING CONSTRUCTIONPERMITS. . MATERIAL AND SHALL BE REPLACED. I. 2• SOIL FILL MATERIAL SHALL_ BE DRY ON SITE OR GRANULAR IMPORT 3. ALL CONCRETE MANHOLES SHOWN ON THE Pl_ANS ARE 48 INCHES MINIMUM SOILS. MAXIMUM SIZE OF MATERIAL SHALL NOT EXCEED 3" IN 3• CQN^aTT?IlCTION OF ALL FACILITIES TO BE DONE BETWEEN 7:00 AM AND 74METER AND CONFORM TO U.S.A. STANDARDS. MANHOLE EXTENSION 9:00 PM. DIAMETER. .. ;S SHALL BE LIMITED TO MAXIMUM OF TWELVE INCHES TOTAL. 4. ALL EXISTING FACILITIES TO HE MAINTAINED IN PLACE BY THE HL;h'�TS. 3. SOIL DENSITY TESTS SHALL BE PERFORMED AT 2 FEET VERTICAL CONTRACTOR, UNLESS OTHERWISE SHOWN OR DIRECTED. THE 4. ALL F ACKFILL IN THE RIG ELEVATIONS OR AS OTHERWISE SPECIFIED BY THE ENGINEER. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT, PUBLIC WORKS STANDARDS-OF-WAY SHALL COMPLY WITH CITY OF T(GARS VICINITY M�?P z MAINTAIN, AND PROTECT EXISTING UTILITIES AND OTHER FACILITIES 4. FILL FOR UNITS SPALL 6E FREE DRAINING GRAVEL. OR CRUSHED ROCK. r�r ins AT ALL TIMES DURING CONSTRUCTION. 5. SUBSEQUENT SETTLEMENT OF THE FINISHED SURFACE WITHIN THE WARRANTY PERIOD SHALL BE CONSIDERED 10 BE A RESULT OF IMPROPER 5 UNITS SHALL 9E KEYSTONE INTERNATIONAL COMPAC. 5. THE LOCATION AND L`ESCRIPTION OF EXISTING UTILITIES SHOWN ON I I THE PLANS ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD COMPACTION AND SHALL BE. PROMPTLY REPAIRED BY THE CONTRACTOR AT / NO EXPENSE TO THE OWNER. 6• iNSTALLAIICIJ OF KEYSTONE FACING UNITS SHALL '3E INSTALLED PER SURVEYS. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY NOR THE MANU' ACTURERS RECOMMENDATIONS, KEYSTONE R=TAINING WALL COMPLETENESS OF SUCH RECORDS, THE CONTRACTOR SHALL FIELD 6. ALL SEWER LINTS ARE TO BE AIR TESTED PER DIVISION III, SECTIOPJ SYSTEI.+S, INC, MINNEAPOLIS, MINN. VERIFY LOCATIONS OF ALL EXISTING U��11 TITLES. 303.3.16 OF THE STANDARD SPECIFICA TIO,I'. ALL MANHOLES THAT ' , + REQUIRE HYDROSTATIC TESTING SHALL IO TESTED IN ACCORDANCE WI1H 7. GEOGRID SHA,.. BE TENSAR UX1500 & UX1400 MANUFACTURED BY THE 6. THE CONTRACTOR SHALL ERECT AND MAINTAIN ALL TRAFFIC CONTROL TENSAR CORPORATION, MORROW, r,EORGIA. THE GEOGRID SHALL BE ,,, DEVICES. CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH A.P.W. I DIVISION 111, SECTION 303.3.15 OF THE STANDARD INSTALLED AS FER THE MANUFACTURERS RECOMMENDATIONS. THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND CITY OF SPECIFICATION. o ( I TIGARD REQUIREMENTS, LOCAL_ AND EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. ENGINEER RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT f TO HL,ET INDEX ACCOMMODATE OTHER UTILITIES AS REQUIRED: SECTION B Z NO TREES GREATER THAN 6 INCHES IN DIAMETER ,,HALL BE REMOVED 8. ALL P.V.C. SEWER PIPE SHALL CONFORM TO ASTM D3034, S COVER .00 WITHOUT AUTHORIZATION BY THE CITY. PRIOR TO CONSTRUCTION, A FiR 35 1. ALL CONSTRUCTION SHAH_ CONFORM WITH CITY OF TIGARD BUILDING 1 . SITESIIEET & GENERAL NOTES PHYS;CAL BARRIER SHALL BE PLACED AND MAINTAINED COINCIDENTAL SPECIFICATIONS AND SHALL BE CLEARLY MARKED AS SUCH. CODES REGULATIONS, WITH THE DRIPLINES OF TREES NOT MARKED TO BE REMOVED OF 2. SITE & STRIPING PLAN �, GREATER THAN 6 INCHES IN DIAMETER. 9• ALL STORM PIPE SHALL BE ADS N-12 AND SHALL CONFORM TO ASTM 2. PILI_ SHALL BE PLACED IN HORIZONTAL LIFTS NOT EXCEEDING 10 F405 SPECIFICAT10 3. LAYOUT PL4 N ' INCHES IN UNCOMPACTED THICKNESS FOR HEAVY COMPACTION 8. NO CONSTRUCTION VEHICLES SHALL BE ALLOWED T,.' ACCESS OR DEPART EQUIPMENT. FOR ZONES WHERE COMPACTION IS ACCOMPLISHED WITH 4. GRADING PLAN d THE SITE VIA BAYLOE; OR CLINTON STREETS WITH JUT PRIOR APF ROYAL HAND OPERATED EQUIPMENT, FILL SHALL BE PLACED IN HURIZ0IITAL OF THE CITY OF T'GAF,p. LIFTS NOT EXCEEDING 6 INCHES IN UNCOMPACIED THICKNESS. 5• DRIVEWAY PROFILES ¢ Q Q 4 9. THE PARKING OF CONSTRUCTION VEHICLES SHALL BE LIMITED TO THE 3. FIJ_ SHALL OE COMPACTED AS SPECIFIED BY PROJECT GEOTECHNICAL 0• STORM & UNDER DRAIN PIAN �� u of c� SITE ADJOINING S.W. 72ND AVENUE, AND SHALL COMPLY WITH ALL ENCINEER OF RECORD TO A MINIMUM 927. OF ME OPTIMUM DENSITY 7• SANITARY & WATER PLAN QI �; wI ,-'_• Z o CITY OF TIGARD REGULATIONS REGARDINv THE LOCATION AND DURATION DE FERMINED IN ACCORDANCE ASTM U 1557 (STANDARD PROCTOR rl r, m �� z a OF THE PARKING. DENSITY). 8. OVERALL UTILITY PLAN W mn Z o WATER NOTES 4• TESTING METHODS AND FREQUENCY, AND VERIFICATION OF MATERIAL 9. RETAINING WALT, PLAN � ` `� ~ "� 10. rJ0 CONSTRUCTION MATERIALS SHALL BE PLACED OR STORED WITH THE c w J RIGHTS--OF-WAY OF S.W. 72ND AVENUE OR DARTMOUTH STREET AT ANY SPECIFICAT;ONS AND COMPAC110N SHALL BE THE RESPONSIBILITY OF l 0. E1tOSI0I� CONT T k(�L PLAN W a w u TIME' THE OWNER. 4 n a v, I . DETAILS �, � 1. ALL ON-SITE WATERLINE CONSTRUCTION AND ALL MATERIALS SHALL MEET 5• WHERE LARGE ROCK, STONE OR OTHER ACCEPTABLE MATERIALS ARE USED J 1 I . DE'T'AILS THE REQUIREMENTS Or THE TUALATIN VALLEY WATER DISTRICT. IN THE REINFORCED BACK.FIL.L ZONE, THEY SHALL NOT BE ALLOWED TO NEST, BUT SHALL BE DISTRIBUTED OVER THE AREA TO AVOID POCKETS. .. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO VOIDS SHALL BE FILLED WITH Stv'ALL STONES OR OTHER ACCEPTABLE Corditlonf'.rty Apgravr>d.•........................................ 1 CONSTRUCTION AND SHALL COORDINATE WATERLINE INSTALLATION WI11I MATERIALS. For rely t',.r mark dCcrlb9^ir+;�Q OTHER UTILITIES. 3. ALL WORK AND MATERIALS SHALL COMPLY WITH OREGON STAT Sptrlettsrhr Fo?Tar E HEALTH SECTION C Attach............................................... I 4`�,� `� Z ���s 44 'D 4�V 4D �'.� 9 z DIVISIONA. STAADMNDARDS. RULES, CHAPTER 333, A.W.W.A. AND 1. TENSAR GEOGRID SHALL BE PLACED AT THE LOCATION AND ELEVATIONS JobAdrlr©nr,: ZS_�_ w_1? 'a _.S .._ - U . .W.A. STANDARDS. SHOWN ON THE ATTACHEF PLANS, c � 0 40 s� 4 GRADING NOTES (DR N8)8 PIPE SHALL BE 0 ANC AWWA URE PPP E SHALL BCLASS E ASTM 150 2 TENSAR GEOGRID LENGTH & TtiPE SHALL BE AS LISTED FOR EACH 1785, SCHEDULE 40 PVC, NSF- APPROVED. RESPECTIVE WALL SECTION. '?EINFORCED FILL ZONE LENGTH IS AS I LEGEND- 1. MEASURED FROM THE FRONT FACE OF THE KEYSTONE UNIT FACE. 5. HYDRANTS SHALL CONFORM TO AWWA C-502 AND SHA'_L BE APPROVED BY THE ALL GRADING IS TO BE PERFORMED IN ACCORDANCE WITH THE THE WATER DISTRICT. 3. TENSAR GEOGRIUS SHALL BE ATTACHED FIRMLY BETWEEN THE KEYSTONE RECOMMENDATIONS CONTAINED IN THE SOILS REPORT PREPARED BY BLOCK SECTIONS OVER THE FIBERGLASS CONNECTING PINS, 3 Y EXISTING SANITARY SEWER LINE APPLIED GEOTECHNICAL, IF O., DATED DECEMBER 24, 1992, AND 6, ALL TEES, BENDS AND BLOW-OFF LOCATIONS TO HAVE A POURED IN- �1 AS SUPPLEMENTED APRIL. 29, 1993. PLACE CONCRETE THRUST BLOCK CONFORMING TO CHART SHOWN ON 4• PRIOR TO PLACING FILL, THE GEOGRID MATE. :,LS SHALL BE PULLED I '. - - - EXISTING STORM DRAIN LINE DETAIL SHEET, TIGHT TO REMU`✓E AN`f SLACK IN THE GEOGRIUS ANU REMOVE ANY SLACK I __ _ THE MAJORITY OF THE SITE HAS BEEN RECENTLY STRIPPED. PRIOR TO AROUND THE CONNECTING PINS. I .y -- EXISTING WATER LINE START OF GRADING OPERATIONS, WE RECOMMEND THAT ANY SOFT 7. ALL WATER MAINS TO HAVE A MINIMUM COVER OF 36" FROM FINISH ! ! ~' EXISTING SANITARY SEWER MANHOLE MANMADE FILLS, LEACH LINE SYSTEMS, ORGANIC SOILS, GRASS, ROUTS GRADE. 5. FILL MATERIALS SHALL BE PLACED FROM THE BACK FACE OF THE BLOCK ! j, �---� _--� EXISTING CATCH BASIN ! OVER 2 INCHES 1N DIAMETER, AND DEBRIS, BE REMOVED FROM BENEATH BACK TOWARDS THE FILL TO ENSURE FURTHER TENSIONING OF THE 1 _ - ALL BUILDING AREAS AND FOR A DISTANCE OF 5 FEET BEYOND THE 8. PIPE BEDDING SHALL BE AS PER A.P.W.A. DIVISION III, SECTION GEOGRID MATERIALS. - -- ---- EXISTING STORM DRAIN MANHOLE �J F;RIMETI.R FOOTING LINE. A REMOVAL DEPTH TO 18 INCHES BENEATH 301.2.02 AND SHALL BE 3/4"-0" CRUSHED ROCK. + -- _____�- EXISTING WATER VALVE �� THE FL-L AREAS WITHIN THE CUB FOODS/RETAIL BUILDING IS 6. NU CHANGES TO THE TENSAR GEOGRID LAYOUT, INCLUDING, BUT NOT ---� - -" INDICATED BY THE EXPLORATIONS. DEEPER REMOVAL OF FILL 9. TRENCH BACKFILL SHALL BE "CLASS B" PER A.P.W.A. DIVISION Ill, LIMITED TO LENGTH, GEOGP,!D TYPE, OR ELEVATION, SHALL BE MADE EXISTING FIRE HYDRANT WITHOUT THE EXPLICIT WRITTEN CONSENT OF ALPHA ENGINE=ERING, - _ SANITARY SEWER LINE STRUCTURES WITH BASEMENTS AND WHERE ORGANIC SO MATERIALS (UP TO 8 FEET) IS ANTICIPATED IN AREAS OF PREVIOUS SECTION 301.2.048 IN ALL PAVED AREAS IN THE PROJECT, f ILS ARE PRESENT INC. THE CONTRACTOR MAY USE LONGER GEOCRIU LENGTHS THAN THE ---�`" SANITARY SEWER MANHOLE (POSSIBLY NEAR THE CREEK). AN ENGINEER SHOULD REVIEW THE 10. ANY CROSSING OF WATER MAIN BY SANITARY SEWER SHALL BE MADE AT DESIGN SECTIONS REQUIRE FOR EASE OF CONSTRUCTION. / v I I z STRIPPING AND STRIPPED UPGRADES TO ENSURE THAT ORGANIC SOLS, APPROXIMATELY 90c AND HAVE 18" OF VERTICAL CLEARANCE. -/ � STOPM DRAIN LINE �� Q � 7. FIACKFILL SHALL BE' GRADED AWAY FROM THE WALL FACE AND ROLLED AT '`�� - CATCH BASIN CB, OSCB r. UNCONIROLL.ED FILL OR OTHER MATERIALS WHICH MAY BE UNSUITABLE 'ice-�"l_, TOR STRUCTURAL FILL SUPPORT DO NOT EXIST. 11. ALL MAINS TO BE TESTED AT '50 PSI FOR ONE HOUR WITH A t.��,�CIMUM THE END OF EACH WORK DAY TO PREVENT PONDING OF WATER ON I I w `-rte_ _ STORM DRAIN MANHOLE I I_l LOSS OF 5 PSI. SURFACE OF THE REINFORCED S01, MASS. ! _ C O WHERE LOOSELY BACKFILLED TEST FITS OR FILLED FORMER BASEME14TS CURB INLET 8. PERMANENT SURFACE WATER DIVERSION SHALL BE THE RESPONSIBILITY r 1 OCCUR WITHIN BUILDING OR PAVEMENT AREAS, T}IE LOOSE SOILS 12. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER vi CLEANOUT w SHOULD BE TGTALLY REMOVED TO EXPOSE NATIVE SOILS, TIiEN wv WATER LINE OF THE OWNER. m o Q ROCK IS RECOMMENDED. IT SHOULD BE PLACED IN 8-INCH MAXIMUM 9. ANY DEVIATION FROM THESE PLANS AND/OR SPECIFICAIIONS COULD BLOWOFF REPLACED WITH GRANULAR BACKFILL, PRIOR TO DISINFECTION AND BACTERIOLOGICAL TESTING RJ ODO1' 3/4"-O CRUSHE(` BASE ACCORDANCE WITH A.W.'N•A, STANDARDS C601• L LIFTS AND COMPACTED WITH MANUALLY--QUIDI-D MECHANICAL COMPACTOR'S RESULT IN WALL FAILURE AND CIVIL ACTION AGAINST THE WALL v�ATER VALVE LLI ¢ CONTRACTOR. `y �.� TO GRADE. COMPACT TO 90 PERCENT ASTM D1557 TO WITHIN 3 FEET ! `-- WATER METER 1_1- OF SUBGRA,7E AND TO 93 PERCENT FOR THE iJPPf~A 3 FEET. _ ,may- � I � 10. A MINIMUM OF 2 FEET OF FREE-DRAINING BACKFILL TO BE PLACED _ -- THRUST BLOCK < w IN PAVEMENT AREAS WHERE STRUCTURAL FILL 15 REQUIRED, THE IMMEDIATELY BEHIND THE WALL, & CONNECTED? TO A 4" PERFORATED ;^ �!``' FIRE HYDRANT SURFACE SHCJLD BE STRIPPED OF ALL GRASS, ROOTS, VEGETATION, OR PIPE COLLECTION SYSTEM AT THE BASE OF THE WALL HE DRAINAGE SIGN r COLLECTION SYSTEM IS TO BE CONNECTED TO THE 8" UNDER DRAIN _ DEBRIS, AND MOISTURE-CONDITIONED TO NEAR THE OPTIMUM MOISTURE • 1 - UTILITY POLE LJ� I Q ^ l PROCTOR). CONTENTAND COMPACTED TO 92 PERCENT OF ASTM D1557 (MODIFIED SYSTEM, & WRAPPED IN FILTER FABRIC (AMOCO 4545 OR EQUIVALENT). - EDGE OF EXISTING PAVEMENT - EP < LJ PROCTOR). IPJ ADDITION, ALL GRADING SHALL COMPLY WITH CHAPTER --1 -- - 70 OF THE STATE OF OREGON STRUCTURAL SPECIALTY CODE. a - - - --- --- ' TEMPORARY CONSTRUCTION DRIVEWAY STREET BARRICADE J �o O F-- 2. EMBANKMENTS OR STRUCTI tR,:L FILLS SHALL BE CONSTRUCTED FROM '� � - OVERHEAD ELECTRIC ;.F'fAL;LC TO THE SOILS ENGINEER AND SHALL -�__ I LIGHT POLE [.L EXCAVATED MATFRIAL ACC' BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 9' LOOSE MEASURE I `JII � --- ----- - EACH LIFT SHAT_!. BF ':OMPACTEDI TO 41� %PrrC II_k AT1GT4; ONE RISER L-I��Tt'D WELL TELEPHONE AS NOTED__,E_,,_,,_ „_.. -�____---- 3, FILLS SHALL NOT 8E CONSTRUCTED ON NATURAL SLOPES STEEPER THANFENCE -- AS NOTED TWO HORIZONTAL TC ONE VERTICAL. NO ROCK OR SIMILAR -- - ----- SURFACE STORM WATER DRAINAGE � IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 12 ( I --------------- - C J INCHES SHALL BE BURIED OR PLACED IN FILLS. MONUMENT BOX CONCRETE SURFACE -- --- BRUSH/TREES TW TOP OF WALL. TB TOP OF HANK �- - WE TLA•NDS l� -------- ROCK OUTCROPPING r ' 11ARV40UTH ST, 7500 SIT 930010 1 OF 12 PROJECT CUB-TIGARD _ - ----- N O. 7. 1 1 _. 0 0�F TYPE. CONST. PLANS JUN 0 21993 t MI,CROFIL.MED �lillll�+lllil� li!illl��illljl !I�llf��'!'li I ►i!II(��i(1�1�1 I�I�I�I�I�I�I I I�I�I�III�I�I 111111l1lil�l�! 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DRIVE f 010, v 44.67 _ . W Il. Sl.. 0+ 4 72nd o ao ' AY +2r,� J c"A 0+45 TO � 25 o !:` 17'32'37" `1`5, � ��`_ �- I I N86'45'24-W �0 HIVEWAY A � n STA 19 _ +87. f � r r b� !'� R cor;c. PAD - ---- _--•-. 3T (57 CONC. PAD ��/�,. •V SEE SHEET ,2/ 2 nj L = 65.83 „ °� 6s:4i oo - R 215.00 � r`_.8+t3s.eD94.00 00 I I, �`QS?4W A I "� 124.67 - 10.67 i �, �� - - - CONCRETE PADS 17'32'37' u n / / TO BE CONSTRUCTED R 215.00 s �Q TED 1. - 65.83 i4 t» I `32.78' 4 - 26'44'06' ��� \ / ®I 6l 11 LL'IN y G'7N;FA-a;�• R � 8s.00 10.51' ,Pt�.26 L • 39.86 CONC. I PAD (� CUB FOOD � FUTURE RETAIL "A" I 1 TCCg� CONC. � I 1 EXPANSION PAD 7 455 S . F. i '^ co NOTE: DRIVEWAY "A" & "B" o PAD 9.29 )) )f _ n RE -FAIL PROFILES ON SHT. 5. 20lJ . O TOA PAVED o12' j` - 5.58' 45' 25' 1 LOT�KIVEAAEN T 11.33' 108.6 o SECTION �'-ar.�� c��rri=rcrCr�. 38 ; 427 ENS . F. R E TA, ,' L- B Fr 208 . 0 _j 20' 3o' i 25 41 S . F-. o o 0 O o o v �p Z1 0 0 _ FF= 204 . 00o oz N N "� r_ 4 w I in II II IoW, I sl RETAIL "AA" o Lii � 0 �a � ��/ ; + 2,000 S.F. o a " " 11 1. ~ r �,j . ' PUCE FULL DEPTH 16 X 6 CURB RETAIL As z[ a --- W PEDESTRAIN RAMP DROPS :D f I L- 325.33 3,000 S.F. t [�] --- SID A k PEDES IT�AIN RAMPS 0 BE CONSTRUCTED BY OTHERSQ `C- 26.50 50.00' ----------- 183.00,- --- Q (� �. -717 o d- z 9.61 p 4' R 36' 6.42' RACKS FOR BICYCLES O I 62.00' ,e q' 4' 28'-•� 25' R M M r1 62.00' 00' , t1,63- _7 J 0)62. -- 00 -� C- 66.00' � �� a r _ 62.00' ! Q a ¢ lil f 1 60.00 60.00' 60.00' - i' " o n o Ir a I 23.00 18� 3 --___ 60.00 I I d 29.00' v o ~ II i m K n m zI 42.00' �� w n 7 --.! F5 < w a 8.50' TYP, c5 g ,28:50; { •- � n cr a � 1 � a ' � •• •�� �,\c. _-�, - ---CONSTRUCT SIDEWALK � \ n \ PER DETAIL - \ 9.91" J ,✓ / w TYPE b / I cli 2.5' 31' z c _ �- -D 45.03' N 10.39' TYP. -� I >• _ I � `�> TTN S T. 22.00' TYP i END OF PROJECT IMPROVEMENTS STA 11+84.24, 24' LT, - ry PLACE 6 LF OF RDWD. 2" X 4" HEADERBOARD AT THE 'I" •!'- p,00� �•,�, � '�-� 2540' END OF THE SIDEWALK AND CONSTRUCT SMOOTH IRAN I � - - S RON SLOPES r o \ � EXISTING GRADE O t5x MAX, #29 MIN. 23. 0' [TYPICAL] -- ,�- 2.s R 10.b' 18.00' 2s. r - 23' \ A SEE,DETAI� THIS SHEET r � I / \ 16.48 2. 20. A I I.. \ 45.00' R (TYPICAL) 22.74' �' 3'R 24.00' - 3' R - �� � 2,.0 20.00'1Q' 20.00' � �- \` --LIMITS G 7.z2' C 21.62 3.8 ' --- F CUB FOODS RETAIL SITE IMPROVEMENTS w� '. 4 40 30 ..A,.' LOOP DRIVE 2' _ _[ 2 �-- 2 2a R ++00 -, •l- _ .� � J5:70'. - - _- R 8.82' :..., _ - 5' R � 4' r / - •,17 18•f UO' _''`. __ , . � STA. 18+94.93 'A' � . ' �-J �, _�5•I ,/ i \ �.� , ,17+QO' - _ STA. 2+60.43 rer 4' RETAINING WALLS 30.00 , li8 {•. +`" - -• 4. R FOQ - N88'16 04'W ''�nA'1105.93 72nd . - UO 1 STA' 20+90.93 o j 2b+fib 4-._ c� S 22+96.93 'A -1-- \ ` 1 r� '22'1'00. 1' 8" ,x _ 22 96.93 l 19.00' TYP. - I - \ � \ 4' R '1' Z 25' R I 4" PCC _ _ 1 8" 3/4"--0" AGG. BASE ( /1 V 1 \ - 3 R - 36.00' - �, Z 25' R 24 c+v 22: " 1 0 � 10' R r �� 3' R I DRAINAGE WAY U O w 8' o _ SECTION A-A Q n ` - = ` � 1' R - 5' c� NTS O w O �� i-_=,�1 _� c�'� HEAVY TRUCK PAVEMENT SECTION ! LL � �! � -` �_ {`7 �fC� �_... 12.87' cfb� 'y1 1 SHEET 12,'12 � 21.44 24.00' � 4� R --- 12.34 I 1 ... w \� � "�,_Mry \ -•`_ ' _ -` -- _ _ � 6666 •� N T 25' R LIGHT TRUCK PAVEMENT SECTION Q I. ( � v1 Q 5r SEE SHEET 12/12 1, 100' 25' R f !� A 14'15'11" ,�( _� _�-` \ �►♦ / R 102.00 Q lil O MlT Of �. I L 25.J7 �_ w I-- ` _ 57q CURB AR 17110 :, I �v, _S• D^. ` r sa�.+.. `g`¢U eN NT �M'°RO CC l 1 W �, 0 I-L- ^'1R�` S/7t. MfN 1Q► / MATCH DARTMOUTH STREET SECTION 0 - E, ,E fF EiI::T: Q O _ ' r ti�F IE'.1 �Q/ ` PCC, 2" 3/4"-0" CR, ^" 2"-0" CR, & 9" COMPACTED v /�•/ _ / - i�' � SUBGRADE WITH FILTER FABRIC Q 0 .4 S�' 'ACID REMOVE 2" X 6" HEADF_RBOARD, EXTEND CATCH BASIN LATERALS, STA. 20+34.64 DARTMOUTH � w p` $ BEGIN ON-SITE IMPROVEMENTS Os"" 00 ` STA. 0+00 DRIVEWAY B ` --LIMIT OF 72nd AVFNUE IMPROVEMENTS r , ps 7 �\�`• .. ` \ r. - �``'`�,�``��� LIMIT OF (d RTMOUTH STREET IMPROVEMENTS �� s - OAR rMO SIt A•3.00�tN Sr 3 OF 12 r- -- _ PROJECT CUB-rIGARD NO. 2_1 1 - 0 0 4 TYPE CONST. PLANS J JUN 0 2199' MICRORLMED ,lililll'lili►il Illilllililil I lililil+lilil IY1111111 �li►ill' I - IIIIIIIIII�IIII!Illlill!illlllillllllllilllllllll'illllllllllllllllnlllnlllllilllnlllllllllllllllllllllllll�lllllll!IIIIII IIIIiIIIIIIiiIiIIIIIIIIIiIIIIiIIIIiiIiiII111iIlIl iiiIIIHIIiNIiIIIIINIIIINIIiNiiIHIINII r, C. ,0. 5115 MINE, .. .a.,. 1^T .,,7­ ------------ CATCH ,T"i►aQCATCH BASIN CLEANOUT SDMRiM _N II - ___' ._# 197.9 _ . - r- .. _.1194 _. �� . �J - / - 197.0 SDMH! _ S. W. B A Yl. R ST. ' ! Cd -- -..-__ RIM 1 6. RIM `- - - •. - - V � 19 \ 195.67799.63 197.6 � q �• ` - 190.7 Lj 200.0 , RETAINING V 13 a� Ia BY OTHERS INC PAD ~- -�' p 1 I CL - 1195.97 19S.G 2W.0 CON C. BADS 190.07 CB � 200.0 -` RAMP / RIM 145.5 ( I I 99.6 i 200.0 ,90 CONDI. S - PAD EANOUT is' - CUB FOOD O « � �� �,,� 204. I 193.6 _ � _ o - - - ----- RIM 198.33 ` °p.o p00 � CONC. � (6 CM NOU AD RM 2037 9 t 455- S . � I � C c I /19x.4 o �' )1 )7 I tFF __- Or . 200.0 �pp•4 _ _. .2 RET I ' I - t`'H ` VfR�r ^Vf1+�NTNIS RIAA 12.0 ' _ AFeo (_T�� 82SOMH 7 F�Aµ� %7 . -1- S . F . *7 RE t A I LB FF,- 2 8 . Q N}- '�, I (Y W oc) CO3 o 2 5 , �- . F-. ROUGH GRADE\= ±2018.5' i I Q w j6l < Q FF .- 204 . ' I N ► w0. < • �` il'i Li W UP R n z u II 1 Li in in �( > Lj r► .196 4•196.'1 - co z I 195.42 {� \ ,. - i "e 00 d . A. 02.40 103 . .Ia 207.7 20 .SSMH 7:2 207.73 �s l rnQ ¢ d19 0 0354 9 207.32 8 X206.2 RIM 081 is Z j ! I coo w � ixU,1 gi , g1 ! p a,'SDMH m o �I 1 q �f RIM 200. SDMH ' DMH_ co 1 a a h RIM 192. IM 198.8 / �+ KCCL L � 1 \ / \ 1 \ rw .. 193 ' .48 e� cs $� "SU ---- 10"SD \ 191.13 d, , 191.0 _ - _ - -! po� c;e 0 192:16 / � 55 y6'A � .199�.64 200,80.H0 203 20454 191.39 9- RIM— 1a95e E_ 203 8( , N� ,!r ao4.7ti IM 200.6 Oh� !� 1� !� �3 210.16 ' i y(o / I S. W. CL.INT ter , i ON S T. P l ryU \ I � 1 \ � ^o I \ ♦ a INLET RI ^v / ♦ I .��h Ntp AS 1�9,J,� q% - dp + �` Ap ` � Q ': <°9 t ^ O F99 , 'O� ^�h �v ' �? ��'1 �y,�yb ,�• \ 171 1,MR r �I �9 rn f ♦� S o ,• ' ti 215.7 \ 0"_) �, ,�� °b '�' �, I o, ALL SPOT GRADES SHOWN ARE SD_M ✓ C ANOUT9�,� �� a ��'► k� h`\`�. 1 ` ;s \7 \ _.___ RI 188.92' I -', 205 z ,�� • ti,,� ,e ti, ti M ASHPALT ELEVATIONS.c . ADJACENT93 tips TOP OF CURB ELEVATIONS ARE ♦ 1 , 1e9.34 _ _ 0.5 HIGHER i \ ' 171.5 `{f \ r Ca 204. i 173.5 OUTLET 0- _ CB \ IE 170.5 �'i '� 1$ �o �- Rim 2 575 Z ♦ 1 -RIM 187.20 00 $ I oa '�9 ' 'sb '�' LEA UTI I' __J CL 'Ib ? -- IN. STU � rn z oo �s Q 0 o 'o w Q � L 193.7 y' `f I fa ry Ntp S. o �\ \ ALJ Qopo 183.p? ` `\` ~1 LL_ C SPECIAL PROVISIONSco "SPECIAL PROFESSIONAL INSPEC11ONS REQUIRED BY UBC SECTION 7014 AND AS RECtEO BY THE SOILS ENGINEER SHAM NF. ' •�� \ / l -�`a I ��. 'ERFORMED. REPORTSRTS OFOF INSPECTIONS NSPECTIONS S14ALL BE PROVIDED TO THE BUILDING OFFICIAL ANY CHANGES TO THE PLANS, INCLUDING AUDIDRAINAGE AND DEWATERING MFASURF.S, SHALL CF REPORTED RTED AND SUBMITTED TO THE BUILDING OFFICIAL FOR APF RU'JAL." � '� � \ cblb "SPECIAL CONSIDERATION SHALL BE GIVEN TO TIIE USE OF NATIVE ELEVATION BASED ON WASHINGTON COUNTY 9ENCH MARK # 315 MATERIALS FOR NjFTSURAL TR INCLUDING SIGNIFICANT DRYING J MARKED: CAN SOT 1935 PERIODS BETYrfFN JETS, CONSTRUCTION OF BETWEEN 1970 ELEV. = 274.698 PLACEMENT OF FILL AND F"O()T1NG/SLAB PLACEMENT, ANC OTHER co DESCRIPTION: - RECOMMENDATIONS MADE BY THE SOILS ENGINEER.- BRASS \\ ` Q BRASS CAP SET ISN 12 INCH SQUAB'E CONCRETE POST AT T,E 'FROSION CONTROL OF THE FACES OF THE CUT AND FILL SLOPES SOU711WEST CORNER OF THE INTERSECTION OF S.W. '2nd AVENUE SHALL L HALL ED PUP.-ACE TO UBC SECTION 7013. ALL EROSION AND S.W. VILLA RIDGE WAY (OLD 99W; ON VEST EDGE OF \ t CONTROL SHALL BE IN ,'LACE P1710R TO THE OCCUPANCY OF ANY PAVEMENT RADIUS. p STRUCTURE ON TNF SI fE" ' *FINAL REPORTS 27 FFFT SOUTH OF CENTE1ILINE OF VILLA RIDGE WAY - -- - y_` \ I AND 'N0IIEICATION OF COMPLETION' SHALL BE 29 FEET WEST OF CENTERLINE OF 72nd AVENUE \ --- PROVIDED TO THE BUILDING OFFICIAL PURSUANT TO UBC SECTION 4 FEET EAST OF PCE POLE M 6968 "1975" J !; DAR TMOUfH ST., 7500 -y- SIT 93.0010 \ t--- __ PROJECT CUB-TIGARD NO. -2 1 1 --6-6-4 TYPE CONST. PIANS JUN 0 2 199 ' I . ICROFILMED III ! il� llli � il !I I I , I I V I I I II i �f i�I�IIIIIJI I I�I�III�IIIIII 1�1111111111 I1ii111#v'r, Ilill(IIfl1�INCNMAD["I CNtl1A M I lll!li!!! IIIIIIIIIIIIIillllllllll''ill Itunlllruhnllnn11I111111111111111 1111111111111iI1!IIIIIIIIIIIIIIIIIiIIIIIIIIIIIII,Innlnninllhl111!itIII nlnul�n r m. !I. - 50.00' VC O CJ 0 > + .J, 0 y Gym ` L' w PVI STA = 0+65 PVI ELEV = X32.,)6 1 I A.D. - 7.LE U K = 7.08 230 r�y IR 8. PVI STA = 3165 220 PVI ELEV = 203.88 a iv A.D. = --4.56 n K - 10.96 ,tis I I 220 �. A' c! - •- 50.00' VC o w PVI STA = '4+90 t� PVI ELEV = 197.63 ^� NO A.D. _ -4.20 \\ > K =- 11.89 HIGH POINT ELEV = 195.10 210 m "' 4„ '\ cri0 w I I PVI STA = 8+20 LOW POINT ELEV = 192.84 HIGH POINT STA = 11+35.03 ( } "I - 50.00' VC LOW POINT STA = 10+25.18 PVI STA = 11+.30 ' '.M cw PVI ELEV == 195,00 PVI STA = 10+40 PVI ELEV = 195.50 210 A.D. = 0.30 } �' K = 101.54 PVI ELEV = 192.60 A.D. = 5.52 FINISH GRADE ® A.D. -4 31 K = 10.87 CENTERLINE w w. 0 I 1 n \ + CIO 30.00' VC K = 13.91 I °' ,n v �" v r I I I 60.00' VC + - m 'r) °i r - 60.00' VC - w > N 0 god U-) u) pip Sin .poi EXISTING GROUND i•' a, } -t o ' 200 O CENTERLINE °0 p0cy) U r' + �t _+ ' > a) r `n ?' w w 111 o rn o > v w w _ > --J > 2Q0 �t > u, m w Lu U > > w 1J � -0.80 p m w 190 190 DRIVEWAY LOOP 'A' PROFILE M M i SCALE: 1 " = 40' H OR. ___ 1) � & 1 " - 5' VER t` _ n n .) x ad 180 r- ___ _ _ -_�_ g I II h 180 m M� o , z ----- l78.00 _--- _ DA MW t0 •- m N r� w try n� tUn �N of N 10D __..--_--_---- r� � tr p t!) cV t0 t\ �M ai !� r7 m N N N .- tT !. r to 04 to U O rn O) O CJ N N CJ q p O) a1 to u N t. ^ _- N I N • .- _ i I O a1 Q1 a1 a l0 • .. 6) _2 +00 1 +00 2+00 3+00 4+00 5+00 0+00 7+00 8+00 9+00 10+00 11 +00 12+00 - -- 13+00 �+-- 50.0�' VC I r� PVI STA = 21+25 a? 230 PVI ELEV = 214.74 A.D. - -2.95 N N N 230 K = 10.1" w I I 4 N u, 30.UO' VC ' r U w ii) o rte) 2..50% LLi d O + Lt) / - 2 20 + r7 U > / L� 220 PVI STA - 18+48 m ' PVI ELEV 200.89 �t PVI STA = 2+32.43 PVI ELEV 202.68 A.U. = -1,80 - �/ PV) STA = 2231,93 A.D. -= 3.49 �,•� K = 16.68 PVI FLEV = 2.23.24 K = 5.73 I I r n 30.00' VC FINISH GRADE ® i AK =-9 185 I 1 � J 20.00' VC CENTERLINE � tn 21 Q i LOW POINT ELEV = 193.49 LOW POINT STA = 0+45 ,,� co O w LJ - tO 6 21 Q PVI STA = 0+65 ,,� N w LOW POINT ELEV = 188.82 o �' pU% PVI ELEV = 193.49 �' CV nj O L w A.D. - -5,49 + cv N v LOW POINT STA = 14+41,78 0 cl 0 PVI STA = 14+50 "1 K = 7.2.9 �`' > > I� PVI ELEV = 188.15 Il.l I I lil w I,J }_ m W1 / 1 m w Q , A.D. - -5.50 - 40.00' VC In K = 18.19 /' - - 100.00' VG' ---- . .. ( �_ U` 200 - '� FINISH GRADE ® 01 W W - o a) +r) 00 CENTERLINE �` cn ` �, 200 2 0 0 _ _�__ J Lt_ a + II > �j _- 200 W < NN o ¢ m in co i ¢ > w w � Li_ J vi o U w _ to w iw , DRIVEWAY !_OOP '��' PROFILE `� EXISTING GROIAND _ m w w �' 0.i �J 0 CENTERLINE r'� U 195 195 ' - EXISTING GROUND � ° CEN,E REIN SCALE: 1 " 40' H 0 R. GkQ 190 _ . 1 �, U) 5 VER. 190 DATUM K1,EV in d fO 0 1+0' � rn rn 06 o rj l..l__ - O) O O 0+00 1 +00 2+00 � •1 8Q _-,✓ -- -r 180 DRIVEWAY 'B' PROFILE - M no rn r7 rn i _ 1i r a, - -- - - --- ------ �� - - O d � �n ir) o tri cr w pp at rn w O) r,j Uj t t\ tp CNN V �� `� SCALE: 1 " - 40' HOR, , r �--- • � � " - 5' VER R. , 15-F 00 16 +00 17+00 FROJ I CUB-71GARD 4+rnARTMoU� 18+00 19+00 20+00 21 +00 22+00 S 'CF97�tn _ N0. 2 1 1 0 0 4 -'--- ' - TYPE CONST. FLANS 00 JUN 0 2 1993 ICRORLMED �11' �I( 1:111IAR10CMj r'rnlllnl►ml!(n(111(hlnlllllllul►Il(m(Illlnntnnlm(mlliml(((II((III(u�Inlll(mIIIIIII,uhnl�illililnl�llnhnlm(IhIIIlnnln�i�ITllllnllnll(Imnll�l17 w�lli�nllnl unlnurlll�ll�im�ii�ilniilmllnii�unlmi Holm!�mhlll Ilnlnm�nll n I I; - - - A CATCH, BASIN ,. . 1s ;.�zr •,.;, �� „� I STORM TEE STA. 0+00 O STA. 0+10.51 "14} ! +---»--- J STA. 10+37.07 CLEANOUT RIM 197.9 STA.. IF 10+40.07- IE IN 195.98 �S) ti -- / IE IN 195.55 W) MH; POLLUTION CON L -' AN1i,i ~- '� -�"' �---• RIM 198.35 X r� � IE IN 195.07 E) ,I � d STA. 6+96.38 A' �a n IE OUT 195.0 - - - _ - - _ chi RIM 196.05� �l--- - �_. - � � - IE IN 188.6 _ - ---- __.�_ IE OUT 188.40CLE OUT 7+80.84 'A' I IE=189.38 -� - - S. W. BAYLO R C 1 HAND / "SD / 12"SD c -UD S'Nd - PLUG No n.''_ .��_ I tL51 / 12 IE 191.85 _ U PLACE 4' X 4' X 12 DEEP COBBLE 268.5 LF 12"SGP SDMH _9+64.86 A' ,, T RIP-RAP w i 6" - 12" COBBLES SL= 0.0097 _ RIM 197.3 :.o. 8b' SDN T -`r' ._r��_ Q rN UD TUd�PLUG �'O FIN 12" SCP �. "C' �' .HANC P - IE .N 191.4 (S $c E) cv 50\LF EANOUT T .FACE 0 ELEV 175.0± 5' X 5' X 12" IE UU? 191.20 - c �--, � __ .UTUf2 10 LF \ -T- 1 'r` _ / .19 .1 SL x.122 S1.�0.U2 \ STA. 0i 59 `\\ 1 �� N I DEl P COBBLE RIP--RAP wj6` - 12" COBBLES / c \ RIM 199,60 / IE OUT T 93.0 ` RETAINING WAI-L _ UDSn�-PLUG i IE 196.06 (THRU) x n, HAND I'-L4CE 5' X 5' X 12" DEEP COBBLE 39 LF 12" SDP 8Y oTNERs e" SDP �, 72 IE §a�ti - RIP-RAP A i THE OUTLET OF THE 30" CAP SL=O.U9'�2 ,4 -- / O _______-.-__-. - 15 LF O SL-0.01 0 z� �` CONC AD u) 4 IE 195.7 O END OF 5� " _ _ CONI„ PIPE - PLUG r� / U TEE 12 SIDP 50 LF SL0.01 _ RAMP AOE errr AK STORM DRAtltl-.STUB-PLUG-- �9 28 LF IE 201.0 - CH_ BRE o 4) CATCH BASIN !CIMS TO BE SET BY OR A*r - 8" SDP \ � � � �--��_ IE 20Y© o°s,DMt TriE DIRECTION OF THE BUILDING CONTRACTOR i 8" SC)P p IE 197.0 O END i IE 193.4 � ul d END OF PIPE - PLUG 86 LF SL=0.01 � o 8OF UQ STUA--PLUG w CO PIPE - PLUG IE 2�1 0 �.J SL=0.01 IE 193.96 ® END \CB FUTURE o I 17a LF SL=o.oz3o 6„`IU �- OF PIPE - PLUG RIM 195.5 `� J1 ��, F p ( CLEANOU i IE IN 193.1 (" c --- - - - STA. 5+34.89 CUB FOODS IF OUT 193.0 R ti A 3. ;I��' CB 12+20.64 'A' 54 LF -_ IE 196.0 rp, i RIM 196.35 SL=0.020 ,�, t �>ti Al R1M X03.4 FUTURE. cq -- o o `4� IE IN 2001 t. I .5 J (�} /� 5 5 S . F . HP __ L0_ IE OUT 199.98 )) 2.b. 5' R E TAIL C STORM TEE_ __ - -IE 201.11 O I STA. 5+31.89 --- -- 200 . O -IE 108. CONTI UE O SL-0. 5 - END OF PIPE PLUG IE 186.59 STORM CLEA_N_OUJ IE 197.2 1061 -- _ �� il) 7/ / u u STA. +13.33 38 ) �-- •--� � I CB O � , O END OF - 29, 89' - - - PIPE-PLUG 73' RIM 192.3 U o RIM 199.15 IE-138.8 (- ) 1 - o I Ln IE OU f 189.Q �� �v SDMH 4+87.53 A UD TEE--_.-� I L I u F _ 2 �1 O 3i.3 LF RIM 192.3------ 111--- / I J 8" SUP _ - ' IE IN 186.1 IE t9L04 / ova IE t 9D.7 �- -0 SL=0.0646 I --� �- IE OUT 185.88 O END OF PIPE - PLUG 6 O O` D 4 6 � F �8 uI 0 0 _ O I - /� 0 N� I w I W =z i `� > w aI pp N N I _30, z I !� N (I 30 LF � ayy N fes_ Ii_ 8' SDP ,p,• � u1 rI li_ LL SL-0.02 S 11' 4" U DERDRAINS (TYP.) I / I Q a UD STUB, SEE SU LDING I LAID O SL-0.005 'FLANS IE - 189.00 �. 17' r ; W •` � I IE 200.2 ----- O END OF PIPE - PLUG 4_UD_STUB PLUG n c\i 2.5' - ----- - IE 197.07 C�1 5' UD ME - / 8„LIC - IF=199.5 t I '• - ( - - Q N , 1 460 LF SL-0.035 T i OT UO TEE IE - 177.68 8"UU � SL-0-0 = -- - � 1 19� LF �L 0.0251 13 UD182 LF SL-0.0275 UD TEE 99 0 mI a)I /J r IF TEES'-IE TEE 6"UD I!' 199.9 I I� I 'T IE-190.11 IE�190.94 UD CROSS UD TEE UD TEF cv �! cv _ I � - IE 195.0 _TE 195.87 200.0 iE ce s r F F- Q Q Q W I; in IF IN 19.3.5 o \\ 1 I N IE OUT 194.0 I LL 9s o I Or a 5 lj ` I r > ml of ,II cr \ oU (� m m p Z SDMH 2+3854 'A'= SDMH 4+48.90 'B' RIM 200.0 STA. 0+00 8__ N N n in R'IM 192.0 o IE IN 194,67 (S, SE & E) w SDMH 2+82.83 'B' o IE OUT 194.47 0 IF IN 183.1 (N, W & E) RIM 108.$ In II ci I a IF OUT 182.93 RI IN 192.1 (N & E) 0000 11 39.4 F' - 283 LF IE OUT 191.90 166 LF 108 l_F I N 8" S P 12"3 S=0.036 lo's 1 SL= .1243 SL-0.0311 12"SD �\ SL-0.0143 CB ,3 RIM 203.7 0 3 12� ` / �" C\ I C -^ ) IE IN 198,8 - �+----�� \� /� ,\ IE OUT� ,56 \ OUTLET O 1 RI OU 188.0 \ IEA-IT 19 / I I S. W. CLINTON S T. IE I` ut 1Q IE OUT 197.1 �\ 30 LF 21" CAP f^Sd rn 15.5 LF \\ 1 0SL-0.004 c` 8 SDP 1 I \ 9 o SL=0.157 o c� INLET CB 7 RIM 188.2 n IE 1 4.5 SEE INLET DTL IE OUT 184.7 SHEET 11/12 29.5 LF 184.7/ SHEET J1 / '� B SDP 5Q� � ,, SL=0.343 CLEANOUT-STA 8+19.5 '8' j R1 TO CL \ \ SDM _0+53.39 'A' ' l \ RIK, 188.92 __''. � �---- �� � � - 1 �s IE I 174.6 (NW & SE) CB IE-197 GP i - Sand \ Gj IE 0 T 171.70 RIM 204.40 cl� CB �:' /2 or 6(' ADS Drolnquoid IF OUT 200.9 RIM 205.75` B'r DP 1 I min. (1'eblble`I eped,lope Q OUTLET 0+00 'A' -- _-y� 10 LF / p p / min. 0.570 to drain \ IE -� "'� 8" SDP IE OUT 202.4 10 1 - (J CB SL=0.389 0 _ I 12" --- RIM- 187.20 _- _ -` -` �.: m-r- , n \0 24"S SDP - IE OUT 183.7 6+59 80'✓B' ~STA 6+85.54 'Bt - - V J 74 LF 5 SDP 0,1232 \ � UIV�ER RA FRENCH ORAIN DETAIL p LL- \\ SL=0.015 \RIM 205.38 STORM DRAIN STUB ORAIT3TUB_ Pt 0 IE z s. n t- w (� O NOT TO SCALE � \\ \\��\�� `\ ♦ ♦ _- I �` `1 � � � IE 198.0 -- PLUG END Q�. � T C� `♦ \ CY: 4 � 0 LLI X ♦ -..�"^.�.� - _ �`' .� -'�..` �` ��;.� -- CB STA. 0+63, 26'LT DRIVE'. 'B' I 1n _�\ _ ` �``� ` RIM 92.93 I L `� ♦ `` "_' �'--_.,`` .` .� ,� --� IE IN 189.50 r� ;; �- �,` IE OUT 190.00 p ��♦�=� ` _ O -- _ � ♦ '\�-� STUB OUT 12" SDP ® 2% TO ROW Ut F- -1 0 ` I �, I -=- .`` _.� pT ��_ ♦ _ � CB STA. U+64,-�8' RT._RIVE '0' � o ♦� �. ` !M ` - r r RIM 193. 2 �, I - ^_- IE OU, 190.00 ) , _ ,�`♦! - " 12 SD 50 LF SL-0.01 I ROPO S \� I C) Q) i DARTFL41 7500 SIT 43-OOtu - -------- !^ PROJECT CUB-TIGARD 8 Or" 12 i INO. 2 1 1 0 0 4 TYPF CONS1. PLANS JUN 0 2 1993 MICRORLMED �ll�i�l�ll�;l�l i�l�i�il�lill I IIIII�IIillll I �llllll�llllll �Illlll�lltli il�li�lll�ill illlil��il�l! 1 X111111111111 illlillllllll I �lll�l��ll�lll� 9111111111111IN l�l�lll�Jill INCH, MAD[N 01NA I�:II Illinlllilil IIII!iIII iIIInIII�lillln unIIIII nnllln Itnhul nIIIIIuIIIIIInnIInIInIIinIIIIIIIIIIIIIInI�Inllnnllulllnl�IiIIInII llnl�nnlnnllnlllll- iillilnllnllnn nnlnnlnnlnnllln111114 lclmnhnl►nnlnllmnhnitllnlnllmnllnll II . .a.�,. ..:�au.'w�, r; 1 , o, I ,.`. 1 Mill' "i, ~- INSTALL FIRE H YDRANT ASSEMBLY I ---- CONNECT 1-1/2" IRRIGATION SERVICE TO CUEI `-' 4 INSTALL 1" CONDUIT w/FIRE LINES TO � 1 FOODS BUILDING LINE AND CAP FOR ~``"'�'- INSTALL POST INDICATING VALVE w/TAMPER SUPPLY POWER TO TAMPER SWITCHES I /I LANDSCA�'E CONNECTIONS. SWI1(:H�S IN 506 UTILITY VAULT --- __.--_ 2" BUILDING SERVICE ' r-- INSTALL 3-2" & 2--1" BUILDING SERVICES. PLACE INSTALI. 8" MJ x 8" MJ TEE - `� - INSTALL FIRE �'"'�"'- H RANT ASSEMBLY METER BOXES AT PROPERTY LINE. SEE - INSTALL MJ I C U� LANDSCAPE PLAN FOR IRRIGATION LAYOUT. 1 -- -�___xQ=.MJ TEE _ _i I J W BAYLOR ST. INSTALL 8" M J ,- 2" BUILDING SERVICE - -_ 90' BEND PLUG END LOCATE EXISTING 1 12" WATER PIPE. -`- -`' �� 8" FIRIE 5 - 2" BUILDING SERVICES l 1 I `,� �, J ' - CONNECT WITH 12" x 8" �J REDUCER B" FIRE SERVICE � LINE -- - --- -` -""' --- � � o Sc 8" DIP. �\ INS-TA L 6" MJ f REidOVE OLD 12" PLUG END -� 010, � 4 WA LINT' x 8" J TEE --- -- INSTALL POST INDICATNG VALVE w/TAMPS �� a CONC. PAD 6" FIRE SWIT(,HES IN 506 UTILITY VAULT if 1 _ PLUG END N 8" C IP FIRE LINE �/" _ u� CONC. PAD SERVICE _-_ •. � - _�.__-� t �� � / ---__ RAMP PLUG END 3 LABEL THESE TWO VAULTS VERY CLEARLY f + I INSTALL 8" FIRE LINE DOUBLE CHECK DETECTOR / 2 - 2" BUILDING TO INDICATE WHICH BUILDING THEY SERVICE. + gf' ASSEMBLY WITH 5106-LA UTILITY VAULT AIVp / _I INSTALL 8" BILCO JD-3Al_ GOOK SERVICES -� ! PLUG ENDS \ MJ 90' BEND -� CO^!C. j h o 4.75' GRAIN VAULT TO SAND \ PAD UQ Eo �� Q � I CONC. Ito INSTALL 2-$' MJ RIGHT OF WAY / � . __ ! 2" L'-DG SERVICE-�- \� PAD 90' BENDS - - / �-. PLUG END \ 8" DIP FIRE LINE c0 i 9 4c E F12: I -__ _ RETAIL " C „ oo . o F . CONNECTION , r GAS SERVICE 38 ) 42 7 C . F CN N E C TI O N AREA DETAIL - E_� � T �� ?� �-•FIRE HYDIANT TO BE RELOCATED m �� L F O w/ 72nd (AVENUE IMPROVMENTS - ' S i -- - - jREMOVE EXISTING 12" WATER LINE. TVWD TO SEE CONNECTION REMOVE PRESSURE REDUCING VALVES AND JAULT, O (J 25 , 4. 16 ,J � F. it REUSE FIRE HYDRANT ASSEMBLE IF EFFICIENT. AREA DETAIL FE = 204 . 0 W o N in a INSTALL 2 - B' MJ .PRAY WATER BLDG SERVICE (CAPPED) II II 90' BENDS Z I a BLDGy2 SOEORVICE (r APPED) �` IE 191.50 �- BLDG. SERVICE (CAPPED) Lll IE ►� � -IE 191 24 - BLDG SERVICE {CAPPED > a BLDG -SERVICE ICAPPED) IE 195.00 -SIE 19112 _- - 5' TYP.--- - 8t' �= ,BLDG, cERVICE�CAPPED� BLDG_. S'f.RVICE (CAPPED) Q - - i IE 199.02 G Mn --- ---..__ ALL SER 82, IE 191.48 I Z I I - ----�_ f INSTALL 6" MJ \� `n � 90' BEND -- _ 45 LF UD 61 LF �� cn 6" W o SL-0.02 49 LF O SL-0.04 INSTALL 6" MJ x o SL=0.0382 -58 LF 6" MJ REDUCER 58 LF o SL-0,04 ` - o sL•ao1 se LF I t t I. INSTALL 8" MJ I M 50 LF - O SL-0,04 I' / o SL-0.04, 8,. W 90' BEND f / �---�� I I F- INSTALL FIRE - / I 6"SS 202 Lf C� I II Ir Z // 6 SS J I a a a w a HYDRANT ASSEMBLY CLEANOUT / R M 200 2 5L=0.040 �- INSTALL FIRE HYDRANT ASSEMBLY b o c� Lr J I I o 3 STA. 1+19.72 �`CI.EANOUT _ I w RIM 199.1 IE IN 188,8 \ 1000 GALLON SANITARY TSE STA. 2+02.52 I 1 til YI 1 CLEANOUT IE OUT 188.5 STA. 1+65..50 $ { 1 Q Q W °! g 5 SANITARY TEE , GREASE_ TRAP IE 195 42 RIM 205.27 �I r �I `u STA. Oto7.04 STA. U+06.5 STA. 1+16.72 RIM 198.80 I CLEANOUT ,ry I m IE 191.10 IE OUT 189.50 \$ANITARY TEE / IN IN 189.58 STA. 1+69.27 STA. 1++99.46 z W V 1000 GAL. GREASE TRAP SANITARY TEE RIM 204.54 IE . 1+9 I C� a o APPROX. STA. 0+96 STA. 0+84.37 , CLEANOUT Icn IE 189.64 `'' I I APPROX. IE OUT 189.76 � STA. 0+18.04 I IE IN SHALL BE 0.083 HIGHER RIM 201.5 SANITARY TEE \ \ \ I II E a 89.40.04 I G. J , I S. W. CLINTON ST. � � I ao v \ r cf- 1 L__ \ - _ C�D d Ld o C SSMHRIM 195 I rn rn U IE IN '6.6 `'1 0 , o� Li.l Ilk IE OUT 8186r4 I " Q 0 B WATERMAIN f C� _T cif POST INDICATING VAL\T: � � 0 W� 75.31 LF --- U SL-0.0225 FIRE DEPT. CNECK VALVE w Z co '� �'���, s` �- __�� -��_� CONNECTION 506 UTILITY VAULT I � ` '�• _ �! Coq ' I I L.LJ W U) EDGE OF EXIST, ((��/' Q M PAVEMENT POU BALL DRIP do - - I I I CHECK VALVE Q` SES TO BUILrJING �. �► FIRE DEPARTMENT I 0 CONNECTION DETAIL T I L-- -��� 8 SSODI I �+ T F .• Ex(ST WATER I 1,1 (\ DARTMOUTH ST., 7500 SIT 93-0010 70F12 w PROJECT CUB-TIGARD NG. S. 1 1 - 0 0 4 JUN 0 21993 ----_ rY C CONST. PLANS ! ! III ► 1 MICRORUMED I i► { I11111111► IIIIIIIIIIIII I Illilll�lllili ILjlll►�+I��I I �I�IlI��IIII� Iiillltl!III1I,II�111111��1111 ►'lllllll��l�l! �Illlll�l;lllli I �III►IIIIII;� �IIIIII�IIII� _ INCH MIIUF �� G111NA 1 NIII(III Illlillll IIIIIIIII{(lilt' !IIIIIIIIII !III�IIII IIII�IIlI lllllllll 11111 II I I' ! I��, �T���--�� 5�5 , I I 1 JI nlhn!!llnllll11111lIIJNIIIIIIIIIIIIIIIIINIIILIIIIIIIIIIIIIIIIi!'illlill(IIlIII!Illllilllllllill',illlllllllllllllllllllHlllhiil!!Ill ,'"1�!IIIIIIIIIIIIIIilllllllllii!nlllll 111111111 NIIIIIIII Il z, t Wmw tom, I WM—; Cryo _-_ u 1P i 10 <Xj7ZDSD T - ----- S. W. BAYLOR ST. T z"SD 0,909 CONC AI 20 r/ 0 I CONC, CUB FO 0 D SCONC. 79 PAD 1 � PAD 9455 S . F . ,� ," -- _ RETAIL C F. 200 . 0 ,� -ISj .4 : F . E Il _ 3 F [ - 2 0 8 . 0 p l l F0 574 ' 6 I _ (A ' I 0 CD _ F __ ? 410 z I LLJ Q L_. I Ca - - --- ---- I C`J o _- I c� N - i ur) _ _ -- 6" W w I' V7 rn rn' rn -- r7 r7 ! I ^ \ 8" W I - 1 - f 6"SS - L..._--- �_ I 6"SS I n n n M v II I V O g 3� i alQ �l � s < H II D o z r- i a Lw�' ? c' w ri �j CY W U O d a I - o a a (n G) t 12"SD s S. W. CLINTON ST. s% J in o I 1 X C_�__ q C _3 I \ ` I. , C�_� c d CL �\ PLAN VIEW --- o -_ -. A (SECTION A BELOW) � r� o > CD Lai z ch DISCHARGE - CONNECT o O 0 TO UNDERDRAIN SYS-ItM cy w ` �. �•`_ ' �_. __ EXCAVATE TO �____ - ------ - I O FULLY DEVELOP SOLID PIPELJ Ii L7 SPRING AREA ` ♦� \ �` ^`r` `` `` ��.� r may_.�.a/ i j rY< ----- --- PERFORATED DRAIN PIPE w/END CAP -- SLOPE TO DRAIN < SECTION A ul FILTER FA9RICLFILL I U) V ,+ (AS IREQ D ) ( L .2 _Lj S, ✓V ^ -�`'�-``'�►'`� _ / DRAIN GRAVEL I tLPAlrtilElGE Cf Xf�1' v • �• 1/� �_-���` SLOPE SUBGRADE TO PIPE `- TMO[ i J �,.``a " / 12" MIN PERFORATED DRAIN 'PIPE I U l�J ! / ST `` �1 t. FILTER FABRIC TO BE AMOCO 4545 OR EQUAL. (I k. PERFORATED DRAIN PIPE TYPE TO BE CONSISTENT WITH OVERBURDEN LOADS. W 1 DRAIN GRAVEL TO BE CLEAN WASHED GRAVEL OF UNIFORM SIZE SUCH THAT GRAVFI. �R�R0 , SIZE IS SLIGHTLY LARGER THAN PIPE PERFORATIC14S AND WILL BE PRECLUDED FROM ENTERING PIPE (TYPICALLY 3/4" - 1-1/2') - SPRING CATCHMENT DETAIL Li I 00 "-) J. gI�RTm()(JTH STPROJECT CUB-TIGARD y()F 1>nto 75pp N0. 2 1 1 - 0 0 4 TYPE CONST. PLANS JUN 0 21991 MICROFILMED I�Ill�l�lllllil 11111111111 I !1111{!1!1111 I IIIIIIIIIIIJill Illlil!Illlll 1111111111111 1 I;Illll�lllll Illl!ll�llill ( llilllillllll !;I��ll�illllll I Illll�lllllli Ilillll�llill INC"J,MADE IM CHiMA �!!In,llnnln!!n!!Inuln!!Innh!nlm!n!!In!I nnlnl!n!Illn!I!nhl!IIII!IhII!I!n!hn!Innlnnl!!!!lul!Inl!hlnlin!I!nill!!!Infill!!nl!n!I!n!Innlnnlnul!n!In!!nnllnl I!nhn!Innh!nlnnlnuln!!Innl!!nlnn nulnn nulnmunhminnlnnl�n a 1 PIT i RETAINING WALL CURVE _ & TANGENT DATA u ALIGNMENT DATA IS FOR THE TOP FACE OF BLOCKS. � o IBE BOTTOM OF WALL 'Wll_L 8E OFFSET APPROPRIATELY (4) FOR BATTER AND HEIGTH. NE DIRECTION _ A '- -NJ1 43 56 ISTANCE S. ` o -�- r 6' 8X1200 CLuurilu -- 122,9; / } - _- S57'4��'i8'E C - �SOl'43'5G'W _ 31.43 _6' UX1400 GtUk,RIU - - 6 UX140J GEOGRID o a �'' • _ _ S73.25'52E_ _ ____ -_8,84 `I' 4.5" 8X1200 GEOGRID ' 5'4° MAX, 0,09 'r 'ra- E N?8'GB'U2'E �_- _ - --:�_-•�. a'8" Mnx - _ 4.5' P,X12L10 GEOGRID _12 34 34" �0. � _-� N01'43'56'Ex73,64 ( i 6' UX1400 GEOGRID �e" I 6' UX1400_GEOGRIU 8. G _- 357'49'12-'E� - -_ 42,69- "'-- -- f i I -- -_.-�. z CONC. PAr� - H -- -- S1 5 56 W _--- --- 31.43 I �� "�<- - --- W a a / I '- S15'S9'07'W _ 34.41 - - --- --- S74.00'S3'E L ___57.49 �-` 4 V_.88'16'04'E_�- 69.30 0 r� L- N0.1'43'S6'E -276.1e WALL1 T'YPICA� SECTION WALL #2 TYPICAL SECTION E� o J N NO1 2E �4 E - _..__.----- _ . _4 -_- I STATION 0+25t - 3+OOt STATION 6+25f 8+751 - -_ ----- -.. _ -�'�---_.-_.__._.�___ JU�_VE � RA�L �E�TH46,752.25 48'59 59'33`08•45.00 _.-2`3.13 59.33'08'9:Oa _75'09'48' 6.2' UX1400 GEOGRID .00 116; 15-- _ <'46'35' w t�� vn �T34.00 - Y-3638 ___ -59.33'08• �34,00 _35.34 59'33'08' 6.2' UX140�GEOGRiD.00 ! 80' 00• RETAINING is 0+ l 4�5' 8X1200 GEOGRID 24.00 _ --- 37.70 90.00'00' 6' -Y I 0X1400 GEOGRID 25,00 39.27 90.0'00• WALL #5 PC.0+sa.ee 20.00 9.49- 27.10'52' } r-__-�'--- 12'8" MAX 6.2' 0X1400 GEOGRID- - ~--a - 20.0 9,49 _ 27.10'52• ' 1 1 6' 0X1400 GEOGRID I rt. 0+1x.71 1 / __ y_•_-� 10,00 _^- 15.71 90'00'00' r - 9'4" MAX WALL HEIGTH - 7 4 OR MORE 4.5' BX1200 GEOGRID - R E TA I N I __._._-- _ 10.0 _ -1x.71 _ _go 00,00, I 9-4- o UX1500 GEOGRID 6.2'_UXt400 GEOGRID WALL # _ _ _ LTJ 1 5'4" 6' l�7 1'4" 4.5' 8X_1200 GEOGRID I- 6'.UX1400 GEOGRID 1 3'4" I 3'4" ry z I j 6.2' UX1400 GEOGRID - 8" `• L4j + _ W Q }--- • ALL HEIGHT CHART ' I I WALL 2 TYPICAL SECTION ECTION WALL #2 TYPICAL SECTION ----�.- _ WALL #1 WALL #5 I z I STATION 5+85± - 6t25t � � < STATION TOP OF WALL ELEV. BOTTOM OF WALT ELEV, ST1 TION TOP OF WALL ELEV, STATIONS O+OOt - 0+8�t n LJu1 \� 0+00 - '- BOTTOMOF WALL ELEV, CV +` - ___ - 230,7 --- - ____--.._._.. .. , 2 �Ot 3+75t ` _ --.._.._..- 178.3 1_76,3 .---- - --- �. I - �•� 25 181.0^ 1 6.3 �+�U 2;=8,7 PT 441 .66 � ! � 4+75t 5+85f -� 230.7 01 �;,'� • z 0+50 _ 181.0 1 --- 2L 176,3_ 2+75 _ 181,0 '- 176,3 0+38 � ?30,7 --_----223._:3 3+00 .- 181.0 -- __04.49.6 230.7 228,7_ t 1 M M B . P rn rn _.-�. 177.0 -- ---_- __ .c. �N•,�� _ r _ 31 1 7.2' UX1400 GEOGRID rn LTaI ! 1 3+25- 181.0_ 178,3 -. --- o I i ` 3+37 - 181.0 179.7 . _ 10 I In rn in J I r ! 7.2' 0X1400 GEOGRID 0 4 � J WALL #2 __� I I - _ ____ _._. --_ 4.5' 8X1200 GEOGRID t 9 STATION TDP OF WALL ELEV, BOTTOM OF WALL ELEV, I w µ- g ; S __. a 0+00 196,0 �2' BELOW EX, GND. RETAINING ' I _ ,. I► 0+75 _195.3 7.2' 0X1400 GEOGRID r ' m 'c'5 2 BELOW EX, GND. 15'4" MAX - -- - m M a 194,0 2' BEL❑W EX. GND, WALL #4 _ I I 4.5' BX1200 GEOGRID ui �� 180.0 I uj- \' 2+37.67 _-__._ 191.3 --y_ 18_0.0 0 I I1 I f 7.2' UX14n0 GEOGRID t1•a. r, 5 N F \ 3+00 191.3 _ WALL QUANTITIES f I _ ___. . ___ . __ --- ' I N 179,3 f. 3+50 -191.3 __ 178,7 1 7.2' UX1400 GFOGRIU _ 9' \ 4+Q0 192.0 _ _ __178,0 WALL. #1 1470 S.F. ,A __ -_ L 4.5' 8X1200 ,I'OGRID �' 5'4" � 4+Sp 192.0 -� 178.7 � - C\ 5+00 191.3 -178.7 WALL #2 8800 S.F. . --- --- 3'4" +� 00 / 5+5Q 190.0 7.2' UX1500 UEOGRID 6• \\ 5+75- -� 178.7 WALL #3 460 S.F. - -- - - - - -----� I �, �• _ _ .9010 178.7 WALL 4 - ( - - _ _C__ - w�,�� � �J 6+00 169,3 # 2600 S.r• - 180.7 / 6+25 188.7 - WALL 5 S 1 0 183.3 300 �- # S.F. t o - � I 6+50 ..._._188.7 183.3 - - _ _ - 7+00 _188.0 183.3 -1 S, ' WALL #2 TYPICAL SECTION / I +5 -- -- - TOT 13 6 3 F. _. -188.0 _ AL 0 S, STATIONS 0+85t 2120± Al 9� 8+00 -- - _,_-___ 183.3 - _ _ 188.0 -183,3 3+75t - 4+75: 8+50 _ 188.0 - -_ _ 183.3 I 8+75 _ 8+85 188.0 --_`___ 186.7 00 - 00 c WALL #3 I PC-�.+ F' y�+I,,a1 STATION TOP OF WALT_ ELEV. BOTTOM OF WALL ELEV. �5 0200 -- _ 1 6' UX1400 GEOGRID 199_3 __ 198.-�� ,6 - -- --- 6' 0X1400 :EOGRID - s'a" MAX ("1 0+25 - 199.3 195,3 T 4'8" MAX 4.5' BX1200 GEOGRID I 4.5 9X1200 GEGGRID ,�„ 0+75 -2 0.0 195.3 • Pt , , b7 6'•UX1400 GEOGRID_---t e.. 3.4.. 6' U 4 g" 3'4" RETAINING 1 ' _ X1 00 GEOGr<rD,� , : l 1+29.6 200.0 ---- -__ ' 198.7 -' _..._____ -- - -- - K4` s WALL #1 - - .�- __ --{_ Q I J • �\8 � WALL #4 --- r C� srAnaN TOP LIF WALL ELEV,-_ -_ BOTTOM OF WALT_ ELEV, I WALL 3 TYPICAL SECTION WALL #4 TYPICAL SECT10N C'-00 - - STATION 0+25t - 1+003 STATION 04-601 - 1+70f tie±ze.n _�_ 216,0 215 3 C�,,' Pr.. 2+3 a' 0+50 220.0 216.0 0+75 222,0 217.3 Y 1 "-J %9 0+80 --_ 222,0 218.0 - - '- Yom' -"�'3± _ Pc. e+sae 222.0 - 217.3 / ___•-___ � rn z �• C� 1+5•i 222.0 -- 216.7 / -- Q 0 �_-- 2+00 _ 0 r LLl --,� 222.E --_ 214.7 _ 9.2' 0X1400 GEOGRID O1 cf) 2+40 221.3 213.3 _.__ --'--- '�` 3+00 - F:c0,7 -212.0 4.5' 8X1200 GEOGRID _ 3+20 221.7 - `.' z � --- 011.3 ( 9.2'• UX1400 GEOGRID - '�..-`_'�..` ,•,�„` `',--.. _ 3+94 22G 0 212,0 _ - - - _ [Y `- ��'- 168 4+13 _ _ 216.0 �14J -_ - 9'4 4.5' 9X1200 GEOGRID - `-` 9.2' UX1400 GEOGRID _� e n 0 GEOGRID (-- 9.2' UX140 f e" ?6" w - 11 ILL 190 1'R r� /-� / =-` .o L1 I _WALL #4 TYPICAL SECTION �' } ��Jv Ty / RETAINING STATION 2+00f - 4+00f WALL 3 G �� j'PRoP Os�v 7 0�' t� 1 0 3' TO 6' UX1500 GFOGRID i - 7'4" MAX 3' TO 6' UX1500 GEOGRID 3' 70 6_ 0X1500_ GEOGRID WALL #5 TYPICAL SECTION STATION O+IOt-- m-40f I•- ui DARTMO Ut H ST., 7500 � w SIT 93-0010 9 OF 12 _ PROJECT C'!8-TIGARD NO. 211 - 004 -� TYPE CONST. PLANS J JUN 0 u I9°3 MICROFILMED IIIIIIIIII11111 111IIIIII,III I IJIJiJIj1JIJI I IIIIII11111111 11111}11 11111 I I�1�IJII1J1�1 I I�I�I�I'i�l�! I I�IJI�I�I�I�I 11�l�l�lll�l�l 1 i�lll�lll�1�1�1 I I�I�I+I�I�I�I I�I�I�I�I�I�I 4 __INCH MADS[711� - .........jr r Itll II I Illlhln InIIIIIInIIIIIIIII�nIInIIUIIhIIi IIIIIIIII IIIIIIIIi IIIIIuIIlinllullllulllnlllnlllllllnllllililllulllllllnnlnlllnlhlnllnllllllllnllllllllllllllnlllllilln nIIIInIIInIhIIIIInIInIIIIInhlnllnllnlllnlllnl111nIIIni Inllilntllllllinllnllnlllnll r i y TF: - 1- I . - - r tl xY Y l e / / ! i` .5' SANITARY SEWER EASEMENT < CITY OF TIGARD C L S 24'5406" W 316.34 I '+t SCALE, 1 el 4'C, o� i \I \ C '. — r i C� I !� / � _ U"Filt1 fabric or w1r!al ng wide rale. Dee Ataplee or wire rings to ottocn 2• by 2' by t� go. wire fabric wire. �' K. / --- T frbrlC W sQUIV. �'•� t:iJr �:T; `J � '� �+ i � � ! \`ten � V C IJ B FOODS1 1 _• x , 455 h, .• woe pwls, .lwldor a fence Posts. t dtemob ,Teel ` ` /l NOTE. BURY BOTTOM OF FILTER MAttiR,& _ i , RETA, IL INa' ar tz• TRENt'�t � - .�_ � � . n F. w fabric � � Mre if--------- lab to ata Io I r t l� \' 3 8 6 �J I fD Z•_o. CP \ V . F . 9"hk ( � 1.7:1RESAIL Q � ►— _ — �/ J — 0 j - w - -- [_ 24 , 9 0 . F . t SEDIMENT FENCE DETAILS + �_ LLJ FIGURE 3-2 204 . + , � r � 1 Lj \ C f — 25'\WETLAND MITIGATION LINE _ oI vii z v, \ C ) L& m mcr- z r Ijj I w QU ! 1 I f 11 I 1 `, ', i I j Q 25" WE�'I.AND MITIGATION LINE I i + I � a is � U _ [� a to N WETLAND NQ GR�IDIAIG "P OCCUR IN+TFt .lrY€ VX ! /i• }' PPREAS U1y7Tt k€G�RED.PEFtFA TS. CBT�tt4�E3-fROM THE DIVISIGN OF` LAN[�5.., \ \ 1 CLINTON ST. IDEN G 721)1 AVE. + Q TEMPORARYGRA �•.. r I ) �__ C I \-!' (��'•./ I i CUNSIRUCThN E ANC i CL ti ♦ I - -- .� I - I J ` , C + 0 / , / I•/ WATER QUALITY I�=SND � l+ ! r — � i - � ----, ! ! ♦ / r ` \ C '_____-� 1 (- "� �- 1 TF--.MPOFrr,^Y GRAVEL CONSTRUCTION (n 1 tNTRANCE TO'1 �� ' / r �� i, I �•__�__� \ /__.. REQUIRED FOR S.W. 72nd ED IF Q O (AVENUE WIDENING -�— '� ---4— x) r \ O m Q w \ \• t , r \ ♦ I.�I Q O ` \ , �� GRADE INTERIM INTERCEPTOR SW LE ER I I Swale or Ditch v �`�`'' i ! `I �1� _� r DETAIL THIS SHEET. CONFGP'4 0 E IST1N S OPE. ( � � I - EROSION CONTROL NOTES � B.p,id r,a or Strc,, r� 6. THE ESC FACILITIES SHALL BE IrISPECTED DAILY BY THE V` I ____4__- APPL.lCANT/CONTRACTpR AND MAINTAINED AS NECESSARY TO ENSURE 12' on CenterCONTRACTOR SHALL INSTALL AND MAINTAIN EROSION /SEDIMENTATION THE( S I .... \ � 1 ' 11 CONTROL n Rlr � R CONTINUED FUNCTIONING. OURING CONSTRUCTION PER THE EROSION CONTROL TECHNICAL - ♦ `� O�,QT t� GUIDANCE HANDBOOK (ECRB) DATED JANUARY ON THE MINIMUM 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE (NSP I� r _. ' ` l'V/� � 1 EROSION/SEDIMENTATION CONTROL MEASURES SHALL BE AS FOLLOWS: MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN ETHER AND 0 ` � � FOLLOWING A STORM EVENT. 48 HOURS �d'• --.. NOTES: r l �— � � • Embed Hales 4 to e Inches in ground '�� '- ( �'� � 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE 8, AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED T 1 7rive Stakes Minimum of 12" Into DESIGN ( E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTURS, U Ground Surfoee. ` ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND MM PLArI P,a a Aecoo t'O`nt CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) CONVEYANCE LINES SHALL BEC W LEANED PRIOR TO PAVING, THE 4QPraxed �r So' y� 3. THF. IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO �' `• Pegs F � � i �r Y! Y n\���--, MAIN THE DOWNSTREAM SYSTEM. MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC U g ach Bale FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL 9. STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT . / Com" Radius 25' Mln. .� ,• EXIST. GROUND ---- CONSTRUCTION IS COMPt-EYED AND APPROVED AND VEGETATION Clean Pit Run or "-- Minus Gravel" 18* Mir LANDSCAPING IS ESTABLISHED. / THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION Subgrade Reinforced 1= Rur off Water with - -1 I;rovdl(12" Min. Depth) OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE • Geotextile, an Re ulred 8•Mln 1 Sediment "' - 4. THE ESC FACILLFIES SHOWN ON THIS P THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE r'. q Depth 1 ! Provide Full Width ar Y ", LAN MUST BE CONSTRUCTED IN I Overlap edges Ingreee/Fgrees area* J. '` CONJUNCTION WITH ALL. CLEARING AND GRADING ACTIVITIES, AND IN Sle Seth Sediment N7ro Moth with 0.5' MIN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN 10. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED F9tered Fater Fabric WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE Straw Hale Sediment Barriers + 2Q' ti!In. for S!rgle Family and Duplex Residential �Watnr on lop � UNTIL PAVEMENTS RF APPLICABLE WATER STANDARDS. SURFACES ARE COMPLETEC) AND/OR VEGETATION In Ditches or Swoles P IS REESTABLISHED. STRAW HALE SEDIMENT BARRIER F t 5. THE ESC FACILITIES SHOWN 014 THI': PLAN ARE THE MINIMUM t1. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED A` RAPIDLY TEMPORARY GRAVEL CONSTF,UCTIOIN ENTRANCE REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE AS POSSIBLE. r^ FIGURE 3-38 GRAVEL fit: WIRE MESH IVLET BARRIER INTERCEPTOR SWALE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BL UPGRADED AS FIGURE 3-1 A F SURE 3-7C —' NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT 12. SEEDING, MULCHING AND REVEGETATIONPERFORMED AND SEDIMENT—LADEN WATER DO NOT LEAVE THE SITE. SHALL BE F ENSTRUCT A5 SOON DARTMOUTH ST., 7500 AS GRADING IS COMPLETED FOR EACH PHASE OF CONSTRUCTION. SIT 93 0010 _ 13, HAY BALES MAY BE NEEDED TO REDUCE VELOC'y OF RUNOFF' IF SHEET PROJECT CIJB-11GARD to of 12 FLOWS BECOME CHANNELLED. ADDITIONAL LA', S OF SEDIMDENT FFNCE SHALL BE CONSTRUCTED NEAR THE OUTLET OF THE THRES N0. 2 1 1 — 0 0 4 E AREAS. TYPE CONST. PLANS ' JUN 0 21993 MICRORLMED L�I�I�IIIII�I� �IIIIIII)III I IIIJIII�IIIII I !IIIIII�IIII►I 1��IIII�IIIII 1 IIIII1IIIIIII II1�1IIIi�III ► I�III�I�I�I�! I I�IIiII�►II�I I IIIIIIII(II�II( I II!II�I�IIIII III�I�I�IIIII y�._tfc" MADE W IIII�IIIIIIIIIIIHI 1111�I111111111111111111�,LIiillllllil IIIIIIIII! illll I ! Z4 Z1111 I Il(III all Ilnllllll II[IILII NIIIIIIIIIIIIIIIIIIIIiI IIIIIIIIIIIlI IIIIIIIIIInnIIIIIInIIII�IIIIIIIhIIIIIIIIh!lIIIIIIIIIII�IIIIIiIIIIIIIIIIIIIIIIIIhlnlllls!Inllnllhnl IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�II i t F f av"IIQIIARE MR U / A A • /°❑ ❑E] .° ___F_ O° ❑C) postal CART 1ROr-- F•Art • covtR ),^ � �� � ,-rart•rlRrr rlrt nwR �Iis=•.. �` � „i FINIlN RRADN. �- R 1.Ca1rJIRIt�Wv(XJIl1'iSSNE St•SAIOTI/rc.NOD Ila i[aV` - 3.II�AR ARTY A4U fTf1AOR s0 •r- i rLllfii�t AtTM 1.ME WAD!Y �j'F•! . 1. TIN. OIDWMA -310{o$ULOMCOGS K y , , --1 C�13.,"•'r^� AM C+w 1NaaE ot"oucr UA"OU&N / LQNDI 0 AM UMMWICARO•IS XAET L01414IFTE b i~-�O" -� __ _ -�_��"- !• • i. '-STANDARD WN"KE I utunlypicfuw MIN 0 1AAOE RIND I I C4jMWA7WPMM7DS7A 11 PCWS U __^-•-- - - OC.�-`".. '.".JS E Aa r(X/AN MRIItR rRE011D STARTL►OJ'fY1TrJ/ ►Pg7'••11 • 14• ASS '+., 1..:C•TIIA{,•IOR 10 RIIKY A NNti Au AL:Purr.Q{SAMI'LWO E_:. 1 • 5�TlON B-B �• t•D• b ' Z 4• M„x IE I• L31U Ss sORAraYTO1d•r.RACKWARAWAu.MC♦IaDEDRr 4 -� 6 .O;o >�,•r r•Rnv10E 1/a"t roR A Tyrrn iPARArILDfRMNR o IL LL -�� O v e 0 •pp MINIWIN Of °' AROUND ii ! I [:)Oj -===_- - -- __- ________ -„e ---i ,� ;• °.:ANaT GREASE INTERCEPTOR <Mlor t,N•..,w \ �w n"i�eT'•'wewM-!wt i�.II..,.l �r SECTION A-A !nen a I I 1 4 bl \ --' •---- �•o o, OLP 1 � I I � c�o < ---- - - C/0 _,spI �fg (� JR SIT NM PIP[ SILT (7 I , v4'• ALLEN TE4D BOLT9 _ r- .° • . r J� 0••, 8 I ! i , j' / 4 C9 I _•.� I"LORI .0 N7 •r I -+�� / I Mn4r ilr I.,r r, I I I IlkI�SSEli I I I / b VTNM M ry ,tl,Nr .I w l.Ip 1 t0 OP - If cal i / , FIRM i.l 1.4srllu"nael Pt UG YAPPED 2' H . awn r•rwt.0 ea 1 _ _.�_.._ i I tf0.nVlYf NDf SHDVN) I _ ! CL1L'ASF� V U' _. IF -'-" _,_� SECTION -PLAN e• •• 4 - A. '^.l <. a o nz � I+ RDr sc:l� TOP It(TION !.,_..__• CONCR[1C[NCAa►D rrt I°°TU-DD• 5106-LA """"°, ----•-__..___ ._ - _l"`e•:"' DISTUNDP.O `' Tr `VALvLAAux ICON[•LE1E / TH STREET PLU;, nN -__`_/ MINIMUM pEf�UIREYENS' - 1000 GAL. I•° / <• -'>,, ///---RE TAII0. (,LANDS KEDGE OF PA;" HI N! ,1;y � / ��>• ISI r i•- --�- ---� __R__-_-__i � \ / ( (21 REGUINFD 1 I CLEANOUT - CLEANOUT FRAME & COVER VAIN,T �;• ...>�,� ,.,, -� ; , c! MM am 46%s 'Ian______ GREASE TRAP Nr YNIR AK P4• - AwAr '•.` HIOLES MKCA5'T OR 110141) I•t„"71� - :uII.Nns 1°r�r I _` a� .-t. C. ,►OR STEM I+ALL 6f vCNTICAI.Lr a•ra•rK+crnn .a".'•• ��. +r>ra w.I est q r ` 1 /aA,alao.alDA. - I \ •I i \ l +"wt :slRr� , Nv ' Ir r / - --_._- .____1 ! •'•--__ --'- f >< .• 1 �fl+r4Nve_I►S.D�• Jl /uw `'�~ •1-__6-II ..♦ � I•j�MIN' '• ` A - SPACED 12 CENTER �IC 'fN7ER. •4'W err rua.al u011 � -___ -^ • ._J >►AGN llal . ,...`\ ', -_.. -aA,F les MrA a..l v _ • NITr Ir wN> NMI: MANHOLE STEPS MAST TEL TIGHT AND FIRML, m •Aggi �� r•r ELEVATION wcvuAls. U►IDISTURRfD - ,OECAIL A CYltE00ED THEY MUST ALSO MEET THE Mgr r..10•M � iIRE LINE DOUBLE CHECK DETECTOR I EARTH �� ( TOT FOR WITHSTANOINQ PALLING OUT Tr-vMAI no 44 SILCO 12" _ F.sx "ITICUT F,or OR .[DUAL PLAN I CLASS D CLASS C s1zE v11' •_7 'vt., wr '�# 'ri-� 4 - A 77-vA .-J , .A S • T 1 7 'MA � - 1 MANHOLE STEP 1 /IrwEtM •.:.. y:• I _� -VA J�SAL- I w AAINIMu1A Id r_n' •,A c�> WALL �',. , KtY COLLAR t)IOCA �NfO TRENCt 51UfS AND D�ITIo ♦ .. •*nota own AFOWAI tot I {URPAC! KS70RATIOM fa SETI IC",toMOUND 9KC(SS TIVI MATERIAL - • ILD MER TR(NCN T° K4DITI kf _ DETAIL DOUBLE CHECK ^DETAII No �r - - ( Df TALI. N¢ \ A CTu.i.unv[u.Tt°lrrDlanc! DETECTOR ASSEMBLY - I COLLAR THRUST BLOCK-)I 00 I • CUTAWAY VIEW 5-.. FOR PLASTIC SAFETY STEP-) I ^' 4" FOR GALVANIZeD STEP 5106-LA UTILITY VAULT DOUBLE CHECK DETECTOR ASSEMBLY COLLAR THRUST BLOCK Nl(X�:�"„L° U�'� "AX N`° �t- N - - _ _ > t/4••otlAAl� Nuwr -- � SCC .ryNl R-AI �� �' ix W ^►-''e ' :MITTIll llI ! 1Z 4=-: ells I3 __.u1;a1 •; '� �•; '�' � � --.� "'LAN _ • . •: ;; IO 61IAU o /fftrsl. AI.L. �I r :I W 1 1/4"-0 CRUSHED ROCK IIP[ OD ' I Port o1). Wry�G� It,.���'T•�tM�1 t �f{� I1 u{ .- nate t / 'T N'fG �d "'!II L,I�L1 iKr Np MATERIALS' a f1N f,r� GALVANIZEO: _ 4 N UL)(�1•Id� R•(3/4"DIA) GALVANIZED DEFORMED REINIFOACCING V•A. O ..__..I-- •--_.- :- ..- -. - .i':.*,.;i,,.. 1 - _ ul- REINFORCING BAR CONFORMING WITH ASTM "IS P4AOE 40 z D „► �17� GALVANIZED CONrORMING WITH ASTM A-123. .,J,•, =111�.11r Yl�1 PLASTIC Jl1=f!/a --1L MUST CONFORM WITH ASTM C-470. _ 1!(>= STEEL REINFORCING RAR MINIMUM 1/1"GRADE p, IIINMEETING 1EOUIREMI.NTS OF ASTM A615 ENCAPSULATED :NI HINU IM_) VOLUME .(Vt T rAL) II MIN #I* .IPL 1MAU rN SHAM Is' WITH INJCCTIM' MOL OED COPOLYMER Pp.YwgPVLENE HEARING AREA OF TINtUyT_ SIN S4 F'T, tN cu. TDs.(v1RncAl) I 1A ft?, 6-MIM IoW elPk la'ANU:.1Ncf 11 y"-- WITH Sc/N. 1� t l U,IFACES TEE 90' SEND 4Y 112 1/2' ll 1/4• Irit LEND ANGLC 01 CAST !ROH OR r REND OCND REND Sltt 4S' rte' ti.t]' I T ALUMIt4UM FRAME 4 1.3 l.8 L0 L0 LO • 1.1 0.4 0.2 I N j AND r.OVER WITH "'NATER" 6 z.t 4.0 _ 9.8 �'� 1.1) 6 2.7 t'1) 1).4 PIPE BEDDING & BACKFILL INVEFTED SYPHON CATCH BASIN MANHOLE STEP y J 0 7.t 11 7R e.1) l.0 0 4.1) LS 0.6 Q Q O CAST IN TOP SURFACE PAVEMENT 10 7.9 Il.l Aa 3.1 L5 10 6.0 2,3 0.9 11ALV, "Cr �2+ - I2 It.3 16.0 &7 4.4 112 12 9.5 3.2 ,.3 .o IrTR Nur I -HAND TAMP BACKFILL` 17 16 20.1 21.4 1.11.4 7,11 3.9 14 11.5 I I,B pp f l AROUNQ TOP SECTION T i f,, Oil ...� -,•501 Rn srt[t-Hm! ,r1A/r !I D PD 31.1 IL• e4A 12.3 R.2 16 t48 16 t.3 1 , ,,,••, C.2 LJ' I A' MINIMl1M - ^ 24 452 64.0 34.6 17.7 r 4' MAXIMUM r� W„-�--CAST IRON OR ALUMINUM II -6' MIN �- y CO 'LE AR ANC[ � II N /WU OH l'Ot r„vAlra III BOTTOM SECTION -� !I 12" MAX. I res sm PAT tits ELA am � LA p Z � 1 �;�1 t')1 LAN 2 R04f QIMp 1/[•STL.PIAT[ II / 1 waD TO►IP[stArr 11 \ - OPERATOR EXTENSION ( j LID 1/2'.3/4•PUT RM I GUARD TO BE 1/2- VIN. II (SEE DETAIL No. 5) L L o Q r. SMALLER DIAMETTR THAN y •/ __� YAN/10L[ 70 CONf01rI W W f U (I VALVE BOX O 0 Of a, VI WIT" -SIN C-47° NOT Si f7 1 THIS TYPE 1>/ WN14q[ Al1Al 1 " _•� .:_. I RE IAEO ONLY /OIL PIPE auL ,1 I • • • ♦ , . A i Of 14' OR LESS. BEND TEE VERTICAL BEND LV=ATF MANHOLE COVET zr-r,:.-`iLOftG NC SOUARC HEAD CAPSCONINS�. °I FITTING RDD , OWN Ai LEAST t2• H R'Iork NOTES: s1zE saE S1tEL souAR( nlet t) VALVE OOX NOT TO REST L_12• s6 So' 1` c a I f I ON OPERAOPERATOR EX ASSEMBLY. %! 14. 16• as 36• I \ Il O O O Q (> tv� 2) OPERATOR EXTENSION � ►' tiEtt REQUIRED WHEN VALVE NUT A. A O S O Z IS DEEPER THAN 18 IN. NOTES, - "- "N �� 1 , O C) NOTES: FROM FINISHED GRADE. "� la✓ L J 11 VALVE OPERATOR EXTENSION REQUIRED WHEK 3) CENTER VALVE BOX ON ••• a crWR[t[ h(X[KlNO to W, Z �� POURED AI:AI"sr ulfuruRst{ F IC'r611- 6LA1�K->� �r Y VANE NUT IS DEEPER THAN !R• FROM AXIS OF OPER, NUL EARTH i SHED GRADE I PI AIL LOICKIL TO K CLASS ---- - \- O \ I �1 T!`•� d 4) PROVIDE 19' SQUARE BY 4• THICK STRADDLE BLOCK 1400 7 \ 'r ` ' (a 'It" cD&b_E S1otJE5 JA CONCRETE PA OUTSIDE OF PAVED ARMS n INSTALL ISOLATION MAIER1AL / ^� E SEE DETAIL No. 200 IFTWFE��IP Tb�t1 fit. ,AIN STRIP LINE S) VALVE BOX COVER HALL BE A TIWIS $( \\� �\= -�DUIK46 ASALOCK �1;ol�1RED �y ! I MINIMUM OF 4 1/2' IN LENGTEI 41 IPCLEAi TE SALOL brISIAND _ _ AtrE,10Ra1 OUTLET PAD �~_ VALVE OPERATOR( 'i - _ r TYPICAL VALVE SETTING 1 !IAII r, - lfAl1ITMM STORIM EX1ENSi0N l �l VALVE eGX DETAfL I 1 THRUST BLOCKING =DETAIL UST Rol 6U"IS _ >MATCH EINISHEC GRADE O STREET `--__ DETAILS • TRAM[ (9.4 ,(, ..�"__-- 1:�7 Ems•. _. _.___.-_.� C SI f TeAMf IN _ C.`YNE/a TROY FIRST slip i0 7C1 7- VALVE OPERATOR EXTENSION VA'-VE BOX & SETTING RD $11111M�== __ I -y THRUST BLOCKING °DWT PREFORMS LATICIJ TOP I STANDARD 10 WNHOLI 1•-- RIYR � 4 PRtf O11IAED PLASTIC: aAfRT y Top PIPE � N"(11 L[ff - •Y. ,•1''•I• _-.[OaarL 110 � r•.-•�'�.., fU" .,.5•., Oet»IrU RurK T O FOR .IPE - ..,.•.: .T I ^�. > • 27. opt LARGER _ �.� .'I. r' M(Lev -,IFF.AL F- i 1 I1 Q4' (;;I.EV 17t y IyAI JI oz MAX Film COrc Prt ' I%PT t �`•1:11•?./- VNWSTURM FART" I r E" �-_I� __�•'�._ - _._.-.�- � 8 -- -1'4N L *1 .I. ;•�,. +i�� RCT IR PRt DN - --;1..�- -_.. _ _. __ Q I O •IMSIDt PROP: �= ,'� �= r It a Colicart • I 1.1 `✓ r> :"•• w01[r. MOLES Tom' --MACHiNEll YAX1Yur /'D• 11166E • •p� �7 0 VIF GAL 0111ANl' •_• tl -- --,It'Earle mrRnto I co SIa 'k- ,m DOLL G T CATs WON ARSE. O W 21' LAP [ COrtR°raAttE SIYI.I K GMAT WIT IRaI MfY Aq CUts SO 0 7 M!1 MTtAIAI A/4=.01 7 COVER 41RAFO t0 /[ G "Dolts 1t1 . TRI/[ REARING ALL AROIrq INYERI 10 INVERT 1 FULLOWI-R GLAND I 4 NorcN 110 P11r1 L1rnM NOOR ✓ � �-� \ ��-�`-� � � �;:•.:r� STANDARD MANHOLE FRAME & COVER '� 3' ---�� �'' r ""' + Icy- MANHOLE W - Y • :[ . wIWFC I.1FJH F21Nt'bKL•J4ENT LLJ ` m STANDARD CURS � • I• �r[r/AM{!ON MINT AND 0U7TtR Praf TUFT IMS tIl IfAlra_ TOP atl[l lnrr (Ir re- STANDARD !- F *may y •.l.. A -_ (}/ A - 1; utred) la Z"R x 1 t Q 11J S TANOARD COLLAR . � '� � � V 2" �" THRUST KQCK FF--7 angle voided to top and or SCE DEMb. I10. 200 i- M>.NIKII Tr,Cn"rONN WOH tented perpendicular to (A _ I.STM r .7p M" IrN1 PIPE T4' nit lE91 O .r" O corrugations. l I ,� Tal 1- _i y~ X40" FOOL PIPE 21 011 LAR001 �'�\ /'� -.-.-•r " ?4• fn� \ ,/;' Top to gage corrugated �� •i L_.J A A O O real or 1/0" steal Platt. / , a _ 1/• Pressure ratt•f holes say !e L-1 V) lr. -,111ed,L[ ends o! rorru- PLAN VIEW-- STANDARD CURB �+ GUTTER - 1"•"", KEEPER RING -� 0® -1 ) /.. �- ,... <�>c -1 I\ /' // ►0 a �- It. FLOW UNI 1/_._ ` I < `./ SECTION ° IIHYIID Cl1RS LIN TJ1 to.or cUM t O O i L' 111•" b get an •re ipft fully open ,� �---- ! I when aorrugsted top is welded K) V < .il_ q , �,.: I to eyllndar. / l t YD! s!1)[VALR� ++ I I'f"P1l.0 e .� " �! I` 411/ C14F q voI C _V! , J' MIN. ��_.... .� T ' 4 . wT'rfOt." , R• WAI£R SURFAC•L'- / (r'.KI t�11R. _ � � I I� t'r� Lam,.... _ ---�-- i Lylindar in gage corru- p `• ' DRAIN RUCK PIIMT •• t- ` PIAN er I�-1+'I i "1,.p --- Rated metal pipstool or [abrtcstad . ! mnarD I� I 1 L'" �.. -`Il�Idr• from 1/6" steal plata. { T.ackvNld 1 Ctl. f 1 NLN. 2M KTAIII 4n :..In R4"- . •i4"`�1' _c Li4 . CF Po,I_VJ}''( I :r: G Cl' •I1 around i J I 4 M ` 6Pna" 1 4 oo rafrcrs' Pu1rK GUMEt 1'. S lE DETAIL SECTION A-A 1.IE" ! I I� 5' a \�_____ .• 1 - _ •e.r X Notes. R- win. ^--= 1) Ths cylf ,!e s„ I toe !teal fastened to the t of the v "AVEMEPr OIL 11�• ► 21a SPP "O FjF ILEA SC k c l�r�Dc v!+i-'. etr,1� - -�"� r �_ Q - RMA`siaeiaw - ��',Ch; AS !=OLLOVJS 16 r It' ►parr �/ rtesr. AN.AREIG v 0 Support bars ars welded to i- lar Et [cal Vi 1 Support bar Ni- •+�,. ,,.� ERR Rebar all IIIRrtl �- the [op of the riser or 1( ) C / r y -- �'?.SIW(, �" `7QL1�,RE 51E�/E t �• to top o by ser. bolted V° fill IRE X �, x"•! r/4" .••`'r4ttr- 1- FA`i51h1f7 (ole 55,00�c Jm'41E O pia. to top of riser. (L �. OAAv1l f,OMfTnUT,T rHANNEl.�•`�irF lftl[lt1P I SECTION 8 t3 6" A SHELF IN FIELD At—; r. _ .... I PAS..IN6 �. ��I,IPtI'-E SIEVE c�• 10 '�. sRrrtorE .e-A tsnrrmvc• W O DETAt No --'� pETML tlo WEIR SECTION FOR EMERGENCY III N.J+ HOLDING SPOOL 9tJ3 FIRE HYDRANT Y � �6 CMI DEAD END LiNE � 102 j ' CONCENTRIC TRASH RACK CATCH BASIN PAVEMENT TAP'-:H PRFCAST CONCRETE MANHOLE BASE OVERFLOW SPILLWAY & ANTI-VORTEX DEVICE FRO�Er,T CU_©-TIGARD .J. HOLDING SPOOL FIRE HYDRANT ASSEMBLY _ DAR-',!OUTH ST., 7500 _ NO. 2 1 1 - 0 0 4 SiT 93-0010 - - 11 OF 12 ___ --'-- -- _ _ - - - TYPE CONST. PLANS MICRORLMED Ililili�lj�llll�llljl�l�lllll I Ijljljl�l(Ijl I Ijljljl�ljljijl Ijijill�lllll I�Ijlj!Il�ljlll I Iiljlll�ljll! I ililili�ilili ililil;li�il,ji ► ;I;j;ji�;jij;i� i ij;j;�;l;l;� ij;liji�iliji INCH MAO!RI fMIRA ITlillllilli IiIilf IIIIIIIflllllljillil!lil Illi HIIiIII!llllilllll Illi ILII i I I! I II � i n! nIl inilnilnnilinl.nilunl iilunlilnilinl�nlhn!IuIIIniI!nnlnl!iinilinliiniluninilll�;Illnilnu i.-�II�IIII�i!nl!!ninlllnl!Inlllnn!nnhnllmllnmunlnuiiinlnn!Inllun!�n ..J '..-_ - :: :. ., .+ .. .e;1. •. .. ' l 1 A �.-----�\ END CONCRETE PAVING -� �--, - �. __ _ TRAVERSE JOINT (TYP.) - /.rte A' STA 3+fi?.25 LOOP "A" - FLOW++_ �j n 1 F-V f-v INLET �_� �.-.'_ i i _._ _..„__• _.--- - - l N _ -----_ -�-•---- OUTLET 1 -{- 10 OOP "A CENTERLINE - _ � '•--•-�_ � L� ALIGNMENT CJI _-� _ '. A? L `$ 0 _ rn) -� 1 � � N �� PLAN PARTITION TG BE FASTENED n� I ��j �1-� TO MANHOLE 111i AT CORNERS P.`..l.lr. VF\I'V'EWAY STA. C�+ t5 TO 3+ �( r C�� AND 2' O.L. ,IN. E SIDES. 6 N — 11_ S BRACKETS YIN. EACH SIDE. V-,. TYPICAL SLABS ARE TO BE 14' x 1G'. _ . WITH l/2• STAINLESS STEEL SEE THIS SHEET FOR JOINT AND TRANSITION SI Ab DETAILS. II `01 Q ON(RFTE ANCHORS. STEEL -- _ - �x �� �. %Lj r PRIOR TO MAN►iE CONE. �� ^ _ "._ _ a G F- UI INSTALLATION PARTITION i0 Q ' - y 4 T' 'E HIGH DENSITY POLYETHELENE. \ II/ Fr 00 1/2• THICK, ASTM 01248-78. I I ” Q co GALVANIZED CHAIN, 200E / STEP� / LONGITUDINAL JOINT - W � o PLATE CX'ACI TY, SLACK WHEN �/ ^ , -r /LATE IS GOWN. �' + ^ / / \ - E STD. / �..�__ E 1 r, j Fy 0 I' WIN, I KSP E L T I ON - � I I ,'V]Tr HOLE IN PARTITION T BEGIN P,C,C. PAVEMENT �•j � RE,AOVEABLE I/2• HOPE 20 STA 0+45 LOOP "A" OI OP PLATE ICMAIN TO % ;c;Atr. N�- c�--�� LLv.HOLE AT ACCESS!. 1 FErI P. 71 NE �INI1- �( Fik w�.ravinl�,A rItJEp F,N,�hf \ I I I 6• MIN, hHAL L rJlAc+l I IPe�fEI F1�1 �} TNS `dllk �: i PIPE SIZE FLOW ILOW� / I I' WX iYUY "I.E. L E V. �F{4l a- IW- K4� w ITN A MCMI.,TINE IN A IAht;,t E I '`d" PI�TTUJ I(; DE-a �ILIAAF TV Tilt aKN ! JOINTING DETAIL ' BELOW _ �P �:{TG'N G-F lT5AFF1, �`r. I.C. t II MATCH �• of t'a I.E. OUT F OW 4Y:�1 A � 7t =q, YIN, ; LJMITra of FAYMaW Fe* TTIrWriTTON 5- u I N. %AD. FAYHOIr FPS.A;PF(/U.T IN6.4_L ptp SUMP VOLUME REQUIREMENTS ---- SINGLE FAMILY RESIDENTIAL 3.3 CF/ACME SECTION A-A MULTI FAMILY RESIDENTIAL 22.0 Cf/ACRE uMlTy OF PAYMENT- ror- COMELRC I AL/I PDUSTR I AL 94-0 CF/ACRE 0" FcApV,(AY NAo POLLUTION CONTROL - w ; 4F� pINKH MANHOLE -FILL WITH JOINT SEALANT I SAW CUT MATERIAL IMPERMEABLET LA 4 > 2. (4' CONEELORNCeri,Al'!) .,+� A• • �' "' ':E CONCRETE SLAB _�� -©"L jFiL'� Fa'-K E�rY• _ I I_�r �li• I. �:� ••• .',• ,," Ram I;111� +� Its .-_�..._._ __�' •�'..•' --- -_ __ ___-'fit __��____JJ cot�tP�c,T�v sux�r�,c� (�z1'. •�-_Ieo� "'i , 10'- Lit1F TRAVL1113E & LONGI I JOINAL 1r0Y fratK°r r.�t Mfal (a) DRAINAGE DItCH [U 1W- COi`'! f iAC�1"iQ1�1 JOINT (� n J INCHES Of SOIL FILL REOUIREfI OETYVEEN CONCRETE�I~ I ��1'iNJi i ION SI-AB � OVCRIAPPINO CEOGmos FOR PROPER ANCHORAGE ( ul 4• SLOTTED DRAIN PIPE W/CEOTCKTILC _ fAaRIC WRAP r--�- Z 1/4 I I 1/4'below surface Sealant material - •'' CR1ISNED STONE FILTER ZONE OEOTC•.TIIE WRAP VGlOnt at -HaL PourAapr=clt, r... +/z' ulNus w/l£ss NUA y>< r-IF SAW CUT 1/8" 'f0 1/ / yr °J;(ka111:x 2L �I NO 20 tHE U.S STANUMp - d w 1 �•3�• MINIMUM FALL RADws No zoo SIEVE Ell.1. 1'li111!1 ,101N'�-SFAILANT ----..--,.,...,_. .: .r_ 4 , INSIO(( CURVE NOT LIMITED OU151E?E CU7VE-- VNt+ES WITH p CONCL£R rACICGSU IT coNTAc,UNIT (b) SU00RAIN I"�•',•4V-YAQ(�ED STEL 7/IV 1 K 7 F_XTM 144,111 ���'t"JJGTH CrA1VANI�ISD " " � ro%P,�E I�CAn IN r.ArTrH fECI('IVLDGIES I P�'�T� AT tis' IFN i AL1 VF<fA!•'r•GA&-E: 6C T"Ar �r)"APr7N�C>PJIIND AMID i• •L1 n CT ;s'•4;"~��"r jam• -r-- W r! -MOOV.AA CON„RETE FACING UNIT �" F11C'1}� I T1aH fL''1JID 1✓ A T'{/ L�IV I j�t l C� WEJT^'AL•LA'jIOi�I, d/,3 +••.. . •4• f• � •�<.,�_ '1' •+• .•• ►- a- ►- E.. cc 1Jr�IF�Ep :��ur -r i a .:.• d W �= I AFS iU Gi+ AULF� Ar ,�. T� e- I /S_A�z FUN `Ar T�E i P to �r8vent bond a r � T'S hr-i'Iv+re t o 0 0 n sH� Qnt and _l. Er1pr c7F THE err c 't- yr.'W�,� tL�A ,;; - I ;r-- _ S�1wed Joint '(uce d/a C+ I �; Q� $� 1 �n •rete Y w o TF1c tN T14E Nw wr ?L8 AfE To :.,. •... _ • : .' ; .. yL Q w) 1 z <�� _ > O 1�.• 9 MIN N COMPACTED CRUSHED STONE . ,' • • r _ _ C�cu•Ef IN I 'JI' G�cohrl-Elt �051N4 /'• ;•,� ., t '�. .� •. . '. d •�,. • ° _°• �'OR UNRGf1FORCID CONCRETE LClCUND L' ..J ('h�lFIE'� •T ! •. •' ' 0.2d ..1_. I l id I 3 Q I ml m 0' PAD - Otx'i- C+INR�RNL A F'{�R j .+ .. ._ Z tL-!r5 !cN� . It� �'l,`1rA►'-0 III 7 tt:M�t-'r. -i..% . s . ,, ',.w -- CI1l Or z 0 ., W EO _Y.. Ins+�rfed strep Z W 0 BOOAID PLACEMENT ON CUIlYHB Lj 0 FIGURE 4.1 —_ (C) LEVELING PAD o Or_. s a v W 4 U t1i:TAIt,$ LONCP TE E'r"+>� f'0, I CONSTRUCTION JOINT - ---._- FIC IJRF a.s L:A!AN I lif.:�C f�VOIR 1L• -i t- . GEOGRID PLACrPi ENT WALL DETAILS CABLE BARRIER DglrailLlAl. 4>`,4Uc` r — •- �_� ` \ FIwISN FLCort - "I rte. ? `� .�o Oror HALTI(. r oNC>�E1 E (2 LI F 75) sz`i 9" Pv'U �A7E i3�,��E Z' '(4" o". �. Z..•o,. (Opor 5pELs 02(.3c\ _ c E. ' �. -LC7MPAGTG� �jI.IBL-�-•o,Dt �jL'/. T•IY30 1 �� rIL..7'a�- FAF�P•I(�-�+ •1��1�!1��. AMOCZ "45 or- PARKING PARKING F',4VEMENT SECTION �� CUT CROSS SECTION IN PAD AREA I I .� ren;�I nR 1 ,,:I!:I�I II_ I:� I I; •nJ �— fir- FIW15}•1 IFLDo� 1 I 1. �. • X r R _.� - -�� L LJ �iAND VoFO� BAF�(ER - W.I .= 'E At'tA U,1. BASE A6v�E�A(' n o "� 64ANULAI- FILL ( ll l/ J K X r r*:: - `� i l- ! MINunJM I rr. IIAmw snft nR ,i —\yr<"•. ' + FIL'TE� (A6(�1� CAF �C o 4->¢� EpLIIV. O �1 I ~ I r, r/ J r LOW PCRI,U I f. SOIL i0 // n OMIIIAOC UIICII - M°IINIIE 'i1N D.CC 'NaU ,• tE rIc Ala 7- A �` - L�MPAG cU NIVc I $ INI,IIPATION �•• \t ah r Wrtf=leu., r• CAP UNIT -\ / . . O Q) r...._ 1.i i LUH9 KOs VC GE�)GHIp 11• z j AI,!kll!!7C (PI;NICNrnI.'1UR 1` �. �. TO WAIT FACE A'1C'!�AF.NI) '• / - ! - tENSAR Of OGRIO% (TYP.) r,�4!�!I IOL • NRK. ''0 �.L S,IL_� ISLAND DETAIL a �___ r.7 FACE, z 1� FI ALiGME1IT IAJ Ifr1;1R UI:LA'fML GF avID - LL CROSS SECTION IN PAD AREA i-I -• (� MOC10.AR rI-_-a'I"alb I11Rf'nI a rR HLTE I — /� N:ro 4^f �ndly ` �P'r1ABt ccAlrosllr It%"F.LOUR [ . -' UUUUI•Alt I:giICItLII_ I '�.lil•i Il!!IT lIf.IClR E1N.� RECD - �' (VARIf S) • I HALL FILL ZONE / x_7/3 WAIL Ott-OHT �. .......0•. _-----� N I" __J t. ,"N UI.3,:i1 S;E[U3 ORRATEI THAN �T011rH•TU[E:!E++OENCY MOUNTABLR JJ I ( I r IJIn �� _�__►_ L','1d I:!••a00 GHAI.I.DE USED, � SVDDMId 1 _ IV 'PAI.).PAD, 2.42- ^!+CRETE TO HIVE A OREAK� 0 ,TftENa TI1 01 3000 PSI AFTCII !0 DATA. 5L�PE ra" 10 DPf FltO A 3E I SFE 4 I o ISI a rl;l.AlE 1 LL-- I ! I I 1 I I 1 I i I I I I i i»o_ fNR+P_IENQIILJ rL rlr, Ase r(,, 10 JolNrl. I_I� (VAINES W1t11 wAl.l NT.1 A. lO ::C 1`110)'/COED I h 1~� I I 1 I I I I I I I I I U AT E-01 COLD OF T0.1,;EHCY OF THE CURS < (GCOSRID LEHC111 IJfJE%UREU FROM FRONT FACE.) 21 'T E:�:H COLD JOINt, 31 AT EACH SIO[ OF I1LLT STRUCTURE$. 4) At EACH END Of DRIVEWAYS. I O) AT LOCATIONS NECESSARY TO LIMIT SPACING 70 45 FEET O �J I 0. MAT"'Al TO GE PRL-MOLOEO,ASPHALT INrREGNATED,NON E=IRUDIMO, M �� APUIN AR WITH A TIIICI(III"S$ OF 1/2 INCN. I TO ViAI I ;'!I'N1) t. CONTRACTION JOINT$, I+I I�_ A. SPACINO TO BE NOT MORE TvAN IS FEET $. THE DEPTH 01 THE JOINT SIIILL BE AT ;.EAST Cyt INCHES. r4, -TYPICAL COOS$ 9SCTIQy 4. SA 4E ROCK •2"0 oR 3/4••0 I ?!% COMPACT, N. BASE ROCK $Neu er To I 1 TErlSAtt GGOUnln3.Ano T1011 01111:14 rA-rION FIGURE 4 2 SUIIGPeOE OF STREtT STRUCTURE OR ♦'IN DEPTH, WHIG r1E VER IS GREATER. l �• �p E� ` I(GURE 4.17 0 rllAl, IDD. OLOCKC PI 3" GIA PLASTIC PIPE. 4" C LAyw; 'VI AST HAIL.I k CA TCV.,5T15 (? LIFTS) r A. 10. PLASTIC PIPE WITH COUPLING, \ -� B. DR 4INAOE ACCESS THROYG"EKISfIHD CURSS SI(ALL GE CORE10,LLED OR CURD 1�,11 314%c)-, " 4" G�G� "G' A!�+/A, .0-•IL �.+.1/pr�TY (•J LIF T�J -- pL-•L-,F-F-6iATF- DASE Z 14%c) , to 2--_0- (opvr SPE.Ls 02(03v) �T rtr 6.,1 WIV�w T 1� G SA w CUT VL RTIC ALLY 10 EACH SIDE 01 GRAIN B REPOURED TO FULL DEPTH OF CURB. ,t LOMFAI;r_r-D ',i ePVIE-A,DE '�2-'/. T-180 I(or P&(zlg•E�IATE EASE - 2 sfi"-O" ,14" 2'•-o" (npor :pa_s azt4o) l 1 L-NSAR G!:()GFiIUS _-c,c�MPAc,T>rp '�►bb�•ADE �z•/ T-Ii30 (�.) WALL CROSS SECTION STANDARD CURB LIGHT TRUCK PAVEMENT SECTION HEAVY TRUCK PAVEMENT �— ---•- SECTION DAF2TMOUTH ST., 7500 tJ w 1� SIT 93-0010 12 OF 12 140. 2 1 1 -- 0 0 q -- •-•- PROJECT CIJB •11GARD tYPE CONST. PLANS JUN 01; i9q; MICRORLMED Ii111I�11111i1L11-11vol1r, 1{ F1111 1111{1IJII{II I�IIl11�111I1 i ►IIiIII�iIIIi ! IIIIIIIIIIII 1INCN M CNNI� 111111111►IIIIIlIIIrl1111iNlIIIN11N111N1111HNN111111 IIIIIIill,liff11111 fllllfllilflfllll{IIII111111111111111111111111111111111111111111111111111111111111111i11IIII!!►111111111{IIIIIIIIIIIII Il111111111111111111111iI1fill II IIIIfill fill w11111111111711!11111171111, III III Nl111111111111 if 1