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Home My WebLink AboutVentura Estates i , i ' ..._/"--T-7- 1 r . -it- ___-_ --- 1-1-:17:1 � BARBARA � a LANE VENTURA CT. vENITuRA ESTATES SUBDIVISION ( _.____ ____ ' SITE VENTURA DR. LANDAUS T ..�� , ; I r LOCUST STREET •! Lo A 22 LOT SUi o MAPLELEi F STREET z.._ ogo ,^� OAK STREET _ r. _ /� PINE STREET _J -' N � TIGA 5 A... SPRUCE STREET y 99W k Ir tAta vdtov E t \ - VICINITY MAP i4s* g SCALE: NTS PLAN' SCALE: 1" = 100` I T I 1 �.. GENERAL NOTES: GRADING PLAN PERMITS I �• .,. L1 EROSIOIJ CONTROL DEVICES MUST 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE / GENERAL NOTES: - -- _i CONTROL IS REQUIRED. EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR I ! _.__ � � - � - ��-__ _ •• _ 15. EFFECTIVE EROSION 111 1. ALL WORKFCANDN MATERIALS TO BE IN,CHA SAND THE CITY OF TIGARD BE INSTALLED AND MAINTAINED MEETING THE O.E.O. REQUIREMENTS. THE GRADING, CHAPTER) STANDARD SPECIFICATION AND CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO INITIATION ENTIRE F WORK AND IS SUBJECT TO CHANGE PLANSET.DING CITY APPROVAL OF �- - -� _ �- _-- _ \ASH 1, N G T O; N SQUARE I EST A T ES SPECIFICATIONS, THE RESOURCES,APWA(OREGON 1 g - 1 W - 25 D D DRAWINGS UMA(199N). THE STATE OF OREGON PLUMBING CODE, THE THESE ACCOMPLISH EFFECTIVE EROSION CONTROL• IS -_ -- � ` T.L. 2200 DEPT. OF HUMAN AND AS APPROVED AND NOTED ON THESE ! I ` T L 2400 III. 2600 i T.L. 301 TO ASSURE ALL WORK DENOTED -TO BE DONE BY OTHERS". 16. PROPERTY DISTURBED BY CONSTRUCTION,CAVITY SHALL BE SEEDED WI1N A 2. MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE APROHCTION, AT HANY TIME, �T,L. 2300 T.L. 2500 I T.L. 2700 DRAWINGS DEVELOPERT.L. 2500 i T.L. 2400 STANDARD GRASS MIX; SHRUBS, FLOWERS. BARKDUST, K REESTABLISHED,ISIGN5, -_ - -- - - LEGEND ETC. SHATROL DUST CONTROL, AND DRAINAGE CONTROL IS MAILBOXES, ROSION CON ~ ```-' � -I- -- = 2. CONTRACTO? TO OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE PAVEMENT MARKINGS, 3. EFFECTIVE E, .Y REINSTALLED oR REPLACED, WITH LIKE KIND AND MATERIAL REQUIRED AT ALL TIMES, THE CITY MAY ORDER STOPPAGE OF WORK TO S _ 1 yy _ 2 5 D C C $,W, VENTURA AVENUE STARTING CONSTRUCTION. 0 EXISTING SANITARY MANHOLE saN EXISTING SANITARY MA r _ EFFECT CORRECTIVE ACTION, ANY TIME. ~ I 17, EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE - -- - - - -- - ! CTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND s..........�""_ _ S - - --- -'" 3. CONTRA K SITE AND SHALL 8E SO ROUIFD THAT ADJACENT TRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO 1_ I _'` ` `T THE RELOCATION OF ANY tN CONFLICT WITH THE CONTROLLED WITHIN IMPACTED. WOR IDING SYSTEM iS NOT 4. EMBANKMENTS ORS _ __ - _ _ _�"" r 1 w EXISTING WATER MAIN 4 SHALL ARRANGE FOR •�. o PROPOSED CONSTRUCTION. PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECE BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED ± �� EXISTING STORM SETTER MANHOLE ADVERSELY TOPPA THE CIO K MAY CATC ANY TIME ORDER CORRECTIVE MATERIALS ACCEPTABLE TO TILE SOILS ENGNEER AND SHALL BE BROUGH T TO l )� sat EXISTING STORM SEWER MAIN - `» UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND MUST BE AONTR AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE GRADE IN LIFTS NOT TO EXCEED 8"LOOSE MEASURE. EACH LIFT SHALL BE T.L. 7600 ( I �n, UTILITY POLE c. 4. EXISTINGI 6 I 7 �� i SITE TBM _ BY THE CONTRACTOR, ADDITIONAL UNDERGROUND UTILITIES MAY CONTROL. COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO i fXlST11JG FENCE LINE c VERIFIED I T. RULES ADOPTED BY TTIE OREGOIJ UTILITY T-180 COMPACTION TEST. - �_.,,.��_:��=-__.__.__v EXfS 18. OREGON LAW REQUIRES FOLLOWING THE i I 8 1/2" IRON ROD WITH I n EXISTING MAILBOX TRUCTG CO FILLS SHALL COMPLY EXI APPENDIX CHAPTER 33 OF THE UNIFORM to .� N __ ,/ RED PLASTIC CAP G EXISTING GAS LINE a ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWING AND THE ACTUAL NOA UGH ON CENTER. SAID RULES ARE SET FORTH S OAR 952 OBTAINED 10 --- E� EXISTING WATER METER 5. THROUGH OAR 952 001 0080. COPIES OF T F RULES MAY BE OBTAINED FROM 5. S Z T CT, �A" - _� /- ELEV = 268.07 i BECOME5 CONDITIONS SHALL BE REPORTED TO THE ENGINEER AS SOON AS THEY BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 p EXISTING OVERHEAD POWER LINES APPARENT.SITE THE CENTER BY CALLING(503) 246-1987. IF YOU HAVE QUESTIONS ABOUT SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN (--;----....-- - o p EXISTING CATCH BASIN INE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL 8E FEET 1F THE BENCH EXPOSES S,ND SOIL, AN UNDERDRAIN MUST BE CORRECTED A T TILE PERMIT HOLDERS F_XPENSE '� 1! j I i EXISTING EDGE OF GRAVEL so 6. CONTRCCION OF PR BE RTY ON UMENTA RESR C NST O ALL S AK S OR FEET. FD. THE NCHE XPO E, IF REQUIRED, Nlll BE CONSTRUCTED BY L17NG I / ® NEW SANITARY MANHOLEDESTRUCTION OF PROPERTY A N SENTATION OR CONSTRUCTION STAKES. NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF A2500, ALONG THE ' _ '19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOAT VERTICAL BOTTOM OF THE STARTING BENCH, 11IEN PLACING A SfX-INCH LAYER OF p 3 i �� - / x T.L. 400 iCONTRACTOR SHALL SUPPLY AND SET MONUMENT BOXES FOR CENTERLINE - _ , ` .- ` EXISTING TREE LINEMONUMENTS REQUIRED BY WASHINGTON COUNTY. ELEV,TION AND HORIZONTAL LOCATION PRIOR TO START OF WORK(POTHOLE 1-1 2 ?46 Q"DRAIN ROCK, AND FINALLY THE ROCK W1TTN n1E \`Q - -� d NEW FIRE HYDRANT - - 9 TO PROVIDE DESIGN BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN FILTER"D FABRIC.K. ANDNALL COVERINGO WILL BE DRAINROCK 1WPH 4 1 -41 NEW THRUST BLOCK y -- EXISTING EDGE OF PAVEMENT 7. THE ENGINTRU HAS NOT BEEN SERVICES OR LACOMPENSATED OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE NONWOVENE FILL BETWEEN C. TO SUCCESSIVEFIVE FEET ANDBE COMPACTED CONSTRUCTEDI LAYERS 12 11 [� RELATING TO THE CONTRACTOR'S SAFETY PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A T.L, 7700 ;� t� `� \ 1 I i _____---- --- --_ ` EXISTING CURB AND CONSTRUCTION REVIEWI DURES OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL - - ---r \\\ i I 0 NEW WATER METER PRECAUTIONS _ _ _ PROCEDURES REQUIRED FOR CONTRACTOR TO PERFORM HIS WORK. WITH AFFECTED UTILITY AGENCIES. NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL I _ ��- a ' � NEW CURB EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL �- - - ® NEW WATER T.L. 7100 ; < 3 20. A TEMPORARY HARD SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE FILL a I , ;fi r ,i NEW SIDEWALK, COMMERCIAL PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF ! I; NEW WATER VALVE ASSEMBLY ` �%''�' N . DEiVEVVR APPROACH, iNTERSECTiO1v PAVING) SHALL BE 15 ` f CONDITIONS; EACH DAYS WORK, NO TRENCH, ON-SITE OR OFF-SITE, SHALL BE LEFT AT 6, THE GEOIECHNiCAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 1 f- j I �qI' I COR1vER RAMPS, AND PATH RAMP GtNERAI • LFHOURS IN ADVANCE, BY TILE CONTRACTOR, OF STARTING LL BE NORK TO i iT.L. 7200 ,� I"MANUAL ON ANY TIME IN AN UNSAFE CONOInON. THE FERMII HOLDER IS RESPONSIBLE THE NEED FOR AN UNDERDRAIN)LAYER AND TO VERIFY EXISTING CSP CONCRETE SE{hER PIPE BY CONTRACTOR 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE pONDITINE ' a1 ' I IUNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS U.S. PROSECUTION OF INE WORK. CONDt]10NS. ~ _ -{ { O CONTRACTOR TO INSTALL NEW SIDEWALK BY HOME BUILD- - -� t�I - MONUMENT BOX A T LOCATION .�:' • TO BE ASSURED BY DEVELOPER DEPT. OF TRANSPORTATION, F.H.A, 1988 ED. --- 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING 7, THE CITY SHALL. BE PROVIDED WITH A COPY OF THE GEOTECITNICAL _ T �� _ I PER SURVEYOR 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR THE CONTRACTOR IN ACCORDANCE FACILITIES(ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY ENGINEER'S REPORT/RECOMMENDATION CHANGES. v WITH THE CITY'S STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE WITH INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WITICH - _ '= ER A CITY(JOB SPECIFIC)APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE CORRECTIVEOCCURRE IN CONJUNCTION WITH i AT WORKTHEAUTHORIZED BY THE PERMIT. 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE ------ S.W. _.1..0 UST ST.-- I APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. WORK SHALL BE DONE THE PERMIT HOLDERS EXPENSE. CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE - - - , ��+� m • I CONDITIONS FOUND AND COORDINATE HIS ACUITIES IN A MANNER THAT WILL i , I • t- 1 TOTRAFFIC, AT,NY TIME, WITHOUT BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, ALLOW THE ENGNEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN 1 :, I21 in3. PUBLIC ROADWAY SHALL NOTE CLOSED22, ONE AS i 1 I ; _2 1 V • HAVING FIRST OBTAINED WRITTEN APPROVAL FRAM THE CITY ENGINEER. iNE LNCLUD►NG ANY P.E'i1SI0N MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION TO PROPERLY MITIGATE THE WATER ENCOUNTERED, SPRINGS SHALL BE HARD _ qi I VERTICAL DATUM: PERMIT HOLDER IS RESPONSIBLE FOR PROV1S10N OF TIMELY NOTIFICATION OF PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC PIPED TO AN APPROVED PUBLIC DRAINAGE SYSTEM. IT.L. 6900 I 1 i I R V1DED TVI THE CITY BY A REGISTERED I i ,ic; I CITY OF TIGARD BENCH MARK NO. 239, ELEVATION 265.61 TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES(TIGARD SYSTEM OR FACILITY, SHALL BE P 0 IT.L. T000 AND TO TRf-MET AND TIGARD CIVIL ENGINEER ALONG W11H AN ENGINEERS CERTIFICATION OF INSTALLATION g, TEE CONTRACTOR SHALL HA6'E THE SQILS ENGINEER TAKE COMPACTION LEST. A 1 "-'��_s BRASS DISC IN MONUMENT BOX AT POLICE DEPT, TUALATIN FIRE AND RESCUE) MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. T.L. TOlS.W. LANDAU STREET, 30-FEET EAST OF S.W. 75TH AVENUE COMPLIANCE. • T.L. 702 ' SCHOOL DISTRICT. --- - - T AND ONE SET OF TECHNICAL EXPLORATION REPORT HAS BEEN PREPARED BY 1I STAMPED 1/4 25/36 T.1S., R.1W., 1995 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO 23, A SEWER SYSTEM AIR-TEST AND (V.H.S.) T.V TEST REPOR 10, PRELIMINARY GEO -._ 1 1 I GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION 1rON SIGN BLUELINE "AS BUILTS'(OF Er1HER OR BOTH THE STORM AND SANITARY SE14ER GEOSTANDARDS(OCTOBER 15, 1998). THE CONTRACTOR SHALL REVIEW I I i ' j I n o Q '�$ 1 I T.L. 300 I A T EACH ENO OF THE CONSTRUCTION AREA 72 HOURS(MIN.)BEFORE SYSTEMS)MAY BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR FOR CONSTRUCTION RECOMMENDATIONS. i CO) I L 7 I INITIATION OF CONSTRUCTION WORK. TO CONNECTION OF ANY BUILDINGS TO DIE SEWER SYSTEM. UJ -� ^ _ _- _ Z I _ I I � J 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION j T.L 6800 -� >q --� -- - �� ___ - I Z INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL REPORTS, ON A WEEKLY BASIS, ]0 THE CITY'S INSPECTOR. (SEE DEVELOPER: T.L. 302 lu I SHEET INDEX BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. ENGINEER AGREEMENT NOTES). I I T.L. 1005 Q T.L. 1002 T.L 600 i T.L. 1400 �I i 1 pl I 8. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIORTHE CITY'S INSPECTORS MAY, AT THEIR p - I 1. COVER SHEET TO IMnATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY 25.TESTS AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS _ MAINTAINED. T.L. 7400 I �- I 2. STREET PLAN OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION O RMI TTED DURING THE HOURS OF DARKNESS, NOR BE iWEEN ADEQUACY/COMPLIANCE, SUCH TES TS/REPORTS SHALL BE PROVIDED AT THE I_ _�_ �• T.L. 1500 I 3- STREET PROFILES 7. NO WORK WILL BE PE 1 9:00 P.M. TO 7:00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN EN 9:00 P.M. PERMIT HOLDERS EXPENSE. I 4. STORM SEWER PLAN I � I TO 8:00 A.M., SATURDAY, NOR BETWEEN 9:00 P.M. TO 9:00 A.M., SUNDAY. I I 13 I I 13 26. THE PERMIT HOLDER SHALL PROVIDE A COPY A EACH O L Y EXECUTED Q I i ( a I 5. STORM SEWER PROFILES 8. MINIMUM TRAVEL LANE TRAN SHALL BE SHALL ALSO LOCAL AND 16-FEET FOR. ON RELEASE AND WAIVER DOCUMENT TVI THE CITY FOR EACH OWNERSHIP DISTURBED Vj BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND -_ - 6. SANITARY SEWER PLAN AND PROFILES LOCUST STREET. PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDEDOWNER SATISFACTION. _ I 7. WATER PLAN 9. THE CITY RESERVES iNE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL t - - I I I REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND 27. EXISTING MONUMENTS, aREPLACEMENa SHALL BE CORNERS, AND PERMURVEY MARKERS SilALL BE I - , T i 1 �r I ' PROTECTED I I _ _ _ _ 8. GRADING AND EROSION CONTROL PLAN TO ASSURE PUBLIC SAFETY. I • 10. BEFORE INITIATING ANY CONSTRUCTION ACT (::::) IVITY, THE PERMIT HOLDER SHALL 28. THE ENGINEER SHALL NOTIFY THE WitSH1NGTEN COUNTYSURVEYOR WHEN iNEI 9. TREE PLAN CONTACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, BRiAN RACER INITIAL AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED. WRrnwc w _ I 10. COMPOSITE UTILITY PLAN CONSTRUCTION TY►INSPECTOR, !N A PRE H cI I I TIGARD DETAILS �� . �'' ( 639-4171) TO ESTABLISH A PLACE. TIME, AND DATE FOR 29. THE PERMIT HOLDER SHALL PROVIDE TO 1 E I { ��I I I MEETING. THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO(2)PERSONS i _ D STANDARD CITY 0 F WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, F-.___�__ .I ( I ( I OR HIS CONTRACTOR SHALL NOTIFY THE CITY'SOM WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY, THE - _ D 2 STANDARD C USA DETAILS 11. DIE PERMIT HOLDER IN GENERAL. INSPECTOR ATIS ING) A D TWENTY-FOUR COMPLETING(24)HOURS PRIOR TOY THE PERMIT. PERMIT HOLDER SHALL NOTIFY CITY INSPECTOR, IN WRITING, OF ___ _ _ ATTACHED LISTING) (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE ANY/ALL ASSIGNMENT CHANGES. I -` LISTING) AND AFTER WORK COVERED BY THE I ( I I I I I I 30, THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY i I 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED INSPECTOR, IN WRITING, DIE NAME AND 24 HOUR EMERGENCY TELEPHONE 1 I I I CONSTRUCTION PLANS AND ALL AMENDMENTS SHALL TERMS.AVAILABLE AT N WORK NUMBER OF A DESIGNATED "COMPETENT PERSON"RESPONSIBLE FOR AREA.VALL WORK SHALL CONFORMITY APPROVEDO THE PERMIT PLANS, CONDITIONS AND CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, PAROVISIONS AND TO THE CITY 'SSTANDARDS AND AND APPROVED PLAN SUBDIVISION P 3e EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CiTY -_ - - - -- ------I ( -- (f il / MESE ENS AND TO THE CITY'S SPECIFICATIONS A INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. r _ THESE GENERAL CONDITIONS, CHANGES TO ANY OF THE AFORESAID MUST BE TIlE PERMIT HOLDER TO PROVIDE FUR I �Tt.� �FFf APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. $1. IT IS THE SOLE RESPONSIBILITY OF -- --- -- -- -- - " "" - S.W. OAK STREET - --- - ��aG 1 NeF�boy ROADS IS THE PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF i - _ _ _ - - -- - �� 13. MAINTENANCE OF THE WORK AREA AND APPROACH K AREAE ANDDE APPROACH OF RIGHT-OF-ENTRY HOLD R OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED I S 130 RESPONSIBILITY OF HAZARDS.PERMIT HOLDER. TO THE CITY, THE CITY SHALL IN NO WAY BE CONSTRUED 10 BE LIABLE FOR SHALL BE MAINTAINED IN A CLEAN COND1nON, FREE FROM THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF 1 � t`�� ' ��'� ROADS I OBSTRUCTIONS AND A COPY OF THE PERMIT HOLDERS CERTIFICATE RIGHT-OF-ENTRY OR EASEMENTS. oREcoN OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER ro J`�ly 13. ,9 �`� 14. THE SPREADING UPON MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT 32. ALL PROVIDE OO R. i",• OF ANY KIND LLBE CAUSE PUBLIC IMMEDIATE CANCELLATION OF THE PERMIT. INSPECTION OF ALL HAVE NEW SEWER INEOS. THE PERMIT HOLDER SHALL VIDEORO ORK ON SHALL LI FOR RIMM THE CITY WITH 30 DAYS or NOTICE FOR THE WDEO INSPECTION, ANY DIE CITY MAY A T ANY TIME ORDER IMMEDIATE CLEAN-UP AND STOPPAGE OF DEFlCIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. EXPIRES:DATE: 20 1 WORK TO ACCOMPLISH CLEAN- UP. SIGNATURE 1/03l00CITY OF TIGARD FILE _ suB NO , 98 - 0014 1 AssaulLT DATE: 1 1 /03/00 _` - VENTUR/-\ ESTI4TES SUDDI C 0 VE R _ _ . _ _ 'VENTURA, L.L.C. - N DRAWN BJS DESIGNED TRK l CFIECKED BUG COMPASS ENGINEERING $760 PACER DRIVE TIGARD, OREGON VISION /1 J TIGARD S.W.S.WON, PACEROREGO DRIVE t t/03/00 3 AS-BUILT -^- _ ��1�� ENGINEERING * SURVEYING * PLANNING 12 29 2 PER CITY REVIEW653-9093 PHONE (503) 626-2119 / /99SCALE 1 = 100 DALE NOV. 1998 C 5 �� 6564MILW S.E. LAKE ROAD 97008 10 1 PER CITY REVIEW MIUMtAUKIE. OREGON 91222 OompOesOnorlhwesi.coln (503)503 653-9095 FAX tt/ol/99 s DATE NO. REVISION PLAN 98-4237-2222 4237CIVL _ .. .»_•. f_. _. ,.. r. s F ,.»-••��- .... "ems•'- - f _...__ me". . C ` ' �, .-• � 4 ' . ._ - -_ ._ . a,..«._Y .._--..,,�. . "'-'�' j;� _ t7'ti'*s,,.. .,.k, _.'�+ .sr " .a - • ��.Y `� I a F ,s • • 0 2 6 40 t,1 14 1s • • • . 1 i • P 1 ! 1 l illy 'Ili it 111 I i II II i .: . 4- Ilil1li111111 1I11111III,111,.11111� iI111IIIIk11l (I1 !� IBC III�1 II � l I III 1111 i. 1 1; � ��` 1�5 �8t �,9 Q� � {_ A _15 6 7 �t�8ll t� :. . 4 S O 1 3l !� SI d 8 19 0 M 04 ' I: R1' Ill llikl...11111114 11111111H11 1ii1----- 11U1'IL Lin IiiiIilgI1{illlilIIMIII11111111111 1111111111111111p111111111 111111111lU111111Ni1111111,1ii1111111 M14 111101 141M tfli�iM1 11 111f�t 111141111 1g1�MI HiiAI111�111t11111I1111�iV11111 llll'i1111111111111 11111N111111111111111I1111�1i111111111�1111 111111111I1111�11111i111111I111111�t111I111t�tu e , _dap- ' °4 Wit,. ., +r I STREET LIGHTS: n1 10' MIN. ' - _� Ns, 1 i INGTO SQU R � ESTATES �--�( h "'''�-, I � � '� I � POLE 20-FOOT BLOCK D.B. FlBERGUISS CUL-DE-SAC ISLAND STABILIZATION: 1 ! I HEIGHT 16-FOOT MOUNTING HEIGHT 6" CLASS "C AC -OR - 3" CLASS `C AC 1 FIXTURE - 100 WATT (AMERICAN REV. LAWTON STYLE) CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES ON 8" OF 3/4`-0 ` a. T.L. 2200 T.L. 2300 IN ACCORDANCE WITH THE EROSION CONTROL MATRIX --,„„�,� T.L. 2400 T.L. 2500 T.L. 2800 T.L. 2700 PRIVATE STREET UGHTS: X SHOWN ON SHEET 8. THE LANDSCAPE ISLAND SHALL BE 2y SLOPE TO STREAM COVERED WITH AN EROSION CONTROL BLANKET WITH l N. _ - FINAL DESIGN PER OWNER ANCHORS AND SHALL REMAIN IN PLACE UNTIL THE ''- II -1,--,5,-,;7._i-tvs ---•--�- """"-- TO BE METERED SEPERATE FROM PUBUC ;" / -'. : ,i i__ HOMEOWNERS ASSOCIATION ESTABLISHES PERMANENT tau{ i.}t_•il.�cy;� ��uj'�'��I`�1,�P{t -ir�t �t 13 CONTRACTOR TO a. , - VEGETATION. ( ' CONSTRUCT 4 WIDE SIDEWALK -._..___ _ . _._-___ __ �__ I rr, r :s>, �; ( jM.,,e,-.+ Ik -- - - -..---- S.W. RA AVENUE __. __. __. MAILBOX CLUSTER: i PROPOSED FUTURE LOCATION _ __ _-- - - - --- - COMPACT & STERIL1 E SUBGRADE • ._._ ..-- -.. II FABRIC - - - OF PEDESTRIAN PATH may.', .� ___ - �-- 13 22 - ; 7i .+ram ryi?: ,1 G - POSTAL SERVICE CLUSTER BOX UN -- __ .,. ,�,, , LOCATION �A� 12 UNITS FOR LOTS 1, 2 AN�' ------- -- ----0-- --- LOGIiTON B : 10 UNITS FOR LOTS 3-1 . __- POSTAL SERVICE TO IN VELD ER. AND PAD AT MAINTENANCE ACCESS- . ( TRACT-it' %, / E NO CHARGE TO THE DEVELOPER. I 1 lir 1 :-RT- A27'Lr 6 --7' 1 =STA. 3+ -1 7 T.L. 7800 1 PEDESTRIAN PATH PT STA. 14+27.5 17'LT / I T 2%p"A.C. ON =STA 3+38.36, { RB-1 CONTRACTOR TO INSTALL T.L. 400 5' MIN. 4"OF 3/4"-0"GRAVEL PC STA. 14+06.15 1 ' T "NO PARKING"SIGN "Q` _3+59.72, CURB-1 ( 7 NOTE: LOTS 5, 6, 7 AND s 2 1/2" A.C. OR 4'OF CONCRETE I I .•� PER DRW. 166 CONTRACTOR TO INSTALL I SHALL NOT DIRECTLY ACCESS 4" OF P.C.C. 2 2 OF 3/4"-0 �0 PARKING'SIGN C" 1 SW VENTURA AVENUE. I ,, •'�`� ` . CUL-DE-SAC AND WEST SIDE ,... -- 2% SLOPE TO STREET PRC, STA. t3+98.CU 18.74'L T =` '` STA. 3+68.81, CURB-1 „ INTERIOR CURB STATIONING, OF SW 70TH PLACE SHALL BE r - "- 1r►11uw+ , ' 20 TIP. IFOR SEE DETAIL D/2 �� i POSTED "NO PARKING" .� -r .. „ 1' llny_1r Ivivit '- / �_ __45R / I 1•i. ��' CONTRACTOR"TO INSTALL 4Iti-A " A.C. RAMP 11 (-- �� _4\ 51 R ,-✓ " SIGN "C" 1 - 8'PUE , FABRIC CONTRACTOR TO INSTALL ADA // h C�1 NO PARKING I S 46' 102' CONTRAC 0 /� �1 0 897715 W j 8'PUE,� RIGHT-OF-WAY WIDTH VARE I PEDESTRIAN PATH OR BIKEWAY CO SIDEWALK TO BE � � � ® �2� - h N ® © RP, STA. i4+83.5 9 I 1 CONSTRUCTED WITH ; , T 19 ' BY CONTRACTOR , r ,� 1 R � 10 ,�� -\ --- =�J � I VARIES 4' TO 50' VARIES 15' TO 20' ), .5.5' .5� PRC, STA. 13+42.36, 16.95'tT CONTRACTOR N STABPROVILIZATION. f 5 WALK ^ EROSION/iS AND STABiLIZAT70N. I P = STA. 4+62.44, CURB-1 �\ p�t�+ j6g g �, \ ‘kEE NOTE, THIS SHEET STANDARD CURB AND GUTTER NOTES: _ _ _ _ - ` `� X CLUSTER I `" Q z 6"EXPOSURE ti, 1. CONCRETE SHALL BE 3000 P.S.I. AT 8 DAYS, 6 SAC MIX, SLUMP RANGE OF 1 1/2"-3" MAILBO \ ,, '\ LOCATION 9" ' N n \ NOT : INTERIOR CURB SHALLI ( o o '� C01jiRACTORTO INSTAL! .'O v, a SLOPE 1/AR/ES' 2.0X 5;1 MAX CONTRACTOR TO INSTALL- I Ir 8E STANDARD CURB R `" "' 2. CONCRETE PANELS SHALL BE SQUARE, 3/4 DEEP SCRIBES AT JOINTS 5 FEET APART, ,ti C. Q NO PARKING'SIGN "C" o NO PARKING'SIGN"C" 0.5;� 5.5' VARIES 15' TO 20' 4 = ,I �_ I z \--CI PARKINGRACTOR SI INSTALL �1�(P -'I ! EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. 14 --� 1 PC, STA. 13+29.53, 14'LT 13-00 I N� PARKING"SiGN 6 5 WALK STANDARD CURB AND GUTTER 4 SLO�MAX ' \ 5 SIDEWALK "•' - = STA. 4+77.53, CURB-1 i 11 ` 3. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006) OR APPROVED EQUAL. o 14'�` 14' I PRC, STA 14+47.5?.,2T RT \ 1 6"EXPOSURE 2� 2 OF " 0"GRAVEL _ e STANDARD CURB 4. COMPACT AND STERILIZE SUBGRADE. 23 �'23 =STA 0 90.35, CURB-1 i 4 - - -- �, T \ I 2 0% 1 3%"AC PLACED/N 1 W 0 LIFTS 12 PC, STA. 14�2752, 1T RT SL TES $' T00 =STA. 0+016, CURB-1 1 1% OF "C"OVER 2"OF B" •- T.L. 7 - - C. -- - - - I 5:1 MAX 2"OF 3/" 0"LEVELING COURSE .w.o.m er: scuE '� PT STA. 13+�9.06 16.98'1Zr P �- - - - STANDARD CURB i - PT= 12+52.8� �� _(.- - -=STA 0+39.43, CURB-1- - - - ri:,!) 5'SIDEWALK , 7"OF 2"-0"BASE ROCK, IN TWO LIFTS ACUSTIN P. GUMS MAI NTENENCE ACCESS OR TOR TO INSTALL ' ' A owc. CONTRACTOR ' -pC, STA. 13+3.5.69, 14'RT _ I 2"OF 3/"-0"GRAVEL DEPARTMENTENGINEERING K. T.L. 7200 NU PARKING"SIGN 'C" i -+ ---- I FABRIC IF REQUIRED +»n%"-'"LL rxw- °T p1®' T.L. 71U0 m = STA G+00.0'J, CURB-1 I I , `_-.. (,�';°°„o_"',', PEDESTRIAN/BIKE PATH 66 I. Q ! I 1 3/"AC PLACED IN TWO LIFTS FORMED&COMPACTED SUBGRADE rwa (swl eearn� MARCH see Pik, 12�� ' B I I 116 1 I 11/2"OF C"OVER 2"OF B" CITY OF T1cAao „ ,x c rz f lo�[oa i 1 I Chi 3 - - 4 • / f 2 13 ' 14 15 ' 2"OF 3/4" o"LEVELING COURSE �L PT, STA. 11+50.65, 14' 7 L3 t� 2 1? 7"OF 2"-0"BASE ROCK, IN TWO LIFTS CONTRACTOR TO INSTALL COMBINATION " ' -00 I CONTRACTOR TO INSTALL 2"IWDE I{1II1E THERMOPLA C STOP BAR(2 PLACES) DURA-STRIPE 120 MILS THICK OR EQUAL) I I FABRIC IF REQUIRED NOTE: 11/2" "C" TO BE STOP AND STREET NAME AND C, PARTING" SIGN "A ! ( LOCAnX CLUSTER STA 0 t00.00, ACCESS 1 PLACED AFTER C LIFT IPC, STA. 10+61.00, 16'LT ' j4PCL1+� .65 C3 j r PC, STA. 11+50.65, 14'(lT LOCAl1�N A" STA, 13+13.40, LOCUST I FORMED do COMPACTED SUBGRADE CONDITIONAL ACCEPTANCE. NO NO NO I ______-- i NOT THE �MEUAYBEGINAPERTO t6WiDTN pl STA. 11+39.00, 16LT - F (GENERALLY SI4EN 90.E PARKING PARKING PARKING 03 - - � _ `V - l - CUL-DE SAC SECTION MATCH CURB LEFT w I j' O I ,�' ` END CONSTRUCTION III! EL. 295.81, TC i {,� -� -_ �i c"„ o I STA. 14+01.40 SCALE: NTS 2 �s �� START CONSTRUCTION , - - + 8 - . . . ... ... . ..._ ® _ 589'27'1I"E i 1 . --- _..STA. 10+00.00, C- --- --- ' - • I --- -1 +-' I MATCH TO EXISTING PAVEMENT C8 _° o ^� C7 U 'X "A" "B" "C" T.-, -__ + X -1 _ N89 49�39"W_ �_ - `!o -: --- - -- 1 NSTALL STD. TYPE IiI BARRICADE 12"x18"SIGN: RED ON ANTE BACKGROUND 0 -'- �'' - _ PROVIDE SIGNAGE O BARRICADE T -I - v' i 1 'r - n - - �' CiAL "STREET TO BE EXTENDED IN FUTURE"---_---_� S.W. LOCUST ST. ,;, _ _ ��N INSTALL COMMER "TYPE FACE Cg I ��`� '__ , i DRIVEWAY APPROACH _-- -- ---- --' �/� - © PER STD. DRW. 142 1 • PARKING SIGNAGE -- MATCH CURB RIGHT __ _ _ 1 ;v LOT 17 SHALL o / PT;STA. 11+41.00, 16'RT o SIGN: 12.5' 12.5, ACCESS LOCUST ST.� 1 EL. 296.66, TC - 1 Irk W 1 I ro �, ; "PRIVATE ROAD" �11. 11.5if- NOTE: ALL UTILITIES, INCLUDING SCALE: NTS STA. f 1+09.65 701N AVE. Lor 21 s►vaL EXISTING, SHALL BE PLACED 8'PUE , BEGIN TAPER TO 16' WIDTH i © ACCESS LOCUST ST.I { I 1 i UNDERGROUND. �,8'PUE 46'R/W '� STA. 10+03.50 ( Sa" > u z I STA 11+00.00, LOCUST ST. I , PC, STA. 10+59.00, 16'RT ` I PC, STA. 0+97.05, 11.5'RT 1 16' 16'S PC,STA 10+68.65, 16'RT PT, STA. 1+23.05, 37.67'RT PT, STA. 0+97.54, 11..0'LTA- I R i I PT, STA. 10+68.65, 16'L T je 15 2 ' 1 EL. 318.28, EP _,_ _ _ _ _ = i��__ PC, STA. 1+23.54, 37.33 LT 14' S.5` 5'� ---ti II' I I I �413 EL. 318.93, EP I .5� 5.5' 14' +'3 12.5 / 12.5 EXISTING P014fR TO BE FOR CA TED. 22 21 17 i 5 WALK �P� 'r - - . = 0 5'WALK STANDARD CURB AND GUTTER SEE ELECTRICAL PLANS i o �� 11.5' / 11 5 UNDERGROUND DESIGN LAYOUT - e ~ - - - RVICE TO EACH LOT PROFILE 6"EXPOSURE AND SE 2 0 P 42, STA. f+23.58 44'LT is 9f DEDICATED RIGHT-OF-WAY i 0 STA. 1+23.01, 44'RT I Qc3 � � POINT 1.L 102 I START CONSTRUCTION EL 318.35, EP °Q ►-i z EL. 319,00, EP 2 0� 2.0� 5.1 MAX I • 000 1 STA. 10+33.81 -'�, - - -- - �t STA. i+41.58, 44'LT 5 1 MAX 3�57� 35-�� $ 1 � 7 O T.L. 7 EXIST. ACCESS EASEAENT 44' 4 q I ( EL 319.00, EP _ MAX `-/ I T.L. 8�U OF LOT 701 BENEFIT ( _L - - _ -- - Q STA. 1+41.01 44'RT ;1 ! I P� 5:T MA 5'SIDEWALK r�q+ EL 318.35, EP PRIVATE I �� %i''`tii 2"OF 3/4"-0"GRAVEL STREETLIGHT FABRIC IF REQUIRED ''` r% 1 -� - - - - - __-- - - - 4 1 i Q 3/y"AC PLACED IN llit7 LIFTS I FABRIC iF REQUIRED 31/"AC PLACED 1N TWO LIFTS 1 INSTALL STD. TYPE III BARRICADE 1�_ I I 11/2"OF "C"OVER 2"OF "B" NOTE: i%2" "C"LIFT TO BE 1/2"OF "C"OVER 2"OF "B" PROVIDE SIGNAGE 0 BARRICADE } ACCESS I FORMED dr COMPACTED SUBGRADE "STREET TO 8E EXTENDED IN FUTURE" ' EASEMENT I 1 I PLACED AFTER CiTY'S E JD PAVEMENT 2"OF 3/i"-0"LEVELING COURSE FORMED AND COMPACTED SUBGRADE 1 I I NOTE: ONE SiDE OF THE STREET PLACE ION T ACCEPTANCE. 2"OF 3/4" 0"LEVELING COURSE • I ? ?.6 . S A. 1+41.29 I SHALL BE CURI-FD NO PARKING" 7"OF 2"-0"BASE ROCK, IN TWO LIFTS NOT THE SAAlE DAY. i ALONG THE SEGMENT WHERE THE (GENERALLY WHEN 90� I MAYEBE PLACED BACK TO BACK 7"7"OF 2"-0"BASE ROCK, IN TWO LIFTS I 19 18 CURB-TO-CURB WIDTH IS 28 FEET BUILT OUT) 122EXISTING PAVEMENT 94-GGT.L. 300- ___ -___ _ _ -- - - T.L. 7t!1 j j - - --- i -� - - ^ �� I SW. 70TH PLACE STA. 1 1 +09.65 TO STA. 14+00.78 T.L. sl ag T.L. c10 T•L, 1400 T.L. 302 I PRIVATE DRIVE - TRACT "B" TYPICAL ROAD SECTION B T.L. 1002 TYPICAL ROAD SECTION I T.L. *1005 I I I 2 SCALE: NTS I 1 I I I i ' SCALE: NTS 1 i CURVE TABLE CURB RETURN GRADES 8'PUE), _ �,8'FUE / 50•Rey CAP UNIT CURVE RADIUS LENGTH TANGENT CHORD BEARING DEL TA Cg SW OCUST ST9 00, 16'RT C8 SW 70TH AVE 0.65, 14'RTFINISH GRADE CI 166. GO 58. 45 29. 53 58. 15 N80'05'07"E 20'10'28" 0 TC = 296.41 C2 166. 00 59. 53 30. 09 59. 21 S80' 16' 19"W 20'32'52_ TC.c = 299.0874 4 rc. = 29750 DE 1/4 TC. = 299.74 / 20-INCH HiGH KEYSTONE WALL � 1�2 TC = 300.73 1��2 = 298.31 STA. 14+63.96, 15.57'LT = ib' S.5' ��,3.5�� C3 166. 00 46. 59 23. 45 46. 44 SO8. 12'48"W 16'04.53", 3/4 TC. = 302.73 3/4 TC. = 298.83 16 is C4 166. 00 46. 59 23. 45 46. 44 N08' 12'48"E 16'04'53' 1 TC. = 303.53 1 TC. = 299.07 = STA. 1+91.96, CURB-2 /3.5/ 5.5' ` 5' WALK PT, STA. 1t+39.00, 16'LT .. 5 WALK I STANDARD CURB AND GUTTER ��P CS 40. 00 63. 09 40.26 56. 75 S45'21'33"W 90'22'24' PT, STA. 10+68.65, 16'LT SW LOCUST ST. STA. t4+35.80, 2'L T `�' EXISTING CURB � C6 25. 00 39. 27 25. 00 35. 36 N44'49'39"W 90'OO'00 SW 70A!AVE = STA. 2+24.30, CURB-2 �'�'-4- PROFILE 6"EXPOSURE NEW 4'SIDEWALK - . / EXISTING BANK 39. 27 25. 00 35. 36 N45' 10'21"E 90'00'00 C7 PC, SPA. 10+61.00, 16'LT CO PC, STA. 10+68.65, 16'RTPOINT 1 MAX I Cl 25. 00 LOCUST sr SW 70TH AVE STA. 14+02.78, 2'L T 5 1 MAX 2 0Z \ 3 125.E 2.OX 5: • _ C8 25. 00 39. 27 25. 00 35. 36 S44'49'39"E 90'00'CO" rC = 303.53 3'i25%_ _ �-� __'__ � � TC. = 298.38 4 IC. = 302.U6 = STA. 2 t 57 32, CURB-2 - 1 S'1 MA 1 ?j _ r i--- ""- C9 25. 00 39. 27 25. 00 35. 36 S45' 10'21"W 90'00'00" 1/4 TC. = 298.61 / IMINKELIE - ' - .61 1/2 IC. = 302..06 P! 5.1 MAX COMPACT UTJiT 1�2 TG - 298 r .. 5'SIDEWALK '�9F �-`J C10 25. 00 39. 43 25. 16 35. 47 S45'21 33"N 90'22'c4_ 3/4 TC. = 297.56 ,)/4 TC. = 299.41 r 1 C1] 44. 00 15. 09 7. 62 15. 02 N09'39'08_W 19'38'S8" 1 rC. = 296.41 1 TC -- 299.09 I� jrY2 2'OF �" 0"GRAtEC 14'LT PT, STA. 11+41.00, 16'RT SD �, C12 41. 00 93. 63 89. 65 74. 57 s45'S6�46"W 130'50'45: PT, STA. 11+50.65, SIDEWALK SECTION PROF __ SW LOCUST 5T. STA. 14{00.78, + C1 FABRIC IF REQUIRED 3%"AC PLACED IN TWt7 LIFTS (..:7: �fJ/ C13 25. 00 9. 09 4. 59 9. 04 S79'02'33"E 20'49_24" SW.OTH PLACE ]%$OF C"OVER 2'OF "B" NOTE: 1%" "C"LrFT t0 BE •C14 25. 00 24. 18 12. 50 54. 36 NO0'S8_51-E 86' 15'37: C10 SPC,W 1 111 PLACE4'RT 4111 = STA. O+C0.U0, CURB 2 '1� SCALE: N{S 1 OF( ., - SW 70 = STA. 2+60.46, CURB-2 d FORMED&COMPACTED SUBGRADE PLACED AFTER CiIY'S 4. OU '45"E 286' ]5'37: _ 2"OF 3/"-0"CEVirL/NG COURSE CONUIiTONAC ACCEPTANCE. 51307 C15 45. 00 224. 83 33. 75 5 N62'32 _-_ TC. - 274.74 STA. 14+02.78, 2'RT C16 36. 00 32. 18 17. 50 31. 36 N64'S3'21_E 51'28'48: l/4 TS = 273.53 7"OF 2.-0-BASE ROCK, IN MU LIFTS NOT THE SAME DAY 34 J7. 35 31. 26 N64'48'42"E 51.28'05" 1//2 TC. _ ?71.96 =STA. 0+03.14, CURB-2 (GENERM LY WHEN 90x �"�L��Cl? '`�`'`- 36. 00 32 _ - 3/4 ITS = 270.70 BUILT OUP) oREGON I C18 25. OU 123. 45 19. 91 31. 15 N00'32_45:E z82_56_lo: 1 rC. = 270.43 STA. t4+35.80, 2`Rr _ 36. 00 32. 34 17. 35 31. 26 N63'43'112"W' 51'28_05: PT, STA. 13+99.06, 16.98 RT = STA. 0+36.17, CURB-? SW LOCUST STREET - STA. 10+00 TO STA. 14+01 .40 ''��y 1S' ��99 C 19 - -- _ C20 2. 00 3. 14 2. 00 2. 83 S44'27'115_E 90'00'00" SW 70TH PLACE 0+97.54, 11.50'LT 5TA._14+63.96, 15.57'RT SW. 70TH AVENUE - STA. 110+0 TO STA. 1 1 +09.65 pop R. IOC C21 2. 00 3. J4 2. 00 2. 83 S45'32'45:w 90'UO'00" C22 PC, STA. 0+97.05, 11.5'RT C23 TRACT "8 = STA. 0+68.51, CURB ? C22 26. 00 41. 01 26. 17 36. 89 N45'21'33:E 90'22'24_ TRACT B" _PT ' 9'37'36' 0 Cl'. = 314.90 0 EP. = 3/4.94 EXPIRES: 06/30/2001 C23 26. 00 40.67 25.83 36. 65 544'38 27 E 8 1//4 EP. = 315.89 1/�4 Ep• = 31 34 STATIONING TYPICAL ROAD SECTION0 SIGNATURE DAiS: 1/U3/00 3/4 EP. = 31784 3/4 fP = 318.49 INTERIOR CURB ' 1 As ,.., 1 EP. = 318.28 1 EP. = 318.93Z SCALE: N1 S T STA. 1+23.05, 37.67 RT PG, STA. 1+23.54, 3733'Li SCALE: 1" = 50� STRE E T PLAN P . 5 B 1.1 1 L. 1" TRACT"8" _ TRACT B" DATE: 11 /03/00 _ - --- VENTURA, L.L.C. VENTURA ESTATES SUBDIVISION N TIGARD, DREG „/o3/oo AS-BUILT TRK CHECKED BDG COMPASS ENGINEERING S.W. PACER DRIVE DRAWN BJS DESIGNED , ON 01/21/00 3 PER a TY REVIEW NOV, `�� ENGINEERING * SURVEYING * PLANNING �EAVERTON, OREGON 97008 -- -- o,/os/oo 2 PER CITY REVIEW SCALE 1" 50' ITE v998 R lo-•' ' (5031 626-2119 s�E 503 653-9093 PHONE �� 8564 5.E. LAKE ROAD 11/03/99 ;ill PER OFf REVIEWMILWAUKIE. OREGON 97222 compossbrtorihwgl.com 503; 653-9095 FAX - "LAN 98-4237-2222 4237CIVL10 sDATE wa REtiISiON - - • • 0 2 • ' 6 10 12 16 _ 1 '� • . t i [( L ! I I ► II I II • �� '�� 1 ��1€.��F��tl II1,�11 {Il�� l��f{� ill�lli lII� �I II��I 1!lI�I1 i{II�� II��I�� Il�� (Il��il :- - �t. 1lI��I IIIIIII 1111�II Iilllll � IIIII ; : :IIII llllll IIIIIII 1111I.1I ll11111 illlll� I IIII II IIII III1111 '.IIIIIII 'Ilbllll (I�IIII • I T > $ 171 1 , 9 11 121 3 7 S D 3i �➢ 0 t 2 3 i t 1!;[ ,.i fii ill l�iti�ltllif -IMP I�W1111N 1rnlrrrl 1111 1111 11 I ilil I IMA�irMiamilmeani'1n111 N.Two1i1�1 um timiffi illlftlii I11' °' 111I11liNUlilllllg1i111i�1iN11 Tell 1111111 111111111141 NIin1111111 111111ldfin1lllllllllTuh1N111 1i11I111111iu111111l11i111N111111111111111 lndlli111111141111k�1111111411111A" i ,- • - .• r^.- ,,, PVI STA = 12+30 LOW POINT ELEV= 299.05 PVI ELEV = 304.93 PV1 STA = 10+82 LOW POINT STA = 11+36.12 A.D. = -4.66 PVI STA = 10+73 PVI ELEV = 301.26 PVI STA = 11+50 K = 21.44 A.D. = 11.58 TA = i 1+30 PVI STA = 10+73 PVI ELEV = 298.40 PVI;STA = ]0+23 PVI ELEV= 29.8 PVI S - 900 ._ ____.___ _-_....____._ __._._____ .-.-- _ _ _____._._._____------------___._.___ ._ .___._.__.___.,________.____-__ _. --PVI ELEV - 299.09 _ _.__ .00 V P 65 ,... _ �' VI ELEV 296 ' A.D. - X =. 3.46 _p VI ELEV= 298.89 _.._--.� __...._ .. _ K = 21.7 `_.M-__. -.�--��_� �.�_�- --L ___.._._.____. PVI STA - 10+23 = A.D.AD � 11 16 - 7 A.D. - -7.06 1 A.D. -2.48 I( = 5.37 A.D. 3.75 I!!. . - PVI ELkv = 296.35 _ K = 12.27 , i �; - 40.00 VC I K - 21.77 ! 54.00 VC I K = 5.66 A.q. = 3.98 __ K 11 -�•-5 00' C + I _ N I _._. .._ _ � >J - _ ._._ to N w O N _ - ` O O i 320 \ S O O � � U � _ O ,^ 1j \ .. I 0 ^ O O W w 1 + I'- \\i N O N O + 0 0 0 + O O O O 0 .� N N ^c'ri M �1- O + to -I (ii L.I ^- N U V I .. Lli Nlaj In Li] - 1.O .--•---•- ---•---------- _ -_ - -U GI 43 ,AI m > CO Li- _ __ _ - -- . - �, _,._. �- N LOW POINT STA = 13+93.72 1 > > > > > > m d +3.5U m > m CO _ _ \\s> ww m > > PVI STA 14+00.78 Ib m 1 ,l o - Et ; m 1 Li w PVI ELEV;= 267.90 EXISIINGI GRADE 0 STREET CO PO /�' ti FINISH GRADE 1 ��' 1 (I) a � �RIGHT GUT 1ER �,3 00% �� i A.D. ; 25.50 _ -FINISH GRADE ®S TREE T - -_._-_ _..--.---.--• _-__- y AND LEFT 10P OF CURB _ 3 _� 300 �► M �N o Q cn O� 1.7 1 �: !� FINISH GRADE A STREET I + a5 I --- 3 00% -3 00� ka o O Ito AA i N '-.----80.00' VC----= I I .. + II U EXISTING GRADE 0 STREET \ �\ 11 4 f - -� k5•4$ a W ' +1.50q N � 4CS.i o W SEE CURS ›- • O RETURN tri v 1 1- i ►a- wlCt r a _____-_--- _ __ _. _ _ _- . _-_ _ -_.. _ _ DATA ; Lij f{ w _ ;LW w � Y Y 1� -._....a . - o, �' __ - - - I trCO 03 co �; o m N ,v a W tow ! +r ct ON �¢ O , `,?00\\ � Q N U N V 4 C� HI O O I I c� i W 8 '�'_' { c� Q If\ ,�, Ks- w w o o -- - 28U I ..__� �„ h o - + LI � O - ---_ O+� 'z 00 + n O _ _ . 28D i "�o U +O O O p0, E13Wxx Oa U O.O N + � aN ! �, ivi O u N °p ~ O N N oo I oo V)w a' T,, a 0 :co _ E. Io ._of a w CO + ':' ,/OS 9 , 1Q- to I ~ 1-_i N '� ¢ N IcoNn 1� ^ v 00 i O j I c c�7 G i^ v, to -i - cn V) �w 00 U In w °i N o 0 o i I �, W u ��,, II w _10 r: rn ,c r., I '") I DA7 UM ELEV i cn cn4, a w I \��_ �JO�° I N I N ,270.00 11+00 _- --r 1h DATUM ELEV I 10+00 00 - -___ _ __ - - -- -__ --- - -�- _ - _ , x i1+00 12+UO :(nos.05 . ......*._._ 270.00 g+00 t U+00 STREET STA. 9+97 TO PC STA. 10+59 c a. 4 W d S.W. LOCUST STREET S.W. LOCUST STREET m. tt CENTERLINE AND LEFT TOP RIGHT GUTTER PROFILE ----- ____.. r___._-_ _____ _ _---- ---_---______..__ _.___.__....__._ ..__ _---_- ---_____-_ „ = 50' HORIZONTAL 3 ___...____.._,_._.. . j OF CURB PROFILE0 SCALE: 1 „ , I i SCALE: 1 " = 50' HORIZONTAL = 10 VERTICAL ' I rn to .�_ 1 " = 10' VERTICAL joo fa, 0) 1'a- �- N o I ' iv- '"� i� a . r. t� In to i� ICNI00 N cv OioNN N � t DATUM ELEV I 13100 14+00 • 250.00 9+00 10+00 11+00 12+00 HIGH POINT ELEV = 281.04 HIGH POINT SIA = 1+02.20 LOW POINT ELEV = 270.22 • PVI STA = 0+44 PVI STA = 1+03 LOW POINT STA = 1+88.45 • • S.W. 70TH PLACE PVI STA = 1+68 CENTERLINE PROFILE PVl ELEV = 272.24 PVI ELEV = 283.50 PVI ELEV = 27U.00 A.D. = 16.18 A.D. = -39.44 SCALE: 1" = 50' HORIZONTAL K = 4.20 K = 1.27 A D - 22.57 1" = 10' VERTICAL HIGH POINT ELEV = 280.84 --- 45.00 VC --- K = 1.99 HIGH POINT STA = 1+57.46 LOW POINT ELEV = 269.5d ' L04V POINT ELEV = 270.38 LOW POINT STA = 3+01.04 68.00' VC---.--1 50.00' VC -o PVI STA = 1+57 300 _ LOW POINT STA = 0+33.94 PVI STA = 2+67 PVI STA = 4+42 _ �^ 1ri PVI ELEV = 285.31 _ �- PVI STA = 0+41.01 _ 7 PVI ELEV = 269.06 PVI ELEV = 271.14 K, + w PVI ELEV = 267.91 A.D. - -29.7 A.D. = 9.51 ^ 00`-- -- PVI 4i PVI STA = 1+00 K = 4.03 A.D. = 15.96 - °p N 0 A.D. = 25.50 K = 5.01 ----��- _ K = 7.36 `J N > m ELEV = 315.12 _ --- l" > • --- K = 3.i4 , : --- _- ...._r0 ' _ ..... 1 I 1 _ ci - cii�,; `� A.D. _ -4.75 300 --------- _._ -- - 120.00 VC ; i_' -70.00' VC ^ �.__ __ _.__ _____ i 80.00 VC l„W Q W o v� K = 8.42 , PVI STA = 0+37 80.00' VC `�' 0p m `Ym o 0 m ----____1 PVI ELEV = 307.87�' 40.U0' VC 0 0 ^ EXISTING GRADE v - - N W o N EXISTiiJG GRADE I Y ®CURB ' A.D. = 9.51 ^ o, ®cuRe - - m N N O - --- ---- + h w p > > O U U Y -1 W ' K = 3.16 ____ ---_-_,o �, • -_.-. -__o o N - --_____ •N N• N• N N. N 'a c., m + 280 j ¢� __m m ___ - -O��o / I t? t I� QO t� V Li I t\ t/l Lil t� ��' • CO Li 1-.:.-_,- 3U.00' , o tii v + N v v ((( > j "' r.; r: "' + o Ci j ›. o x �� \ I i Ct o; VC _ r _, EXISTING GRADE ®STREET m • o Cd i.1 r o m -� rit,, m > Lo + CO ''1- �v w W El ►Q- \ / `g \ q 1ri 4 > > •I . �� m M N 0�* SEE CURB RETURN DA TA W W / I \ v w �i - I0 C K. o > v \ FOR CURB 10, SHEET? I N �i >tr3 > i y _� l •U l%- I 1.O31 ~r ____ 47) • N II ,� "�' o; cri L.i 2$0 \Ill r I \\ 4.1 L" k1 FlN!$H GRADE® �s ' �_` 11 t-> N p o �i i / FINISH GRADE e° / I TOP OF CURB . Q^ Lu w r: r•^ .. M / �� TOP OF CURB 9 j N 320 "Y Y Y > i Q ; .----_as. / i N N N - 1r v • • ¢ ¢tc U 4; w w - •--- - -�„i 616°Jo - - _-r�'- kCD. N. m 1 , h J; IN 7 .......,„ . 10,1 1 _ C^o'U --cca"):INctg..,....c.) o p O O i S 9 I � � '" 260 -----(); � ui - In cti U �U h tica o +�_. i•- .� o o� cv r Hi � oao1•__ Itli8c\i"IN: •�• v-otL ¢¢ ,,�� )° i � � � •� li I_ O }� OOO +� cepcpNo0ir•jr7 � N NN¢ �-r\[>_ �'. •\\ LuI J; 10 rn -� o -r\ + vI� O `! ► a^ '�ELS 0;NN 1 +v' .Qv, �_ci �'/ � poj i F- J ' ^II1] ►� ~-. Q �N Q tiN Q Qom' F ^O^ N �^ �N t~/J II NW Et '+ '� 1 ` cp i n -' OD• m co OC y NNW 1- F-r r~n En!-Ls ~ F--� N N !eL ¢ I 7 I ti t\ ti N N to W (n ✓1 W `L `L `; Q • �N it-,--,W ct -3-139°i 2.00� O -t=� N lk I - _...- _ __. _�. j - I N __ �J i • O lr cp i 1 ._ �- N I 1• II1 oj' U N CTl _-. _N Vl W In (n W FINISH GRADE 0 STREET `1 rn in o ~"T `r �+i Nv `* ' �► r"D, +� j +� i ¢�+ Q I + � � In vi ._Ki � +�- Ici �'h :^ :* min �-.; C�� * °O• + 1-r-� .t 1-r\ p w ^ O ti^ + Q'�• ^ `f 7 '� i. '�� of Q N `r N N •¢ to N 1! 30o I '" _ N O �o to �N rn � " + N� r•+j ti� j �O M+I O ti Li Q W 1 I J F- V-i Q O rcNi + ►'� to N of to r-.�. . . " Im w � QWvl QJ ¢ ONN VN � ,�J IIV� QN• tnQW 1 I1 I Ip. r_ w I- Q U _ ___ I- �-1 to 4W '� Q W tiW�Q __. ___. ___.. _- _.. -.._ __N ; a W - -_---- .. -- --.-, __ __ _._.___ _-__-__ �, q W D�17'UAT L'LEV '-1 240.00 0+00 1+00 2+00 -------•----- M a ••_-__-.. .--.__...._-_----- ..-- - -- ---- i --.---.----- CURB-2 - + o� . I tn oo 'v +oo TOP OF CURB PROFILE0 i ;0 1 DATUM ELL 2+00 31 GO 4+00 SCALE: 1" = 50' HORIZONTAL In In W 1+00 o iv: 0+00 DATUM ELEV 1" = 10' VERTICAL K' I 280.000+00 1+00 2+00 CURB-1 4 ��0_p f f TOP OF CURB PROFILE 5 ��' HfF� oy �� 51307 l SCALE. 1 " -- 50' HORIZONTAL 3 TRACT B PRIVATE ROAD 0 1" = 1 U' VER1ICAL 1 --*�1 ‘ /N61- /'------ CENTERLINE PROFILE a11EC0N g � '1'4' 13. 9 �Q- SCALE: 1" = 50' HORIZONTAL 1" 10' VERTICAL U R. KNEP EXPIRES: 06/30/2001 SIGNATURE DATE: 10/19/00 1 AS - BUILT 1 STREET PROF !LES , ___ _ _, _ VENTURA, L.L.C. VENTURA ESTATES SUBDIVISION _. _____________ " COMPASS ENGINEERING 1 1'11^.1111.1.. ►.► •.11•1111� II:1• I , ,u' , , ,' " A, VENTURA, B.W. PACER DRIVE- , 1�1(3AIiU, V(tCGVN �a 111 11,MI 1 /11 1 11M 1 ,/JII/n» J 4v411t11u1vNw All •I" 1.11' I '"li 11��, 'flint it . ` , ) . rf'Nli1NC111N(. A !"lUIIVYINt A TI'IANNI IU BEAVER1ON. ORF_GONATOO ...y...... .. ... .._ . _..` . • / h11� VI; •IIY� S•111n1r tQ1U31 BZd-:Z � 1V .....�.�_. ...._..... .. .._. .. 11/03/.1.1 1 1'111131YIIIVNW nnn/ nt IAPI' uII•11 • Weil WA111•II. 1•111111111 WPM M.Hu1•.H.M.....Il,w..l a..1.1 Ih11% hhi tluah AN IIA11 114I. 111 VI'IPIII .. .• - q-' -.__..--,._ - -r. .A-•^.+a,�. ac ..gts y + 't yr. : '• . • • •s . :r • -,.,•:+•r+.• (` • I. . 1 1 .jrt 411 I I { II ' I 111 1111 1rII I11 I1 I1I� 11I 1 1 11 1i 111 1111/11 E11111/ 1111111 1111111 1111/11 .111111 1111111 111/ 11 IIIII11 11111 1111111 1111'111 It11111 11I1111 II , I 1' 1111 1 I II 11111111 1111111 1111111 III1 IIII 111 I111 11 1� I1 I1 I 1 III11 111111 illll 11 1it ,�, ( _1� tt tt�5 '�� 8 9 Q� 7 �►i �``S d � . . . '4 5 11 J�i t� 0 3 +� 5 �1I T +� 9 0 S . It ll: l�l' I1t i(1111iT1141ttlt i14ft1ItN IItf111�11q�11111111111i1rI111:111111111I�II tiii�1il11tiU1Hrt1H11 11 rtl ilu1t11y111111�114111t1i 111411ifh1111111111111111 HI, 11!!!!11{011�111 1U11111 A 11 11111111111114i11111111111111 tm�111r111t11lIIII1111h111111r11It 111111tit11p11 1Ui11111t 11111111111111111111111111111N1tU1�11n11u1111111ri11t11111Ii11�INi�ila -1�� i a I 1 or _ II ____ � I 1 I I I I J .,,. .., . I 1 I I I • _ __ _ - - ----- - _ _ _ �N PLAN VIEW GRATE �`�, } 1 YV A S N G T O SOU U R E E S T /a► T E S NOTE: ----- 2'-5'so. ---!�--- -- `� 1 GRATE: WELDED STEEL z I I I I UNLESS OTHERWISE NOTED, THE STORM DRNN PIPING MAY BE DROP-IN BAR GRATE(ASiM A36) 1. ASTM C-14 NON-REINFORCED CONCRETE PIPE. '; J\ OUPUNG LEXIBLE •END BARS: 1/2"x 2" T.L. �200 , CROSS BARS: 1/2'x 2"02"O.C. T.L.T1. 23002400 T.L. 2500 T.L. 2d00 T.L. 2700 2. HDPE (N-12) ASTM F-405, 867. 2-I/2 +BIKE STRAPS: 1/8"x A T.L. 1 + 16,000 LB. UNIFORM LOAD CAPACITY 1 STM Ulf 10 t SW 01 . w A--"------...., -- --_ 3. ULTRA-RIB, PVC, ASTM F-974. ' -� �'�' I i STA. i+OO.UU, SW 1 - -�- --- 4. 3034 PVC STA. 0+00.00, STM 2 �"`"'`ST.1 00.00,O I -- S1A . CLEANOUT---T 2 - "- WSTA. 1+W.00, S1M S1A. 2+00.00, STM 2 5 STM - _ -- THE SAME MATERAL SHALL BE USED BETWEEN STRUCTURES \ •- UNLESS OTHERWISE NOTED. 6" ra SEE PLANS 9' PVT. STM 2 , , --..T -- ,.,------ .-_ ._!� 7 ` --- S.W. ENTUR AVENUE - -----" '� - -- - C. I. NO HUB FOR SIZE REO'ED W ALL STORM LATERALS TO BE WHITE IN COLOR. BEND STM OUTFALL 00 RIPRAP 1 - _ s w- w t w w XI 6"0 WATER 6 C.I. BEND • STM 1 ' - Z. - ---- --- . .. .. ...__.. SlA. 0+70.D0. - -- - - -- �-• - - ------6- . IS LESS _.-- _ �. N COVER __ -_�_ __ _.. __ -_ -_ -- - EON CATCH BASIN LEADS WHE C. 1. SPOOL 5 CY CLASS Z00 RIPRAP .,.,� 11 = -- •�"'�"--"C� ji -- -- 900 PIP E T. G �o - USE C -- -- -•. THAN 3-FEET. i 1 STM CLEANOUT _-. __ --- ------_-_._ - _ ---- -� Tr / SrA. 2+42.00. S111 2 �� LE ELEVATION ----- - TRACT A jo +L� ! , 10p LF 6 m S1M 42 LF 6"m 100 LF CO STM 5 firsina�„�,r.�,�,��.e �� FLEXIBLE COUPLING 1Z0F, I-' _ -- --- --- - - -- ---' \---T--1- spl i+9 5LF4"0RD - 0 II ASREO'D. - STA, 0+40 ID SlA o+858 ' 4"x6'TEE 6'DEEP 1 I I STM 1 � 1 ® 4"x6' iEE i 4"x6"TEE 7 STA. 2+40 I -------2'-0- ! 1 , / 51f 4"0 RD 1 1 N 5 LF 4"0 RD I 6'DEEP `" STM CB 3-4, OVERSIZEJt38A077C1 5•�4"0 RD T.L. �L01� NOTE: �q� WELDED 10ga �t .� \\ T.L. 7'000 1 T DEEP ` \ STM CB 3-1 ($SA075C) ui W►AI RECESSED CURB INLET 7'DEEP MILD STEEL, COATED ALL SURFACES PIPE ZONE AND •`�� 1 CURB STA. 3+01.03, CURB-1 PRIVATE STORM LATERALS 2, 4 AND 6 SHALL BE IMTH ASPHALTIC PAINT. BACKFILL MATERIAL I `�` @, CURB STA. 0+37.51, CURB-1 N TEE STA. 2+05, STM 3 1 CONSTRUCTED TO UNIFORM PLUMBING CODE REQUIREMENTS. I a TC. 270.40 I TC. 269.50 8 1 SEE PROFILES FOR DESIGN GRADES. AS SPECIFIED l OUTLET STUB: FOR NO HUB 1 �� RIM:269.78 1 _.RIM: 26864. I INDICATED PIPE(SEE PLAN). TEE _ I.E. ELEVATION 1 ,,, V 267.36 �, -- IE. OUT 266.40 I CONNECTOR, SIZE AS REO'D FOR 000101110 ALE // o IE. IN 267.56, 4 0 SUMP: 264.90/ - \` WATER OUAUTY SW "' IE. OU1267.16 PIPE NA. AS SEE ABOVE SEE SECTION 0 / 32.96 LF 12 0 SiN 0 S=3.00% FOR ALTERNATE 1 ,SUMP:265.66 /- -^� STM ACCESS PORT (38A0781'' 1 SHOWN ON © �N T3.00_LF t2 0 S1M___� / \ N PLANS CONNECTION I // STA. 2+06.6 -STM 3` I DETAIL 2-FOOT DROP WITH 1 C.Y. 1 3, � � 0 5=17.31% _ _ � °�°� � � C. CLASS 50 RIPRAP 1 Oex I ' �� i `- STM MN 3-1 48'DIA. CONC. (36A0791A. rr• - TA. 2+70.00, STM 3 1 1 A 1° l l? '3'4, •/ter+ o I {�` S CURB STA. 2+02.76, 5'LT A I M• C gTl OUTFALL 38A0T3Fb. (CB 6-1 , PRIVATE) 3 e !;. , • _._ 170 LF 72"0 DETENTION PIPE OUT OF MH 9 i �f x i�E uu STA. 0+50.00, STM 7/1 Z _ i i 7 LF 4"0 RD ATCrI BASIN v, o5 CY CLASS 200 RIPRAP �`� 1 • �"� -- 3 - ' '---\! !! �_= . " " ' 4'DEEP = 4�G' I� , ° ;1 , I iOUTOFCB. I�� \`� SCALE: NTS MN 1-2 CONTROL (36A0 /- , FABRICATED PLAIN STEEL STUB CONNECTION (TYP.) S �,� --20 LF 4"m RD � STM 3 CB-2 c: STUI STA. 2+20.35, S1M 1 \ ir +� 9'DEEP ` N. /; . STA. 2+61 PLAN 1 STA. 1+00.00. STM 3 _ _ - - -,,- - �7. ISTM CB 3-2 t36A0TBC1�`-- � OUT OF DEiEN. VD T I 13'RT'-'r 45 IF 4"m RD W I SCALE: f = 50i = STREET STA. 13+66.04, 21.92 L T , ! STREET STA. 13+34.69, _ - "- '-t© Z 1 I o 4.85 ! 6'DEEP 1 NON SHRINK GROUT PRECAST COVER is ~ v I RIM:2274.25 STA. 2+09 10 \\ 1 RIM ELEV 70.81 f STM CB 3-.1 (38A074C1 STA. 2+73 ® 1 OUT OF DETEN, \ - -f IE. IN 270.55 50 LF 4"0 RD v' I CURB STA. 4+59.56, CURB-1 - I 12"x4" TEE I � IE. OUT 270.35 o L TC. 273.47 _- I 22 LF 4"0 RD 1 - .-00 I SUMP: 269.35 10'DEEP PVT. STM 4 RIM: 272.87 6'DEEP t o i I SUMP:LF 9. 0 STM 0 S 8.31% 11 PROVIDE i2"m INSIDE DROP CONNECTION -CDF COLLAR SUPPORT. OUT 270.87 7 \ STM 1 , ,i STM CLEANOUT SrA CLEANOUT 60"m CONCRETE MH-.., AND ASSEMBLY FOR STORM MAIN 1. PROVIDE AT EACH DETENTION SUMP. 269.30 STM \ 4 -- - w 1 STM CLEANOUT _ 1 STA. 2+00.00, STM 4 • STA. 2+40.U0, STM 4 IE. iN 263.91 0 5=8.94% PIPE JOINT 32.07 LF 12 -i-' 12 I� STA-100 LF 6"0 C-900 1' --- 40 LF 6"0 C-900 'l- I T.L. T7t20 ®s=1.00% \ 1 STM MH 1-3 13640721 Q I 100 LF 6"m C-900 �B�� I r TEE ,__-------STORM CONTROL MANHOLE - - STA. 3+43.35, SiM t ion*um �o s�.�•� �'�'® _ _ _ _ t STEPS I PLUG STA. 0+00.00, STM - -_ ___-- ; ;��1.; ______ __--- ____ _ �, i SEE S1EP/MA1J110LE DETAILS 4"0 PVC = STREET STA. 12+54.99, 7.00'LT v ! �:. ;• - -- T ... T.L. T2U0 STA. 3+33 : �- 1 ®STA. 0+45 STA. 1+14 0 STA. 1+69 I 0 STA. 2 E 1 { SE SHEET MAN T.L. 7100 • ' 12"x4 TEE � � I '` ) � 4"z6" TEE tel TEE I 4"x6" TEE 4 1 22LF4"0R0 ' a 1 15LF4"0RD 15LF4"0RD I 15LF4"mRD 116 15LF4"0R0 1 t 72"m, 3xi, 14 GA. `� I I t- $ T DEEP i ; 8 DEEP 13 9'DEEP 6 DEEP 6 DEEP 4 OVERFLOW ALUMINIZED CMP •.• "• , + 18" ! I I STA. 3+93 �' i !� STM CB 1-1 (38A0 a_ 14 1S ELEV= 267.261 n >- iE. OUT 257.71 I STM CB 5-1 f35A089C1 it 2 12"x4" TEE ! 1 '-.0p 1 STREET STA. 11+40. 0, 15'LT TM MN 1-8 136A0711 I STREET STA 10+02.00, 13'LT ' 3i LF 4"0 RD ® TC. 299.08 STA. 6+00.60, SiM 1 1 I .---ROD CONNECTING TC. 296.02 I 7'DEEP F ( RIM: 298.48 ( STA. 0+00.00, SiM 6 1 I TO TOP OF MANHOLE N. , i- !• . ' • I TM Ulf 1-4 I RI OUT 295.98 - S TREE T S TA. 13+18.38, 2'L T 4"0 PVC RIM: 295.42 3 • 1 iE. PUT 293.54 1 � "' I SUMP: 294.48 z STA. 4+85.47, S1M 1 I i 13.00 LF 12"0 STM I STM 11 NON-SHRINK GROUT ' 3 SUMP MIN. i SUMP: 292.0 1 STA. 0+00.00. SiM 5 1 __- - -- 1 vi 11.40 LF 12 0 STM `" 0 5=15.92% - f 1 = STREET STA. 11+06.00, 2'LT I 0 S=1.14% ( 1 LOCUST ST. I 1 DOWER WATER ��-- - { STM CLEANOUT (38A082) . _. i STM S-1. FLAT TOP 138A0881 i = STREET STA. it+11.65, 6'RT I cV! l UNDER STORM ,/ • I2 5 1 5 - 70TH AVE. - � ii+ -M r -o - 00 LF 12"0 STM STA- 7 8 STORM,0, STM 1/D STA.i 1+01.00, STM 5 i r 85. -2' ,�1. r = STREET STA. 10+05.00, 2'LT - t-1- i ;r �%-� �y-.- i _. --_. 1 36"0 14 GA. ALUMINIZED CMP __-- - - -- _ -_ • - + _-+1; 0 177.13 t2"0_�1 - I �- 12"0 » 24" 12"0 '- ___.� 3 ALUMINIZED IZED - ALUMiN CMP CMP GASKET w T �r 101.00 LF 12"m STM ' I,34.00 LF 1-I � �� t1» - -- -- I WA TER PROOFO BAND AND o -tw5 0 EY.IS,. 6"0 t�ATER _ - i-1-- - - - - ,- - 12"0 STM -SAS:' - - ! - I n_ B S.W. LOCUST] ST. - _ - To LF 8"m STM STA. 7+24 1 TRANSITION WATER QUALITY CONNECTION , ___ -_..r..` �. d i �� k -` 0 Z X4'+TEE I 35 LF 4"0 RD FLEXIBLE 1.5' L__r__,r ,4 '- _�_ _-- - `- 40.-- -- - - I 1 COUPLING /� 8"0 30 LF 40 RD 9'DEEP 1 A �- ARMCO SCALE: NTS I 38A070C1 ) ® --- ----•� \ 1 r;, f '0 i T DEEP �,. 1 STM CB 8-1 (PRIVATE) 1 MODEL 160 2 ( HEAR �IE. IN 260.41 STM CBS IAlik STREET STA. 10+02.00, 13'RT STM 5 I STM ASH 1-5 (STM 1 I p gin + 1 METAL LYNCH STYLE I 1��Ik% TC.:297.44 STA. 5+19.47 STM 1 STA. 0+28.00. STM 6 1 ~ SHEAR 1Iv ! OUT OF CB = STREET ST. 11+40.00, 2'LT _ o•� = STREET STA. 0+26.00, ¢ i Srr� RIM: 296.8 4 4"0 RD I 1 H I 20 LF 4"0 RD RiM: 307.67 1 I IE. IN 194.6 , OUT OF M i -i 7'DEEP IE. 305.67 1 ( C5:1 REMOVABLE NON-SHRINK GROUT IE. OUT 294.34 I '" 35 II 4"0 RD -- I PVT. STM 6 j; 1- 0. SUMP: 292.84 7'DEEP I SUMP: 304.17 I 43/4"m ORIFICE 15 LF' 12"0 STM 1 I ;t 12"0 PVC 0 S=15.82% -SUMP ELEV= 253.21 1 --�_� STM CB 1-2 (36A08432 12 _ • ; - 17 i `'�1'CONCRETE BASE I I } STREET STA. 11+40.00, 15 RT L •IE. PUT 25791 TAMPERPROOF FRAME AND COVER i I I TC. 299.08 ��_ (OUTSIDE OF S TREE T) • T,t.. TU2 RIM: 298.48 t 6r_i "3/4"-0"BEDDING RIM: 274 50 IE. IN 295.18, 4"0 1 T.L. fi'9Ut? T•1- Tt30Q t :.)9' STA. 1+28 I i �� iE. IN 295.98 P 1 1 IE. OUT 295.78 STA. 1+33 4"x6" TF_E I 1 _ STM CB 1-4 (38A082C) SUMP: 294.28 1 4"x6" TEE 50 LF 4"0 RD i 17.02 If 12"0 S1M 1 6O LF 4"0 RD OUT OF CO 6'DEEP 1-- - - - - - - - r 4 STREET STA IC. 303.63 i0+67.65, 15'LT 05=21.56x I 4 DEEP 10 LF 4"0 RD CONTROL MANHOLE DETAIL 1 ell CONCRETE FLAT TOP RIM: 303.03 �' STM CO 1-3 (36AO83C) ( 7'DEEP STM CLEANOUT (38A081 IE. OUT - I STA. 1+39.29. STM 6 I I SCALE: NTS SUMP: 2 301.03 STREET STA. TU+67.65, 15'RT = STREET STA. 1+37.29, ( I I I 30.00 LF 12 0 STM ( 3 1C. 303.63 1 I 0 S=1.00% I w RIM: 303.03 I L7k3~ 20 4UMINIZED CMP) ------- ---- --- T.L. 300 ER EXISTING PAVEMENT I `-xw, 36.78 LF 12"0 STM I -- t , 00 `', : ®1,L2 701 1 _ _ _ _ -I r_. ._ ____ _ ________. i 72"m T.L. 6800 < ---- ' - -------- _ _ __ T.L. ar3U T.L. 1400 T.L. 302 DErENnoN is I I I T,1_. 4t3(I! ii I I 1 ( 1 GRANULAR Li 1 a BACKFILL T.i-. 1UO2_ I I 1 ,� 1 I � ...... I - 72"0 IE. 260.94 j --- --- __ ._ _. _-_._.. - _ _.-- _ ,�3 I i PROVIDECDF LA�EACHORT. _ �� , " �� a IN SUMP: 25g_44 je c 4i I I I DETENTION PIPE JOINT - ( 1 t • SUMP AT ACCESS LOCATION T.L. 7400 1 az �I -- I I /�r + of I I 1 72"0 tQ�E'��P N�Ff'sj� DElEN110N � F,p �y i ► I I T.L. 1 00 a ACCESS PORT 4 51307 I I I I I -�2'� 2'� SCALE: NZS (ID � F OREGONeee ��'✓" i I� 1 i I CRUSHED ; :y��' \Y‘\ 1000�Y ]3, �gQQ�Q` SAII t 1 SAN -01 it I a ID 3 IAGGREGATE R. KNE 1 { I 11 1 I N - ..�_-L 1 EXPIRES: 06/30/2001 } I I IPPORT1% 1/03/00 I S SIGNATURE DATE: • CDF CO LAR SCALE: N 1 S 11111, PLAN SEWER AS - BUILT 1 03/00 E: 1 • - 4 / TURA ESTATES S1IBDIVISI DATE:__._-- _ _ V E N VENTURA, L.L.C. ON _ � N TIGARD, OREGO ___ _ ........._ ...._ , K [CHECKED 8UG COMPASS ENGINEERIN s7so s.w. PACENDRIVE 97oos - DRAWN S 'DESIGNED T� .�. EAVERT4N, OREGO tt/03/o0 3 AS-BUILT ►��It��l ENGINEERING * SURVEYING * PLANNING A 0 PER REVIEW 1 ii = 5�' DATE N�V. I998 1► �"''+' S 6564 S.E. LAKE ROAD S03 653-9093 PRONE (5031 626-2119 12/29/99 _2 PE SCALE ��, � MIIWAUKIE, OREGON 97222 Compassb�o�ihw�xl.com 503 853-POPS FAX t t/03/99 1 PER CITY REVIEW S ' PATE NO. REVISION PLAN 98.-4237-2222 4237CIVL - _ . s " ,. .. . .-. ----fir-•----- - ._ ,.. _ - ..,�.. ,.� .... Na w 't' ► ,...4r ,e,,,, _ .e.. . I S ' �_ T O. \ `ill i ! I 111111111111111 IiilI I I I! I' I I III ! 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Q ..., _ I ', , y _-.--.._._.- f NATIVE __ AACKFILL 320; _ ___.---_ __ _I- - ____ -----1- __-__.l___- .._. .--- - �+ GRANULAR 1 - _- _ F_ __ _ NATIVE BACKFILL BACKFILL! _ , \.. ___ �� I "�+� S T I -- / a2 LE 6"4 x __. 0 =2 ! __...__.__. ___ EX/STING ADE 0 PIPE 4/ FINISH GRADE'O PIPE I� j - - 5,• g __�__- 8rN co %1 mo / ��M® STA. 2+42.00. S1M2 �6 0 RIM: 260.50 �, if ��----- _ I 41x �„ 1001 IE OUT255.41 i "° ��''- i •,SiM O S'4. ^ // 0 S= 5% 8T'M CO 1-1 I -' � 3 0 sM • I ._ ... -._-..._-- __ ..-________ ___ _-_...___ _ -_.._.-_.__ •______--_._-_-_ _- -._-._-- - 5 0 LF.12 . . __ _ . / 100 If 6 4 i STA. 2+00.00, STM 2 � RIM 260 00 / 240 \/ _ _-.. --- _ __. _ _-.__.__i._ .lE. IN/OUT 254.21 0 0 S,A g1X STM CO 1-2 UT STA. 1+00.00, SiM 2 I j71131F t2"0 5 �ND STORM, �BEYCNV01t STM MN 1-1 RIM: IM STM 1 IE. 254.0244.91 A STA. 7+81.60,ISTM 1 STA. 1+U0.00, E ; 1 C '/ _ _... _. _. .__. _.... / -.__ .._.. A _IE.. 304.9� STA. 0+00.00, SIM RIM: 251.41 _..._._._. . � 3 • IE. IN 241.86, STM 1 iI .co " •�SIM i --•---- --•-•-_•IE. IN 242.36. STM 2 - ____..---.... ._..._ I ! /� 12 529x IE. OUT241.66 I �/ ®S� -t STM MN 1-B _ I I / ��. STA. 6+96.60, SiM 1 i i i 10• j STA. 0+00.00, SIN 6 / I S% STM MH 1-5 S�t1`® STA. 5+19.47, SIM t ! =RIM: 307.95 STA. 131-18.38, 2'LT 0 _ _ __-= STREET STA. 11+40.00, 2';L T ------•--•_--•--- I i _- - -_ _ �2 ----- ____._--_..-- IE. IN 301.11, STM 1 ••__..-.-_-.._ Fj RIM;: 299.02 IE IN 301.24, SIM 6 DATUM ELEV i o //, O a112� IE. IN 293.91, CB 1-1 IE. OUT 300.91 ►E IN 292.11, CB 1-2 220 00 0+00 1+00 2+00 3+00 N ' IE. IN 292.11, SiM 1 I. i if. OUT 291.91 I _ _. . . __ _ SflI MH 1-4 __.---- __ ___.__. ____ �_ STORM SEWER PROFILE 0 ____-- �- -- .______ __ / f ® STA; 4+85.47, STM 1 i �• �� ! "'5 STA: 0+00.0o, STM 5 : SCALE: 1 " = 50' HORIZONTAL L G Gf 12 ! STM MH 1-3 = STREET STA. 11+06.00, 2'LT 1 = 10 VERTICAL MC Z k i i 123 STA. 3+43.35, SiM 1 LOCUST ST. STA. 0+00.00, STM 4 = STREET STA. 11+11.65, 6'RT N 7 0 = STREET STA. 12+54.99, 7.00'LT SOTH AVE �_ c i RIM: 283.64 • RIM: 299.51 Y ___ _ __ __ IE. rN 275.11, SiM 1 ---- -_-- 1E'. IN 290.11, STM 1 _ _ _-__ .-___-�___ - _ °' IE. IN 275.61, STM 4 IE. IN 290.11, STM 5 NATIVE �� -� '�- j NATIVE ace p 1 IE. OUT 274.91 IE. OUT 289.91 GRANULAR GRANULAR ' NOTE: INSIDE DROP CONNECTION BACKFILL BACKFILL BACKFILL ' BACKFILL - 1 AND ASSEMBLY REQUIRED / ! A�. EXISTING GRADE O PIPE °� 15� i280 FINISH GRADE®PIPE . / ,0 5 _STM MN 1-2, 80' CONTROL ( ,- i �/ / i\2 SiA. 2+20.35, SIM 1 A r �� / •55`" STA. 1+00.00, STM 3 I ;,N � / / 0 = S TREE T STA. 13+66.04, 21.92'LT I x % m / / �� RIM: 270.81 ''' j w in / a OVERFLOW: 267.26 IE. iN 263.91, STM 1 N 30.00 Li ____ _.. _-�__-__ _._ ._._ IE. IN 260.41, SIM 3 - -- -"��i w• 12'0 STM IE. OUT 257.91, 12.0 0 S=2.50 iE. OUT 257.71, 4'0 / • STM MN 1-1 SUMP: 253.21 tr STA. 1+00.00, STM 1 / STA. 0+00.00, SIM 2 170 L�72"m 3xi ALUMINIZED, 14 GA. CMP -- - - ---- RIM: 251.41 • IE. IN 241.86, 51M 1 DETENTION PIPE 0 S=0.50 _____ __ ___-_ IE. IN 24236. STM 2 _.----._ _ ___--_---_...__.. __..___-..__ _.__-.__ _ __._ -__-_ _ _------ ---------•-- _�._ _ _..._-__ _ WATER -�/ -- '4)::- - IE- OUT 241.66 260 DUALITY /, 1T -� SWALE J ------ I-4 LF 36"m CMP 4 LF 36"m CMP STM OUTFACE - 50 LF 4"m SiM 0$_1•ppy i STM MN 311(48-0 CONCRETE) STA. 2+70.00, SIM 3 STA. 0+70.00, SiM i -$ IE. OUT 240.91 = CURB STA. 2+02.76, 5'LT i277.70 5 CY CLASS 200 RIPRAP RIM:-__ ____-._.._ IE. 1N 273.91 STM MN 1-2, BO' CONTROL r 2201 - � y --� �- . IE. OUT261.26 • SSTA.TA. 1+20.35, SIM STM I STM ACCESS PORT ISTM OUTFALL i STA. 2+06.65, SIN 3 I STA 57 5 0.00, SIM 3 = SiREET STA. 13+66.04, 21.92'LT RIM: 274.50 l -RIM: 270.81 I SUMP: 259.44 DATUM ELEV T OVERFLOW:N 263.91, STM61 SEE DETAIL 4 210.00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 240 IE. IN 260.41, SIM 3 IE. OUT 257.91, 12"0 STM 1 NOTE: INSIDE DROP CONNECTION IE. OUT 53.21 , 4"m AND ASSEMBLY REQUIRED SUMP: 253.21 STORM SEWER PROFILE FOR STORM t SCALE: 1 " = 50' HORIZONTAL DATUM ELEV � I 1" = 10' VERTICAL 230.00 0+00 1+00 2+00 3+00 • STM 3 (DETENTION) 3 STORM SEWER PROFILE SCALE: 1 " = 50' HORIZONTAL rJ 1 " = 10' VERTICAL NOTE: l GRANULAR �+�- NATIVE1 UNLESS OTHERWISE NOTED. THE STORM DRAIN PIPING MAY BE BACKFILL BACKFILL �� r 1 ASTM C-14 NON-REINFORCED CONCRETE PIPE. GRANULAR GRANULAR HOPE (N-12) ASTM F-405, 667. l I - - BACKFILL BACKFILL 32... ULTRA-RIB. PVC. ASTTrt F-974. ,�� _ _-__ _._._ --_-__.. ___--_-'_-_ __-- _ _. _ 4. 3034 PVC 300 I - I FINISH GRADE®PIPE ! '' __ -/ _- - THE SAME MATERIAL SHALL BE USED BETWEEN STRUCTURES FINISH GRADE 0 PIPE ft --' - C,900 ' EXISTING GRADE 0 PIPE - -m ---/�_ 300 320 ; ____-___.____.. __ _ _ . UNLESS OTHERWISE NOTED. EXISTING GRADE 0 PIPE,; AO Ill_ 6 � / ALL STORM LATERALS TO BE WHITE IN COLOR. / 0 r ANISH GRADE®PIPE // / 1 a EXISTING GRADE 0 PIPE; USE C-900 PIPE ON CATCH BASIN LEADS WHEN COVER IS LESS y� f 6" G, 'r THAN 3-FEET. a - � o ilimmommumunimmumell 1 © / / 100 L STM CO �3 -- -- - 101.00 LE 1 /.� _.. -I ' _ ,/ STA. 2+40.00, STM 4 --- 2 m STM 03_i 29.j � l RIM: 302.11 .� / ✓ / A`� STM CLEANOUT IE�UUT 297.91 STM MH 54 FLAT TOe? �' ®5- r ,30 SrM CO 4-2 ✓ �� iM STA. 1+39.29, STM 6. 15,��' STA. 1+01.00, STM 5 I LT /'' 8 m 5 =.STREET STA. 1+37.29. t NOTE: �® STA. 2+00.00, SIM 4 - STREET STA. 10+05.00; 2' STM MN 1-4 �./ 791,E 280 -� 00 - ----- --------------- '--.--.-..._.._....-.__-_-- RIM: 299.50 •_____...-_..._. - i -__ / 139• Rik 317.64 /�G'9. IE. IN/OUT 294.77 RIM: 296.09 CB 5-1 STA. 4+85.4,', SiM 1 i&310.97 PRIVATE STORM LATERALS FOR LOTS 2. 4 AND 6 SHALL BE �F 6 0IE. IN 292.2IE. IN 8. CB 5-2 STA. O+OO.00, SIM 5 300 - _..._..__-.__ �.. -__. _ ___. CONSTRUCTED 10 UNIFORM PLUMBING CODE REQUIREMENTS. �oG IF. IN 292.28, 4"0 RD = STREET STA. 11+06.00, 2'LT 280 SEE PROFILES FOR DESIGN GRADES. STM CO 4-1 IE. OUT 2.28. LOCUST ST. = STREET STA. 11+11.65,'6'RT STA. 1+00.00, SIM 4 70TT i AVE. .STM kW 1-3 ' RIM: 292.50 RiM: 299.51 .. _ ...----- STA. 3+43.35. STM 1 •- IE. IN 290.11. SiM 1 STA. 0+00.00, SiM 4 IE. IN 290.1 i, SIM 5 = S TREE T STA. 12+54.99, 7.00'L T 1E. OUT 289.91 RiM: 283.36 I DATUM ELEV - -- STU NH 1-8 _ ...___.__-_..._........_._._.___- - - _ ..___-._...-_ _ pDO�\iE. IN 275.11, STM 1 270.00 SIA. 6+96.60. STM 1 (c5 II �fIE. IN 275.61. SiM 4 1+00 0+00 STA. 0+00.00, STM 6 \ IN :fIF. OUT 274.91 RIM:307 STA. f3+18.38, 2'LT 51307 � DATUM .ELEV I IE. IN 301.11, SIM 1 260.00 0+00 1+00 2+00 STM 5 IE. IN T301.24.300. IE. OUT STM 6 ��ec T . ?-1-*� .- DATUM ELEV ; OREGON STORM SEWER PROFILE ego.vo r ° o �r �9q�0 ,3, �,� STM 4 (PRIVATE) ell SCALE: 1 " = 50' HORIZONTAL 0+00 1+00 2+00 O� R K�64Q STORM EWER PROFILE 1" = 10' VER1 ICAL STM EXPIRES: 06/30/2001 SCALE: 1" 50' HORIZONTAL STORM SEWER O 6 SIGNATURE DATE: 10/19/00 As .. B u ' LTin 10' VERTICAL= PRFILE - SCALE: 1 � 50 HORIZON iAL DATE: 10/1 900 1" = 10' VERTICAL STORM SEWER PROF 'LES / , ______ ....... _.,....._ __.............. _\ I DRAWN BJS DESIGNED TRK CtECKED BDc COMPASS ENGINEERING VENTURA, L.L.C. 10/13/00 3 AS-6UiLt VENTURA ESTATES SUBDIVISION 5 _ ,2/29, 2 PER CITY REVIEW ��►► 8760 S.W. PACER�DRI T008t /10 TIGARD, OREGON SCALE 1 50' DATE NOV, 1998 >r S ,;h'9 E ENGINEERING * SURVEYING * PLANNING BEAVERTON, OR GO S i t/Ot/99 t PER O TT REVIEW W= 6564 S.E. LAKE ROAD (503) 653-9093 PHONE NO. 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SAN UN NO. 1t9 I I i r __- _ _ _�_____ -- --_.----------._-_-_._--___.__ __.____.__.__ __� 1--- M: 210.97 --- F1 GRANUR Izw•17 _ GRANULAR rIE. IN BACKFILL EXISTING GRADE O PIPE I I BACKFILL - R E ESTATES _---- Exl I TING GRADE oPIPE - _I...- `"'�,. ,� SAN A+ t-f 188250199) 11Y A S f' 1 N G T 0 S Q U �► - _ _ _ ----- STA.`�.� STA. 0+00.00, SAN 1 -- ---. ...-..____._.__.....___._.._ . .. _ _. ___ -- - _ _ 'SAN WI 1-2 f8825D1381 I _` 'r EXISTMi1G SAN Mil N0. 27 STA 9+77, EXISTING 13 -- -'FINISH GRADE O PIPE _ - 10+00 00. EXISTING '� .. 'J]i• " 200 STA. 2+07.00, SAN 1 / T.L. zoo � i 1 _- ; RiM: 148.35 600 00 i G O ; .... i IE. 238 35 �,�`` w ^ `'- �r- SAN 1 I T.L. 24UA • - T.L. 2600 _ T.Ls 2 ow.. T.L. 27 _- - EXIST. SAN Atli NO. 28 - FP I - _.--i F - !PVC STA. 10+24.57, EXISTING 1, 207.00 LF 6'0 PVC S $Tiu-- 240 i ____.-_---.- 0 - 441 FT/ 300---- C Jr 9e 2544' O MO 5,0.0 11-AN CO 4-1 ---..-- i 207.p0 1 - -- fXI T. 6'I WATER �' 2 .3 LF 8 _ STA 2+07 SAN � ��; 1 2 7 4 STA. 2+95.63, SAN 4 -.- `-"-`-'-++�- '7l1L:7i.�:vicc,h7"""^ :�: " RIM: 250.8± 0 0 " - STREET STA 3+9 3 6' RT �O `�- _ -- 4.g --G -- -- -- T--- -_�� --�--- _- (E: IN 244.20, 4'0 I Pi VC RIM: 310.56 -r -� _- ..mow-- --- IE OUT 244.00 -- TA. IE. OUT 302.91 TRACT A 5 `-EXISTING --- ____ - ENCASE SANITARY LINE WITH CONCRETE AT CROSSING--_ _--- SAN MIN 4-234 ------ _ GAS VALVE S 0+00.00, SAN 5 -I' __ _ -. .- I to-- - -. l �.,�.___ _._ _ SAN M.. f-f SAN MN 4-f 1 - STA. 2+07.34, SAN 4 I 1 1 _ STA. 0+00.00, SAN 1 = STREET STA. 13+07.94, 6'RT 1 / OUT OF MI-1 .- --1 RIM: 0+00. I STA. 0+00.00, SAN 4 RIM: 307.47 ' J IIE. IN 298.11 ': 1 / STA. 10+70 STA. 0+46 STA. 1+12 / 45 LF 4'0 PVC i IE. IN 234.75 STA. 14+53.89, EXISTING !E. IN 298.11 I T.L. 7s30Q 1 v'zi 6"x4' TAP 1 6'x4' TEE 6'x4" TEE 11'DEEP I IE. OUT 234.55: VERIFY = STREET STA. 1I+00.00, 13.48'RTj IE. OUT 8.11 : I '� 7 LF 4"0 PVC 60 LF 4"O PVC 60 LF 4"�PVC T.L. 400 RIM: 300.61 6'DEEP 7'DEEP 10'DEEPIN 2 DATUM ELEV . IE. OUT 295. I v4, ! NOTE: CONTRACTOR SHALL VIDEO t SAN MH 2-1 (533611094) // 8 1DATUM ELEV I IE. 5.82 , VERIFY I MAINLINE AFTER TAPS TO LOTS I I STA. O+OO.OQ, SAN 2 _- I 220.00 0+00 1+00 2+00 i 1, 2, 3, 4 AND 5 HAVE BEEN MADE 1 ,L - STA. 11+83.25, EXISTING N I 280.00 0+00 1+00 2+00 3+00 / j. '. ",' = CURB STA.14+37.03, 4.71'LT / - UgnIARY t - i i SEWER PROFILE 1 SAN 4 PROFILE EXISTING SAN NH N0. 26 1 _______ SIN 2 _A ,� + 5.22 EXISTING r -. "�' I ��I SCALE: 1 " = 50' HORIZONTAL 6 SANITARY SEWER (40- RIM: 271.54 1 f � I �f �- a•� ��/� 1 " = 10' VERTICALSCALE: i" _ 50' HORIZONTAL �, �, RIIE 264.0E 1 - -- AN AtN 2-2 (SS38A095) W •.4- E " z y p RIM TO BE ADJUSTED i / R' \,!%% '��TA. 1+76.00, SAN 2 j �� I , = 10 VERTICAL _ Z ' TO NEW GRADE 027?.25 / / ' I __ _. o -.__ r�._r4_.._---_-..-1-_\i-.'.• '1 = CURB STA. 1+91.79, 3.57'LT �� i C k Q /3t 176 00 LF 8"0 PVC / f -I/ I >n z h • Z 1 ' 1 ' \, / ,' OUT OF MH 9 I PLAN �' r 11 , SCALE: 1" = 50� \ h r i 16LF4"OPVC 1 E. + , ' ' 8'DEEP 1 c oc c \\ I _ --.--.__- 1 i �'� ... - - - - - -�- , STA.�+63 i ~( - 8'x4 TEE -- ! • f 8 x4" TAP -_____ z 26 LF 4'0 PVC 1\ - 1 I ------ GRANULAR NATIVE GRANULAR c 2 16 LF 4 0 PVC ; 10'DEEP STA. 1+10 1 10 _ � � T DEEP 1 i I � , �r 6'P.U.E. I 8 z4 TEE I •� � BACKFILL BACKFILL ', BACKFILL--- ; t 3 0 53 LF 4"0 PVC STA. 1+70 W \ I �'� / t`-._._._..._ __ I I 11'DEEP i ii 8"x4" TEE " EXISTING GRADE;O PIPE \,_ i - -� ` ° i I I ENCASE SANITARY W iN CONCRETE 42 LF 4"0 PVC Z i I 280 , i I F WATERLINE 9.5'DEEP N GRADE®PIPE • \ '4 S A_ 12+52_(LO T 3,L _ 1 ' FOR 10'BOTH SIDES I 1 El \ 1 FINIS G I GRANULAR t T.L. 7700 8'x4' TAP SAN 3 N SAN MH 3-2 (3336A092) cc 16 LF 4"0 PVC / 12 1 1 ,� STA. 3+04.68, SAN 3 1 a ��' BACKFILL t - _ - - _ ______ - -, 6'DEEP I` - -- _ - TAMPERPROOF FRAME AND COVER SAN MH 3-1 ISS36A093) t :_ - - - 304.68 LF 8"0 PVC C-900 _i t---\ _ Q ' 1 STA- 0+00.00, SAN 3 320 fXlSTIiJG GRADE®PIPE T.L. 7�00 1 r � -r -- ------ �' 0 STA. 13+06.25, EXISTING -- - 1' -- I T.L. T10 I - 0 FINISH GRADE P 02 • = STREET STA. 12+44.39, 12.47 - - J ( STA. 0+56 STA. 1+15 1 STA. 1 80 I STA. 2+45 1 (rNSrALL STEPS AWAY ' 8"x4" TEE 8"x4" TEE 8"x4" TEE -` FT ®PIE I 1 1M 3 FROM URB) "' ( 8"x4" TEE I 5 LF 4"0 PVC I 5 I.F 4"0 PVC 116 5 LF, 0 PVC 1 I 0 S0.0418 Ili 5 LF 4"0 PAC 1 I g'UEEP I l J j 1 ! to - - 6'DEEP 14, 15 9'DEEP 8'DEEP t It 0 LF 8•m pVC® J� STA. 13t42'etr.. N NOTE: ALL SANITARY LATERALS 176p0 �"" 8"x4" TAP 1 00 I ENCASE SANITARY MN CONCRETE 1 TO BE GREEN IN COLOR -._ J/ -- 24 LF 4 0 PVC r ' FOR 10'BOiH SIDES OF WATERLINE SAN 4-2 (SS36A0901 1 I _ - i SAN ANT 2-2 9.5'DEEP i I • I STA. 2+ 7.34, SAN 4 STA. 1+76.00, SAN 2 , T I 260 i = CURB;STA. 1+91.79, 3.57'L T i J STA. 0+Q0.00, SAN 5J' Q 1 1 1 I u� l SAN 4 S S1R+ STA. 13+07.94, 6'RT RIM: 278.80 cn i -- SAN A81 4-1 (SS36A0891 • I ____- I I IE. O T 2 98, 4"0 ' - - - IE. OUT 269.91 SAN MH 5-1 STA. 0+00.00, SAN 4 I t - -- I SAN MH 2-f I .IG RSIM:31 .56 SAN 5 STA- 14+53.89, EXISTING --- - . - F 8 P � = STREET STA. 1+34.83, 5.5'Rr = STREET STA_11+0200, 13.48�Ri` 1� ` --- ��-�-`"" ?�_ _ r _d --"1-1- '' Y u�'� I STA. 0+00.00, SAN 2 I -_- $6 L.g,6 OP _ RIM: 3]7.56 -- • r \ `-'� '��,�i -1 a -u, - I STA. 11+83.25, EX15T1NG y 300 `, B 0 IE. !N 310.24, 4"0 - - -- - �_ - �; -+ 88.29'LF 8 0 PVC f --= CURB STA. 4+37.03, 4.71'LT ��50 IE. OUT 309.91 --- -- e t _ o "0 pVC :: ". I ' , RIM: 271.31 r --- __-- --=-- - - -- •Lr-- IE VERIFY _ w u C7 -- t n 1 c„b l --- 207 3`I 'F 8 1�_ --' ' ' I E. OUT 262.36, o EXIST: 6"0 FA TERM cv , �_ .-®�_', _ �,._. __ - _ --I- - - - I - - - - 1 �` - -� �.trt - �T- -,, --- ` -- 1 STA. 2+07.34, SAN 4 SAN CO 4-1 S.W. SAN MH 4-2 LOCUS ST. 1 "--:: '1 -_----------- - - 1 i- STA. 2+95.63, SAN 4 _-_. - T____�._• _ = -_ - - i = STREET STA. 13+96.23, 6 RT STA 0+00.00, SAN 5 ----_- ---- - i I, I DATUM ELEV = STREET STA- 13+07.94, 6'RT- - -- -- u, _ STA. TEE - STA. FEE 1 i 2+00 IE_ IN 298-11 RIM: 307.47 � I 8"x4" TEE a ; ; 25 LF TEE r240.00 0+00 1+00 �' I 19LF4.0PVC a 75LF4"OPVC (1� STA. 0+60 I . I IE !N 298.11 STA. 14+87 " r i 8"x4" TEE 8'DEEP a I 10'DEEP ; 8"x4" TAP I I 1 25 LF 4'0 PVC co I jl 1 cA1.1 2 IE. OUT 297.91 3T LF 4 0 PVC I _ , 9'DEEP _, I SANITARY!1 SEWER PROFILE 2 I I 1 1 1 9.5'DEEP I I i I . h 6 1 cc; I IDATUM ELEV I SAN 5 y D0. SCALE: 1" = 50' HORIZONTAL 6 280.00 0+00 1+00 22121 ` 17 j 1 " = 10' VERTICAL 1 SAN 5 Ca I - - SANITARY SEWER PROFILE 5 I w 1 -.-1 I I T.L. 702 / I _ ' SCALE: 1 " = 50' HORIZONTAL 6 T.L. 0900 T.L. 7000 I - I I d EXISTING SAN AN! NO. 25 (SS36A0251 STA. ii23 + 1 = 10' VERTICAL I I STA. 15+94.14, EXISTING STA. 1+20 59 LF 4"0 PVC _ ____ _ - _ - - - ___-- - .•,,. _, = �'' RIM: 322.55 8"x4" TEE pUr OF MN 9'DEEP 1 n.. _ !E. 312.75 45 LF 4"0 PVC 15 LF F M PVC ��-_ -.....i_______ N. 6 DEEP I 9'DEEP MN 5-1 (SSSSA091)t GRANULAR I N 1ATIVE SIN I ' I I ST TT?EE 8S A SAN 5. 1+34.83, 5.5'RT I i BACKFILL BACKFILL I I 3 �' i,-- i I N I /y 1 i I EXISTING GRADE O PIPE 1 y .� 122 19 18 1 Soo EXISTING PAVEMENTT.L,_ 300 I -.._____ _. ___... 12 T.L. 701 I I FINISH GRADE O PIP �� T.L. 0$00 � _ ...-- --- -_ _. __.._.._.. T.L. $00 T.L. '1!4 O T.L. 302 T.L. 10t15 ^ I I w __r_.__ ______.___... T.L. 1�1C► _ __ __ _____.E o I-- 4g9 of T 1 I . I _..�- -� ' 1 VC C-400 O SU.0 � I T.L. T4ea0 1 �a _..__ ._ . _- __-_ _. ._ -......-__.-__ _ _ _• - - SAN SW 3-2 I I L w - �.� STA. 3+D4.68, SAN280 � �� TAMPERPROOFFRAME AND COVER Q, 1 1.1 RIM: 302.41 co - ._ y NCASE SANITARY LINE 1111H CONCRETE AT CROSSINGIE. OUT292.91----- - T.L. 150Uai I I SAN MN 3.1 ISTA __ .-----------. _ PRls I (a i I L•STA. 3 0 00 SEXiSTING _.____ -� _ -- '`�t��'OG I N� f/ = SiRF_F.T STA. 12+44.39, 12.47 VS �,� p SAI�h 5Ani Q RIM: 284.71 `'I IE. IN 278.00I 51307I I I INIE. OUT 277.80, VERIFYX•s{cl + • t� '---- - -L-I . i OREGOI 9 ► ; , 1I DATt�M ELEV •'' ✓`fir 13. � Q` I I 260.00 1+00 2+00 3+00 °oo 5Q� 0+00 R. KNE SAN 3 EXPIRES: 06/30/2001 SANITARY SEWER PROFILE 3 SIGNATURE DATE: 11/03/00 SCALE: 1" = 10' HORIZONTAL 6 R PLAN ,'� � ,0' VERTICAL EWEAs - BuILTSANITARY DATE: 11 /03/00 ___ _, MIMI , ..._ r - 'VENTURA, L.L.C. /10 ' VENTl1RA ESTATES SUBDIVISION DRAWN BJS DESIGNED TRK CHECKED BDG t71VI P A S S ENGINEERING 0 S.W. PACER DRIVE TIGARD, OREGON D I 'C $76 t t/03/00 3 AS-BUILT - - Alio ,1., ENGINEERING * SURVEYING * PLANNING BEAVERTON, OREGON 97008 t2/19/99 2 PER CITY REVIEW - SCALE 1" 501 DATE NOV. 1998 �'�•: /C t 1/03/99 i PER CITY REVIEW tF��i;* I; 656E S.E. uKE ROAD 503 653-9093 PHONE {J031 626-2119 UILWAUKIE. OREGON 97222 tompossOnorthwuN•com (503) 653-9095 FAX - • DATE NO. REVISION PLAN 98-4237--2222 4237CIVL s - • - -„ __ r ` _8 -,........1.--..---__•.. +,.gyp, �. ....,_ ,,,,�....7„ r. . ..__._..,.. « • .. ' 0 2 6 • +Q r2 14 r a ' I I I Ii IIII IIfIIII IIIII i' iniiiiiii.1.11.11 ilill'I �III Illil li' ;! : iillll lliIIII IIIIIII IIIIIII IJIIIII Illllll lllllll lilllll ;llllll lll!IIII IIIlIII iIIIIII it I II III IIIIIII IIIIIII II I II IIIIIII IIIIII IIIIIIIIIIII III iIIII IIIII iII kli II {CI ! .I ifllll 1 �; LL b[[ s .b 9 � 1 _1{.�2 r3 14" S 161 171 - SI t d t 2 11 4 S( a� �` 9 0 t 2 • �2lr t I: a uitT1� Ite1 Illtilili. 1111m 1111_111�11N�1u1�rn1 it Iiii 1(i1� in tillputl1111fip11I1111REt1I111.1MI IH11#M 11nfti1111u1' II INtINi it :� ;;; ' . i1�I111t 1titNiNIRN n �rnN� r ui�ill iIt1�N11111iib1u�tlu tu�lu1�11Nfl111�11N�liit�halrll utl'uil�uu111�11u�lul�lllt�llilltitlll111�uallln�lui�IrllNtlliutlit111'u�th��r o r" } . ,'` ( t N, I �.._�` • I WASlJINGTON SQUIRE ESTATES ` I I I I 1 T.L. 2200 1 T.L. 2300 i 1 -. T.L. 2400 T.L. 2500 [ LL2000 T.L. 2700 1. S.W.. .: __ ,, , „mi. ... , ENTURA AVENUE,- ,. .;, W n,,,,.:I- EXI L 6"0 WATER _______ -- -"7.�Ifr/ r.Y Y"y�l•T127T- d.E i J �, -�G _______ _ -_-.. _. __ ._______ _ - TRACT 'A' 1 y ., . _. I I , • __ _ .. .. . . WATER CONSTRUCTION NOTES; f I I 6 T / 1. ALL MATERIALS, CONSTRUCTION, TESTING AND DISINFECTION SHALL BE IN STRICT 1 TANK VENT 1 = / yi a I 7 I ACCORDANCE WITH THE STANDARDS AND CODES OF THE TUALA TIN VALLEY WATER MSA VENT CAP T.L. 78Q0 ti �^ T.L. AQO DISTRICT(rVlw). l --\ fNS ALL CORP. STOP AND SERN E FOR BROOKS�',37 METER BOX � z i POTENTIAL FUTURE IP,RIGATIOfI METER 2. CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS WITHIN NEW (2) BOTTOMS REQUIRED N 1 i 8 , SUBDIVISIONS. 6"MAX. --� '�- 1 i' 90'BEN '__ I 1 1 WITH IHRIIS T BLOCK -- - I � ��, 3. NOTIFY TVWU 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCHEDULE A 1"STREET ELL 1"UNION 12 MIN. y )1 __��'�,� ( PRECONSTRUC110N MEETING. TELEPHONE 503-329-0778. 18"MAX. 1 1"AIR VALVE _-___ �' �\ .� - I 4. ALL WORK SHALL BE IN ACCORDANCE KITH AWWA (AMERICAN WATER WORKS ASSOCIATION)I / -- I (COMBINA 770N AIR & VACUUM) / t - -. I AI .-- _ - / \ STANDARDS. L' l �=-{ \' ` - 1 N 5. ALL WORK WILL BE INSPECTED AND APPROVED BY T VWD. • �-- / / o' �.150 LF 6"0 DI ;r 6. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW \� \;��, \;,�,-, \;/` `��:; w e� .. !:, .� _ /cam.!'.: , / jai ///1 / / MANUFACTURE AND MADE 1N THE USA- PIPE SHALL BE "TYTON"JOINT DUCTILE IRON, •/,. \, ,\•./�\ `' �,f\ �,$ tll °� Qf} ��e ! i ; I _� ---- tJ --- -- ""' I CLASS 52. ALL FITTINGS SHALL BE MJ(MECHANICAL JOINT UNLESS OTHERWISE . \\i` �!� / / %'�t %: 01 "x6"REDUCER / r 1 I :It ) / / �� /�':i f-' ' . j ';\``/' .� •\� SPECIFIED. \ ' \' � \ � ,� \., \ � `\`•:" o t=' o ' 1 I WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFil1' ------ / \ ° LY 7. COVER FOR ALL � , - • 1 - �� INSTALL 2 STANDARD BLOW OFF ASSEMB � I ,\ \ ti �\ ., ti/ _ _ _ 1 1 �` • •\ TREET STA. 15►17.31, 9�LT S SHALL 8E 3/4" 0"GRAVEL. / /�� v� o - - - ` a AND 1"COMBINATION AIR AND ' VAL SEE DET. 601 PLATY 8. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36"OF FINISHED GRADE, OTHERWISE 1"X 3"BRASS NIPPLE 1"90'ELL i ao -- ` VACUUM VF, I VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. CT I t 10 \� • to FIRE HYDRANT ASSEMBLY SCALE: 1 = 50 .. 1 i tiTa 1''� �' , - DETAIL 101, TYPICAL I 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING I 13 Ce ( SURFACE ARE REQUIRED A T EACH TEE, CROSS, AND BEND LOCATIONS(SEE DETAIL NO. 1"BRASS 90'ELL j t 11 20 FOR MINIMUM BEARING AREAS). t ;' 1 6'-{/i \ I I 1"x 6"BRASS NIPPLE ', � 4 - _ - _� �' I l \`. I I 10. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ x 6"FIG. (FLANGE) TEE, 6"FLG. x MJ 1 COPPER TUBING T.L. f Tt?U 12 I 1 GATE VALVE, 6"MJ x MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE 1"BRASS COUPLING A-442, 6"MJ, 5-1/4"MVO, 3 FORT 2-2- 1/2 NST HOSE CONNECTION, _ - ._ _ -_ -•--- - - - -- - ! __- - _I 1 _ - - _ PUMPER), 1 1/2"PENTAGON OPERATING NUT, OPENING LEFT, COLOR �-` L_II _ - ( 1 4 1/2"tJST PU -" ! is ------ - `µ• YELLOW, APPROVED EQUAL: MUELLER CENTURION A-423, , OPENING PACER 6790, CLOIV 1"CORPORATION STOP ! t:; - ,t�, __ ( � I-_;,,,.t _ ! '• FORD 700 • � 1 !7200 ! , t I --. _ _._.. ___ _. 1'i MEDALLION. T.L. 7100 4 tr/4•BEND 1 I Q } , < I ; WITH THRUST BLOCK I I " OFF CORP 90°ELL I I I Ty T in , o II � I ( 116 11. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1f3 - - /_.. f e 11 'BEND 13 I 4 15 I 1/2 TOP O FTHE DRANIC YARDS OROCKF UTO SEPARATE THE ROCK FROM EARTH COVER.RAIN ROCK. TARPAPER BE LAID ON18"x 12"x 2" CONCRETE PAD r / �� .� 1" CORPORATION STOPa!j 1 /// I WITH THRUST BLOCKcc 2 1/ , o 12. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A (FORD ii 600) 8"x8"CROSS; FLG r 1 I WATER MAIN SHALL BE_ ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A STREET STA. 11+00.00. 10'LTA 1 I, �1 �f 111/,'BEND I 1 SW LOCUST ST , f + W11H THRUST BLOCK 1 DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE z i I STREET STA. i1+19.65, 10'RTT 1 I FIRE HYDRANT A ' EMBLY I I NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" N I I SW 70TH AVE. I DETAIL 101, TYPI L I OF SEPARATION BELOW 1(!E WATER LINE. `� CAR VJ CONNECT TO EXISTING 6"0 WRIER (Z) 8 MJ GATE VALVE ' i - - _ } (1) 8"z6"REDUCER ' o I-- _- -- _ - , ,_.-- WATER METER STREET STA. 9+92.91, 10'L7 � }�- - 13. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI(POUNDS PER SQUARE INCI�) INSTALL HASE REDUCER I (1) 6"MJ GATE VALVE , ci a I / SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS S 5 PSI. WATER °° �d1iF8 dDl NOTES: Ah'D 6 PHASE BREAK VALVE ; __ -' � W '-' --'"- '' •" -m DI �. ----INSTALL PRASE BREAK VALVE MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED g „ 5 PS _ r _ _ 8"MJ GATE VALVE WITH 1 AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR 1111H A MAXIMUM LOSS OF 1. - - -- `� _- - ----- - -L---- - --__-___ � /' � `I�� 90 , � --i- �, �•=;�-�- { _-_-� COLLAR BLOCK AND STANDARD BLOWt7FF 1. FOR 12"AND SMALLER WATER MAINS „ t - �� o ,� I STREET STA. 13+97.33, 10'LT I 14. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS II TO --- --------- >r 1; ! - = AND 1"COMBINATION AIR AND EXISTING r NVS v I W o EXIST. S"0 WATER J � . ;� _-_ 116 LF 8"0 DI ,OC LF 8"0 D! 1 _ _� �� -- { _ VACUUM VALVE, SEE DET. 601 E NG MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WRIER PRIOR TO 2. VENT PIPING TO . w+ - - ..._1 - - .--,---+ -- T - �cn � --I - - .7.. ••. •. I F ; - f DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. '0Q S.W. LOCUST] ST. 11-Of --'" _ '� • - I ' DISINFECTION SHALL BE IN ACCORDANCE WITH THE AWWA STANDARD C651-92, THE 3. SLOPE COPPER TUBING FROM E r-,• -_ ! STATE HEALTH DIVISION AND TVWD REQUIREMENTS. THE CONTINUOUS FEET METHOD OF MAIN UP ID AIR VALVE 1%MIN. - z /� - 1 III I DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER -- -- ___.___r- M- r---- -- vT 7 , I NOTE INSTALL 1%y"PVC LINES 1 SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40- 50 MG/I(MILLIGRAMS PER 4. FOR LOCH 1ION SEE DETAIL Na 7 -- f ____ - % • ---- FROM BACK OF METER TO EACH LITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A • • I 1 -- �/ I 11 4'BENDI a! I I LOT WITH 30-INCH MINIMUM BURY CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A WITH THRU T BLOCK , I i DEPTH. (PLUMBING PERMIT REQUIRED) MEASURED RATE WHILE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE I o - + II a PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. I , 1 ..�, _ .-.I iN i TREATED(CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO I I , to J I I I^ I I DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 _i -•-- 1-0 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE TUALATIN VALLEY WATER DISTRICT -- NO. 60 0 N 122 21• I 17 I FLUSH THE I ------�- - 1 I - - I \ - - - - EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. SCALE: NTS I 1 T.1_. T{�? "` I DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW 7000 1 f___ DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR T.L. f3QQ0 I OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS i I Q - - - _ I MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, 1 1 II I THERE WILL BE ANOTHER 24-HOUR RETENTION N PERIOD PRIOR TO BACTERIOLOGICAL I I I i l,r_ - - -��- _t_ _��'- _ - �- � �. TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY iVWD. I 15. TVVVV WILL INSTALL ALL COPPER SERVICES PRIOR TO SURFACING OF STREETS WATER METERS WILL BE INSTALLED BY TVWD UPON INDIVIDUAL REQUEST AND PAYMENT BY I 1 If I I OTHERS(OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST 1 I I HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF 221/2 BENDS I WITH THRUST BLOCK A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION ' 20 -- 19 18_-� I FORWARDED TO T EWCE SHALL BE INSTALLED WA ER DIVISION, BEFORE WATER SERVICES CAN BEGIN. i EXISTING PAVEMENT ( -- T.L. 3aQ 9 00 I ___..{ 16. OPERATION OF VALVES IN THE TVWD AREA IS PROHIBITED. T.L. 0000 ,.l -- -►- -- CONNECT TO EXISTING 4"0 WATER •i••4. COU I '- I 17. FIRE HYDRANT FLOW TEST REPORT SHALL BE SUBMITTED TO THE CITY BUILDING INSTALL 6"x4"REDUCER T.L. !a0 T.L. 302 W AND 4"PHASE BREAK VALVE I I I DEPARTMENT. T.1--. 1005 3 ; I i s • T.L. 1002 i I I I I I I __. - _ -- __________ _. - ___ .. __ --_ ____-__..__ xct 3 I 1.1 4., ! I I 1 Z T.! . 7400 1 in z VI L N _ .... _. 0 I 1 g I I I T.L. 1500 d I I I °� y � I._ SAN SAN nai ‘.1) PROF Ff � I IT ( N � 51307 OREGO 1` -,), N v00\ .R. KNEQQ EXPIRES: 06/30/2001 SIGNATURE DATE: 11/03/QD AS - BUILT WATER PLAN DATE: 1 1 /03/00 ___ , N - , - VENTURA, L.L.C._____ VENTURA ESTATES SUBDI �' DRAWN BJS DESIGNED TRK CHECKED BUG COMPASS ENGINEERING VISION 8760 S.W. PACER DRIVE TtGARD, OREGON 1 t/03/tJ0 3 AS-BUILT - ----'- ____ ,3/ 1 0e 2 PER CITY RENEW - " ' DATE NOV, 1998 w et! ENGINEERING * SURVEYING * PLANNING � AVERTON, OREGON 97008 , D / SCALE 1 50 10 ""- �t ��r E 6564 S.E. LAKE ROAD 503 653-9093 FAX 15031 626 11/03/99 I PER WATER DISTRICT AND OTY REVtEtN DATE NO. REVISION PLAN 98--4237-2222 4237CIVL S MILWAUKIE, OREGON 97222 compossOnorlhwastcom (503) 653-90953 FAX �,_ _ .,,._..,_,r._. _._........».,�►.ire......-.� «� w. * ` i..° ... ...-... ....■ - _.....�..-+.,yyad`"''yA,+*wy.r.w... :eb;`_-RFt'"�` '' `•`+�a'P°'' '�'' w"' � ' . y • O 6 ({? 17 1 1!j F.111....Maiummommu • � � +I ' ilia t I I I . 11 111 1111111 1111111 1111111 II►11 111 1 11 1 111 1114iiiIIIIIIiilli:;ill III III �IIIIIili4hlll Iiillll Illlfll fill ll il�I111 IIII111 IIIIIII II11111 ill;llll {IIIIII .111111 111111111• II E1 �1 {1111 ��11IfI,IIf I1111rf11111111111111 111 1 1 1; l� � �tt t� .�i 3( 5 6111 7 51 ��,1 � O f ' 4 5 7 �0 f 2 S Tt�r 1 ilYliliFli llrflFlrltuu�►rl rtturtl�llldutlllr+du111111ck++I�ulrlrr��{uulnu�rilllulr nnlunlll,l�Nlllun�lln l �nll{r1Njl�rtluu�nnhnlhrr :. nu twill rurdrifrlrur�tlu uallr i�Inrhrillurrbr rmiuu�urrhru�Nrrhul�lur11rr1�nulnn�Nl�uu�aullllr�nNlrnr,urllrrn�ulrrlilnhnr�lulluu�nu m imam Imam • _ `* F l + • e!&4/. -"e.w.. ... a urs._a .. -.a. _�'.' .;r 71•+^ dRad.4+a'IAEi►"'+w. -s-. .,,- 'S • ..awL--".. _� ... __... ,.SmC �-M�M�LS "fir .Y•e•"i'M - iV - _ i .... TABLE 3-2 EROSIOW CONTROL MATRIX COMMERCIAL. SUBDIVISION AND LARGE SIZE CONSTRUCTION STOCK SITE SLOPE PILES <21 <lOZ <15Z <20Z <301 <501 >502. BASE MEASURES �-4 5Q$� + !` 1. Gravel construction entrance X X X X X X X I 1 ��y p-t' (Sec. cons N ___ ------ .3.1) L SQUARE ESTATES .. �. 1 W ► S h I N G T 0 R Q A -��o -4-- - • �- Z Sediment fence o barrier at toe of •* I • • 4 QQ`2 ; .:µ• disturbed area(Sec. 3.3.2 do 3.3.3) X X X X X X X -.I T.l.. 220U T.L. 2300 ::...• •. ••:,r 3 areaUnd (Sece3.3.5)d buffer of foe of disturbed A(2 ) I ( 1''` T.L. 2400 T.L. 2500 T.L. 2800 T.L. • • +;I 25'RADIUS MIN. r, , • 4. Sediment fence installed on contours X X X X X X •^ f.�•.. (spacing)(Sec. 3.3.2) (300')(150')(100') (50') (25') (25') r'P CLEAN PIT RUN OR 2 -MINUS GRAVEL �' 5. / / j " Temp. interceptor d�TCes/swoles Pv S W VENTURA AVENUE ___ __. .__ _..._ __ _____-. __ _ .____..___ __ _._ around active work areas(Sec 3.3. ) ( +t r •P• !i T r 4.9 t t• r v o v v a+r v _ -1--;MIN. � 'y r t'..- ,-P ��V^y. ' 'r"- S _ .•--3..p;,•jy.• -n.7;-i` � ,. t,- ..:„ • :iT,.> .'�j�,7,6 r1-' -- _ •--, - - _ ..... ..... -... GEOTEX TLSUBGRAD REINFORCEMENT DEPTH WET WEATHER MEASURES .1)...:".;:,"▪ '.Ii_vyT: r v v g c*"+w. , t�: axa- T G t«J e t ''''7'. ^t _ • • • _ _ '--,.,•y �.S -err •�.• w••�w...•■.■w"r•� GEOIEX1l S REQUIRED OF INGRESS/EGRESS AREA 6 Est A THEE gross(Sec 3.3. s ♦ r • • t LEA PROVIDE FULL WIDTH TRACT 'A' ` -= _ _ _ �° : SS/E d 6) • arc s.• ••/• '.1�•' . a • sea. ,: , , •v ,•.4, ,�Q,..•�•a;;`}•P` r P P: -•�+.•9•ry• ,C -I,'�� • �•• ^�,�.z,.• o a,• 7. • ;L: ;;;:e::c:::c " . 3.3.7) 0 0 0 0 0 0 3R•^o«v.. cvv I•'i it ._zx:_ --.. -- °.=r- v vccxvcrAu,. t C,..II P _ .• ■ .:. -r- 7-- ' p ?! EVTSCONSTRUTIONRAEL C ENTRANCE *. - v _ ��v�.'P•�v�p' ,�•'•�• ,•f'• .j:'Y�/vvvPvr!•�c�P• • "40.R c 3-�' f ', c t r v P :".�• ' +c_7-c P o v O O 0 `• � v ). ).,- P 6 ' 8• 0 0 0 1 2,.• ,��•^•P� N • • .r:° j _ •s�� ,, �.. .�MM4�►fiF,ENt,� T.L. TBUO t ^P: .I �: ! :,. . . . ; E P :4• r"..7.r..1 1 • ••• !.'• v° 4^'11••FF::. .•.•: i: . : '- T.L. 301 '• �o c�T t ^e '- -'v v c .ar • E • �.. •:)%b; :'- �0'c®o v.. o T.L. 9. 6-mil plastic sheet cover 0 0 0 0 0 * ♦ 7. ^P �`•� .8 ,�'<�P-i• .SfI)I�fEJVTF�NCf� •j ,• 'P'7"V'CP •/ - ', .�. '.�:':.• ;: (Sec. 3.3.9) 5.: ,j1*4 I -•' I FF 26$ I:• :,;1 ,1. . •,• t. • °r4-71 .•:7v''.•••:, ,• •• - •'e.. d=° ;;* 0 0 0 0 S r • • Q t.Y• ' F 71/ VV. t 44 cc' , �..t. .L .fr1'.I 1. "r�� ,t ~��-. •JI:•. /✓'_.,♦\ V. v� 'a s.s.`vv'c�tr•�rd t • • I, .•r�''. • • • • _• • },Y Y-4 % • _9. ._ w tr 10. Sediment trap or pond 0 P .. . .'v .� � �'/• bvc c\� •vcPPVP.3�c "� I • ,-P.�•-: \ '•.. .........1 � . • -. : .. _ �-.�-.•a..y�P;�c�� _ (Sec. 3.3.10) -P ,.-...�... 1 ,: FF ;277 -\ d74PPPPPrYP�kv POSTCONSIRUCTION +. •,' j v �. � ' �:■ • ` .. ,c^cccvvoc cvve v ii i•' in `:yQ.-•,-. 1% !• v v P�i :�.0 -'_ IIIAY BE USED SIi0i7T 1ERM t t :r. i. �'`' N. ccc/ ova[ ,,, • 6� g. ; j ^ 1 �* .� tt -rr" �i MTn!UDL/IY IrU?K AMD Mi1N 1 i .V '2 Z. •8 " J : ,_. . \ y r t, ..9r . I N PHASING OF DEVELOPMENT ..: `a 3. •••••,_. 1- °i 1 11. Reestablish landscape prior to removing X X X X X X X 1 ! qa�. c^ r c a�:''i; � 1 tit. -K 1f.' --Z #G ) erosion measures{Sec. 3.3.6) • t.'''''.• •':-1-",•••••.":1;.-' • .•,• .•.•.•.-, ..A., /J i./1. ., .• �.1 C.,.0• on. ........ " t. ', �'. '�� ^0 II 9 r rs. �/i � •1. ♦ = Supplemental tal wet weather measure (November 1 Ms April 30) (seeding prior to September ) cc •. ••fit Ir e�a�: �. i,FSa , .�7 • • • N 9 t I Poaz •,q ) ' , I. s �� / ,''l PP L' a co eea�r • f'I 2 . • R �q�Q , ^P v`Pv-1 `e 7 :' 1 ,..' L = '` f.Rs v,•Y.' i `� � - �-,, ,. .in .�. ''• -I. • • C P Pi..Y^. S 4 . . . Ely "; arhilL r '!F /-, - `f . / 0` 4� } _ • ;.P =� t !{ !� ,. IAlternate wet weather measure to +• • S?6.P- I i. �tIy 1 ,i gs, r� lot • ;a - j ;4 , =t s' f the site hove considerabl different slopes, the site may be - . i • / ^P•q t. ;i 'l. ;cb- �• ''=.i N01E: if different oreos o . } Ir ;' q v N' s - •v- • P c o.c,q.�c PLAN ( # ` y C A h'A. .• �• !' �` wo c ry�,`� F;vcv'. .r:ovr2:.v c:9vvvv^_ �I1l1Lr I. • PP.$. • • • / ?a- .7Q ;•r1•; SCALE: 1" - 50` divided up and erosion measures selected from the appropriate columns in the matrix. 00 Z, �. I cr o •" '�:r ` ' - .76 •r"- - r r/it 290��, 0 6 PAY x.Y • c • + r' • ; �■� 1 CATCH BASIN AREA DRAIN SEDIMENT FEN � • I � �.i: I �•• �- � I1 •• '` �`. `"r' 10' ./. - ��. ... SEDIMENT FENCES: • •2 I 9: -•--sue-- . .,..r: i o FF a8i I . ; V. •j ' 1. The filter fabric shall be purchased in a continuous roll to the length of the barrier to ovoid use of faints. When joints ore necessary, filter cloth %• I . ` ' .I + ' �' :i ends securef fastened for the ost, or overtop 2"x 2" P i�. P � .+ �: •I .�y �,�;;;,� shot!be spliced together only at o support post, with a minimum 6 inch overlap, and both y �. Zoo -I : I FF`. 290 • . ; '�:�� ', :�' ^c', 1 Y� \ :� f yu!'z posts and attach as shown on detail sheet 3-2. .I ,.. ,�• I• if':':•. :I: . .•PP i •k•: •; ''.• .• , �' - +si '� - -'' -i,•:.sI+ ~� 1 ^ � .11 2. The filter fabric fence shall be installed to follow the contours where feasible. The fence posts shall be spaced a maximum of 6 feet apart and T.L. TTOU `� ^t ?8� , 12. I ._ . 1 \, 1' ;rt -- - ' ! k•!L-f ;i`• FLOWsecurely ground - - - � - - i all( + _ _ t r _ driven into the a minimum of 24 inches. r: • A �� all be back(lied ?8� _: �' • _ _• •-' - - - '� - - Pi ur DITCH BOTTOM 3 The filter fabric shall have a minimum vertical burial of 6 inches. All excavated material from filter fabric fence installation sh *, 1 _ �, r"_- _ r . __ -�� I I \� �l! �![{ FLOW and compacted along the entire disturbed area. T.L. 72U0 t t l LESS THAN 10X SLOPE i O T.L. 4 8s • • '� ( t I _ - ! 'e, 4. Standard or heavydutyfilter fabric fence shall hove manufactured stitched loops for 2 x 2"post installation_ Stitched loops shall be installed • • • • • • 1• I. '�?� • • • I �`i l ail 11� • t _ t Y 1 _ _ .. fOX Tt720X.SLGiaE ,,;11.. ' on the uphill side of the sloped area . 6 I. - _ I, � _ , . �'03� r CONTRACTOR STAGING � Q ^. r:. �. �': . AND PARKING AREA 1 ,'• ��:• . ',.' +'' �.(•, PPP^.'II�'P P C P C C C P O'P C P:•III � $EGn(7N A-A 5. Filter fabric fences shall be removed when they have served their useful purpose, but not before the upslope area has been permanently PM.. 1 -• •'.- 1 .irI vvvPVC^CPVPVPPPVPPPP;I m�E THAN20z SLOPE � ti �'.✓ i t P?P C C 9 P P R•P P P.-..^P P P!` ELAN protected and stabilized. 'CONTRACTOR. •STAGIN t I --- 1 v;� • • 1. ( 1 1- ` ^ ', DITCH INLET P Y PP / y AND PARKING AREA. I 9 � . . . •;��• i �. �- ��i' 6. Filter fabric fences shall be ins ected b a licarrt contractor immediately after each rainfall and at least daily during prolonged ran o ,? ' i" ♦ I I APPROXIMATE BUILDING FOOTPRINT N required repairs shall be made immediately. I I• • • 1 y; I ;/ I " •• ,+ " I AND FINISH FLOOR ELEVATION SHOi4N. �?` I r 1 r 21� • _ --- ---- - __-_ I 1 PRECISE DESIGN LAYOUT SUBJECT TO EROSION CONTROL NOTE S CONSTRUCTION 1' : ✓ _ I BUILDING AND ARCHITECT THROUGH Eld IRANt t 1 , . ::,- c` - _ - -- I J BUILDING PERMIT PROCESS CUi L---- TEMPORARY BIOFILTER BAGS • / J_ �� -r o r r• A. Approval of this+erosion/sedimentation a n control(ESn)fola ti does stnoleconstitute an approval of permanent road or drainage design (e.g., size and __-__ _ o SCALE: N 1 S ��. / r, r o / +� location o o PP • _ - - - - - - s _. . / 2g• `.loft• ;:yam f c. .. o i t - - �I -A) -t I _`_. ____ _.-__`��^� _ ---•-- _ •�• •• - �-:- ___ �. - `'� •-�• � ,y � D. The impiemen{ation of these ESC plans and the construction, maintenance replacement and upgrading of these ESC facilities is• • •- • • ;.�� approvedand tali ands g is established - -----•-----=-=°o=--- ------ -�---'-""-"-`- � , ,__.....:�' ;�},. ,� -� • •;�; - ••- • -_ � responsibility of the applicant/contractor until all construction is completed and vege 'on/1 tapir • • • • o - - • .. • .:,1 "- •_ _ ' i ▪ • • •t t•1 _ __ `= •)- _ in limits shown on this Ian shall he clearly flogged in the field prior to construction. During the construction period, -- - -! -- - ----+ 1 ; f. - - ! I C. the boundaries of the clearing P • °' S.W. LOCUST ST. - -- -- ------------------ G • - - _� - - - - ♦•':.•.. •••t:.==--''"-�� - � •1 I • CN D LOOPS of construction.beyond the flogged clearing limits shotl be permitted. The flogging shall be maintained by the applicant/contractor for the duration __ �_ -- ___. __ _. ---_ _ --. C • « _ Imo_ / :I: ;� / F/L TER USE SI1 j -- s f. ,-:• - •'•'' • r ` 1 FILTER FABRIC MATERIAL FABRIC OVER 2 x 2 POSTS d J S 1 36"WIDE ROLLS MATERIAL D. The ESC facilities shown on this plan must be constructed in conjunction with all clearing and grading activities, and in such o manner as to ( a ir :..�,.�:I i . : insure that sediment and sediment laden water do not enter the drainage system, roadways, or violate applicable water standards. ;` + : • C TCIf BASIN PROTECTION �2i ''��! I E. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC i :;: _130s: ' - (TYPICAL) i ! I 1 , , 1 �- e. T+j= co facilities shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment-laden water do not leave the site. t i '' I-' 3pg I' ` I ,! • • • • • �.! 1 ( �;, r� t� `�' 1 F. The ESC facilities shall be inspected daily by the applicant/contractor and maintained as necessary to ensure their continued functioning. I. n: 3 : ._. il, 1' I • t '' G. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once o month or within the 24 hours following a storm event. it 1 . • . .22421 i,� b�' 7 I `* It 41 ,� �� • i// ;N %1,�S` � `�N lines l 4 • . • - 'r _ � \,- � �' H. At no time shall more than one foot of sediment be allowed to accumulate within a trapped catch basin. All catch basins and conveyance I 1 • '� r``• iNAXTMUA!SPAC,'N _ `�' �- shall be cleaned prior to paving. The cleaning operation shall not flush sediment laden water into the downstreo system. ! .!I . 7. - 1 314 • 3� forthe duration of the project. Additional• ec •1 7000 P I :j0 L Stabilized construction entrances shall be installed at the beginning of construction and maintained T.L. evv T i�. i ;:. < . � • ' '� fRQNT VIEW + -l�E�!' may a ' .-AN �; .' •-3Q 2 1� measures be required to insure that all paved areas are kept clean for the duration of the protect. i : > : : $ . . : .• ,- ;✓ ---- - _ __ _ __ _ ( 1yE T WEATHER CONSTRUCTION: p. , •, ANGLE BOTH ENDS OF FILTER FABRIC NOTES FENCE TO ASSURE SOIL iS TRAPPED The followingis an excerpt from the geotechnical report prepared by geostandords, dated octorber 15, 1998. r: 1• BURY BOTTOM OF fTL 1T R FABRIC 6" VERTICALLY BELOW FINISHEDGRADE 1 +, I 6.1 subgrode Preparation 3 =�:-: :I : I 2. 2 x 2"FIR, PINE OR STEEL I CI; .r: t - =■' '�= I FENCE POSTS and/or ;f;,: • 1season, a 3-inch to 6-inch thick crushed rock toyer should be placed immediately on the subgrode after site grading • • AT HED LOOPS TO BE INSTALLED In wet at '' ';--• S Cactivities. For construction truck traffic areas, :+ r; - sensitive subgrode soils duringconstruction �- removal toprotect moisture •t 1 _'�;^i'' �■�� 8, ;;,� UPHILL SIDE OF SLOPE. topsoil 9 20 . .EXISTING PAVEMENT . , +� ••�== ��-�•-��"��' { least 12-inch thick granular working base is generally recommended with thicker sections and/or geotextile fabrics for heavily traveled Ex� •9+� _ ;;i;;,; _ :� T.L. 300 INTERLOCKED 4. COMPACT ALL AREAS OF FILTER FABRIC • � ,.T rTRENCH. areas. :�:� xlil. .• I - _ __ ._ - __I - - _ __.__ 2 x 2"POSTS ltJlp NEB _�___- __ ._ _...__..._ 1 . • . . . :': I I AND ATTACH 6.2.2 Fill placement during Wet Weather T.L. IEIUt� -- _ _ _ ___ i N T.L. t"ltlil T.L. 302 • ;�� _ I I'1�.1... tUE►� SEDIMENT FENCE T.� . 1002 . During wet weather, grading or cutting operations should be performed using a smooth bladed tracked backhoe working from undisturbed or unexposed .t'•' areas or from areas where fill has been placed and compacted. Structural subgrode areas should be cleanly cut to expose firm _ � i ' :',' ' ''` ' Iundisturbed soil. I i • I SCALE: N FS __ _.. _ �_ _._ _ -_. _.__._.---- - ._ _..__---_- _ •_3;s I I i During wet weather, subgrades should not be proofed rolled. A GEOTECIIMCAL engineer should evaluate site conditions and provide I I specific recommendations for subgrode preparation and fill placement. I I I NOTE: CONTRACTOR SHALL VE TATE S LE On-site native snits are highly moisture sensitive and thus will not be suitable for use as structural fill during wet weather unless T.L. 7400 I I ( I ( �w� - - + . _ --_ _ they are stabilized. If on-site soils must be used ors fill materials, then we should be contacted for specific recommendations for 61111 THE( I Ill I SEED MIX: PLACEMENT RATE:FOLLOVi1NG BIOFI ON on-site soil stabilization using lime, cement, kiln-dust. etc. (lased on our preliminary evaluation, we anticipate the use of roughly 3 0I I to 7 percent (of dry weight of material to be treated)cement content for on-site soils. Higher cement content will be required for ..-.-.•-.•. _ .._ _-... _. � I ZW I NATIVE CALIFORNIL1k! OME(BROMUS C VITUS)GLAUCUS gOLB5/ACRE higher moisture content at the time of construction. i I r > As an option, all-weather, clean granular till materials such as sand, crushed rock, or sand and grovel containing less than 5 percent al T.L. 1•112J q materials passing/200 sieve can be used as fill during wet weather conditions. t I I I l Ord I I 1 I . 6.3 Excavations and Dewotering 1 la I CO Groundwater seepage in excavations should be anticipated during the wet season of the year. For most of the excavations for this 0 PRO m 6" TOPSOIL project, pumping frm sumps outside the limits of the excavation should control groundwater seepage and surface water pondtng. All deep '��r N£fff�(> 1- excavations such as utility trenches should preferably be mode in dry season. US � F 9 � N 1VARIES, 1'MINIMUM ��C 51307 ,�• - - i I , sL.l / j i I f '� 1 OREGON i r • ii 4 !•� �o/Y13• V/ J O V � R. KNf.P EXPIRES: 06/30/2001 SIGNATURE DATE: 10/19/00 As ... BuILT ;WATER QUALITY SWALE A SCALE. N1S • GRADING AND EROSION CONTROL PLAN DATE: 10/19/00 -__ N L.C. . VENTURA ESTATES SUBDIVISION t3RAWN BJS DESIGNED TRK CHECKED BOG �; p M P A S S ENGINEERING VENTURA,' 10/13/00 3 AS-BUILT - $760 S.W. PACER DRIVE TIGARD, OREGON 3/ 0i/06/00 2 PER art REVIEW scALE t" 50' pA1E NOV, 1998 r.1�i4 ENGINEERING SURVEYING * PLANNING 10 SEAVERTONq, OREGON 97008 11/OS/99 t PER ptlt REVIEW �� E 1AILWAU IE, OREGONA97222 totnpossenorlhwesi,com (503) 853-9095 FAX NE 1503) 626-2119 DATE NO. REVISION FLAN 98-4237-2222 =4237CIVl S • " • 0 2 . 4 S _ so 12 • - r IS 5• . • p -) i ' It. I rI1 1 I. I II { !{11IIi11 Ii1 rII II III'1 ! II ILII1! 11 11I !!1 11 1111111it •I111 1i11111 !l1I1I1 IIIi1 1111111 1111 1II I1I1 11111111111111 1 ' m11 ,111111 i111i11 11 1111 I 11I1 1111 1111 11111 111 111111 11111c Ildilililli11 .11i1111111,111 1111 11i11111 !! 1 211X„,, i• '' - Ottt 5 '6 7 1 9 n ,� 2 3 S 6 8 S O 'I 2 3 5 b 7 !� 9 0 2 5 tltxtA I..; :r,tllirlrlttr�istNnt�tr .fnitrrr�rraiur�uu�rruln�t�nrllrrlt�rr �itf'1r.rr1uu�lrrrinrr�nrrlrrrrtu.rllnr�Irnlrrrttrnlrrtt�rrrtlrrtrrl�truFrritltu tru�turlrrttisG� r u unrTc�urr�turinu�ttidmr�uillttN�ttrtltrlll1trrl�nl�ttn�tur�ttulutut�Iru�plt�tut�tutlttultu�ult�ltttluu�nu'rur�tar�uu�uirlun�urr�urr�rm * - TREE DESCRIPTION TABLE ANY EXCAVATION JEOPARDIZING THE STRUCTURAL INTEGRITY OF THE EXISTING TREES OR BANK STABILITY SHALL BE REVIEWED BY THE 2180 TREE 10'F1R 2398 TREE 8'FIR PROJECT CONSULTING ARBORIST FOR SPECIAL RECOMMENDATIONS. 2002 TREE 26'F1R 2003 TREE 26'FIR 2181 TREE 20'ALDER 2399 TREE 24'CEDAR 2004 TREE 18"FIR 2182 TREE 20'ALDER 2400 TREE 15"CEDAR 2006 TREE 18'iWIN F!R 2183 TREE 24'ALDER 2401 TREE 12'MAPLE 2007 TREE 10'YAPLE 2184 TREE 24"CEDAR 2402 TREE 6'CEDAR I 2008 TREE 18'FIR 2185 TREE 10'FIR 2403 TREE 10'CEDAR 2009 TREE 8'F1R 2186 TREE 30'CEDAR 2404 TREE 14'F1R Q () R E E S T A T E S 2010 TREE 12'FIR 2187 TREE 24"CEDAR 2405 TREE !CALDER ---------- -�.-_ ,N. ' t WAS I N G T U S ` { 2011 TREE 12'FJR 218E IEEE 18"ALDER2406 TREE 12'TWINCEDAR 1 I I 2012 TREE 26'FIR 2J89 ZO'ALDER2407 TREE 12"CEDAR 2013 TREE 15'FIR219024'CEUAR2408 TREE 10'CEDAR 2014 TREE 6"TRI-DECJD 2191 15'FJR 2409 TREE 12'ALDER } T.L. 2200 T.L. 2500 2016 TREE 12"FIR 2J92 TREE 26"CEDAR 2410 TREE 12'ALDER ' 1 ` T.L. 2400 T.L. 2500 T.L. 2000 T.L. 2700 -- 2017 TREE 12"FIR 2193 TREE 24"CEDAR 2411 TREE 18"ALDER { . T- -^ -_, —_ - - 2018 TREE 6'FIR 2 95 TREE 24'CEDAR 2413 TREE 8'ALDER N. __alp_ ... — _— __ TREES TO BE REMOVED TREES TO BE REMOVED 2019 TREE l4'FIR 2414 TREE 6'-10"-12 PER STORM CONFLICT 2020 TREE 6'FJR 2196 TREE 12"MAPLE 2415 TREE 12•ALDER TREES TO BE REMOVED �, ,��1 PER SANITARY LATERAL CONFL CT 2021 TREE 18'FIR 2197 TREE 36"CEDAR PER STORM CONFLICT 1/ `` 1 11.`i11►° _ - t=22r� / -- ____ S W. NTU A AyENUE — — — -- --- — --�--- — 2022 TREE 15'FIR 2298 TREE 30'CEDAR 2416 TREE 8'-10'-12 ALOE 2023 TREE 6'TRI--DEC 2232 TREE 6'ALDER 2417 TREE 14 CEOA _ ___ _ __ _ �� 11�,•,1,1 _ TREE 10"CEDAR 2051 TREE 12"DECJD 2233 TREE 6'ALDER TREE 10"ALDER --------- -• - � -• .4s , 1 1 - . .._ . ----- _. 2234 TREE 6'ALDER 241 1/ �• is�0e1 i �. ` ti°>> r,, ... .. ,,, "" G 2052 TREE 12"DECID 2421 TREE 14'ALDER • ^i � -_ -- ^ - 2235 TREE 8-ALDER 2359 + __ -'�e4 h .��-�--�-- - I TRETREEiN : Y 22TREEALDER " 14ALD_ ___ — •_ __ _ _ _ 22TREEALDER '-14A_____ - _ TREE22TREEALDER TREE "ALDERER ALDER 2424 TREE 10• r _ - , TREE 2239 TREE 40" CEDAR m+ l _ _r s___ -sxse z,9s�r g --- 1 T' i) . I ;, 2240 TREE 8" DER 2426 TREE 18"CEDAR �r:21.4` ° 1�. ) y 1 /I 2064 TREE 10'CNERRY --Bn f Ihn2 I -,1219s21• X 21e2 1 I 1 1 / J~ 2244 - 0 1 �' 1 I 2065 TREE 10'TWINCHERRY 2241 TREE CALDER 2427 TREE ]0'-]4'ALDER 1 �x3ss f z26e t `•1i 21e3 y= 11.' 2242 TREE 8"ALDER 2428 TREE 10'ALDER T.L. 76U0 us. t 1 1:201 'ice 2262[) r--i %1 ' t , e� 1 �72 't' 21.e 'i`"• ` 1/ _ '-_ T.L. :�V� 2066 TREE 24'F1R 2za7 'I I l 21a1 2162 214 /I\i1 7 x13 Iti�•�.• �UO 2243 TREE 8'TWIN-ALDER 2429 TREE 12"TWINALDER �4P\r.e4� -+' 3 2260 I,l. I -X_z 97 I _2160 .; -2175 ‹: 2067 TREE J6"MAPLE TREE 18-FIR 2244 TREE ]0'ALDER 2430 TREE 10"MAPLE iii—. '• 1 ` / 1 %;z79 22e9� I '26i I _ 2/79 1 21.8 J.,, j 15O `-=2,3' 2068 TREE 12-MAPLE 2247 TREE 10"ALDER 2431 TREE 8'ALUE� 23s3 - ! l�: 1/: ! i' i•,1 '� �f zG.1, I �fry;17e 21 I , I \11i I z129 1 20692432 TREE 2352 =-- I ,. 2276 �7`l tz6za �.--219e / 2,6 ,r \ 8 ,,11./_ /2130 1 2070 TREE ]0"ALDER 2248 TREE 12-ALDER 2422 TREE 84ALODER .! p /' I\' ., zez 2276 7l -I �` /21 z149=::1:.- 4 N 2248 TREE 10"MAPLE2,2 et �'�' zzr{, 2276 2265 I z62 - - 2'«7 \ 2's' 1;1 2071 TREE 24"CEDAR 2434 TREE 12"FI R 1 ._}y; 1.{I" 1q4 :- i I i --1 ../ 2,5e\ 21 3 �I`' I2250 TREE 8"MAPLE 435 TREE 8'x2-10'ALDER A 2248 - - 1 , a -2264 i .-�� 11 y ::::::TITRIR:::::;11E.:12R: "FIR 2 C2248 - 1 r � \ • I 4�•L'•1 i TR2'FIR 225f TREE 30'CEDAR) w .i1 N 1 111-126T _ _l263 --. 1 42252 TREE 6"ALDER 2426 TREE 6'IWlNALDER c a o • \ y_,� TR0'-6"CHERRYZp53 TREE 12'ALDER 2 37 TRE£ 12'ALDER yY, zGe `J�` S 21sy 4 a IA 2305 a7 (r- 227 I `. ' `' i i 11 /229 , 7q ►. 1 I22e_____ 2 /�' Y1M1 54 ` 112 i2298 1 z27z I i - / 1 �. . \ tu� ) '�`► 2244 TREE 40"CEDAR 2428 TREE 10"ALDER�' 6� 4 , __ , '11 f` 71.E � �� "CHERRY o,297 46• _-_- r , i A �� 2076 TREE 12'FIR 2429 TREE 28"CEDAR1 2 !n71 TREE t2G / I i �1 ti 2255 TREE 12"ALDER1 !. 301 tl r j2J70 1Wlip%�\C E 2077 TREE 18"FIR1z.,z r i ' ��- _ •T/� %' _:_t 'y , 1 2078 TREE 14'FI R 2256 TREE 12'ALDER 244� TREE 12'FI P.+ r1 2 / . ,,,s z37` 1 - ^` ), I o1 1 •02079 TREE I6"MAPLE-14'FI 2257 TREE CALDER yv+ ox411 ' , i 'o1 .o: 1 G1 �' C+ I 2259 TREE 14"CHERRY 2442 TREE 12'FIR Q'inzI\i1 2.1i ..17 01 I ,[ 'i < 210• r/ tk`1j1 J 241e _ - 2080 TREE 32'FIR 2444 TREE 14"ALDER v,• 2.10 , •� i I no �> �: 2081 TREE 24'FIR 2259 TREE 24"CEDAR1 Q I, 2.1. I � G ��1 �I /I I PLAN 1� 2082 TREE 3fi'FIR 2260 TREE 24"CEDAR'9 �(/. I SCALE: 1 = 50 2445 TREE 48"FIR 2083 TREE 30'FIR 2261 TREE 8"CEDAR 2445 TREE 36'FJR1 ':11 �241 e _2.15 I 7 I .O> 2/01 11 X 2084 TREE 14"FIR 2262 TREE 14'MAPLE"^" '«`' 2.os / 4091 :: `�' z3n 1 1�0 I 1 2262 TREE 42"CEDAR.,� ,�';. � ))��. q �2}8G 271 � f� 1 2085 TREE 18"MAPLE 2447 TREE J2'FIR'•� •;l..�24 1 1 i 1' 1' \`/ t.,4, --• � \ 1 ,.• ,'� Sri' �1-=-21ox 2264 TREE42-CEDAR 2447 TREE 14"FIR;`I 4 ) / . I 2086 TREE 14'-12"MAPLE 2449 TREE 40'FIR%'`2.06 , 1 :11�• \ P / /\ 1 ^0 _;;j may, /{ 2087 TREE 10'F1R 2255 TREE 12"CEDAR- -+ -t- ,, 1 \/-� p / \ �-_ioO96,6 �,11 2089 TREE 10'ALDER 2266 TREE 10'MAPLE 2450 TREE 10'x12'F1R - - ,r'`. i � / � !r!"-- mg --,-;' z1oo 2451 TREE 12'ALDER • !f 11. 2.0. 2 ICDM. 1>>11�' ` ,,'i ?' °°/ \ {. ,). 12090 TREE ]0'MAPLE 2266 TREE 6'ALDER 2442 TREE 12"FJR -=•2A0 2422 1 , _-- \ I 1 i 2268 TREE 6"ALDER} I 2w,�1 4-- I 4 ( \ ef,�2o6. 1 2091 7RE£ 8"ALDER 2442 TREE 18'FiR `1i1 1 �' r- _1e-c lyx ` :,4' .1p ' 10 c. 2064 2269 TREE 10'ALDER1-1• 24 I ,, 4� 1 ,I It I 1 , 1 �[ \ // \ J�1� i 2092 TREE 12"ALDER2270 TREE 10"-12'ALDER 2444 TREE 18'F1RI • 17 CPN' �/ �l� \ 209.3 TREE f4'FIR1 I '.tr 73, 1` 0 .1`� ;.4zs\12-ceoM !\ I, I \ /1 , 1 2271 TREE 10"ALDER 2445 TREE 8'x2-12"ALDER -_tzal 113 00 t ' i \ 01 c, I 2094 TREE 24'FIR• 1 3B /1 2456 TREE IS"FIRt1�ijool I 73e I 11 \ %'� r 1c4 •.tli zoex 2095 TREE 12-ALDER 2272 TREE 10-ALDERt r,4. 2426 I I \ it( � ,� \1�i- / 2273 TREE 8'ALDER 2447 TREE 18"f!R 1 2096 TREE 10'FIR 2458 TREE 8'ALDER097 TREE 6'FIR f2"x14'ALDER .ss zsaz I za7 I 's( >G2 R Ew 1' '1 I 2+k I I I -/I. 1 \��2o, i �• \ : 1 2264 TREE 10"ALDER�I)F -2"e _ �J i ( I 1 p14 \ 2 2276 TREE 10'ALOER 2458 T E,t ' .,,J -+•- — I ^z.z7 1 •t2I11,2391 /I--`' -207G2098TREE24"FIR 2460 TREE 12-x14'CEDER ''•-"'• ! n`; 1; 2436` j- i 2 I I `` �-11 2099TREE6'TWINCHERRY2276 TREE 8'ALDfRT.L. 7700 1�,�., �,2.3.——— 1 _ �_ 2390 2278 TREE 12'ALDER 1111 I 2f00 TREE 20'CEDAR2279 TREE 6-ALDER \ q 1 ., '�I.33 „ 2426,.__ • _ +�-- - - 2o7e 2o�z•-� 2101 TREE 36'CEDAR2280 TREE 6'ALDER 1 _ — — �. 17 �,...>i<1- 2429, • -,., `-2.`92 -70fb \I - - i . v -TRE,„ ES TO BE REMOVED 2102 TREE ]4"MAPLE ADDITIONAL TREES �.� T�t�O 1 11 ) 1. PER STORM CONFLICT .te• 2103TREE24"ALDER2281 TREE ]2"ALDER T•u. 7100 I 2458 pbs 2282 TREE 10"ALDERLOT 12 TREE 18' CEDAR, NO TAG t�2s3• 1 V� I 1 i1 ; �1 2104 TREE 8"FIR2273 TREE 8'ALDER LOT 12 TREE 12' CEDAR, NO TAC t , ;., I zaes P175 TREE 24"CEDAR, 2•S7 2.Go 1 1 =1 LOT 12 TREE 17" CEDAR, NO TAG ! e� i1 - 2 2I1� 2106 TREE 20'FIR 2284 TREE 24'CEDARa7 4 �t 2107 TREE Z4"ALDER 2285 TREE 8"ALDERLOT 12 TREE 12' CEDAR, NO TAG I - - ,1 13 I � 1 7060 I 2108 TREE 26'FIR 2286 TREE ]5'FIR 2195A TREE 24' CEDAR II 2 _ _ '20p1, / r i ' 1 ' i ,r;I 2287 1P•EE 14"CEDAR2262A TREE 12' ALDERAPLE f. L w ,2oe� pRopQ$�STREET mEE�Tl�•� 2108 TREE 20"CEDAR 2278 TREE 30'CEDAR 2262E TREE l7' ALDER7f.5-- IIIX �/ xKl` I xon7 I' 1 ( 21]0 TREE 24"ALDER 2262C TREE 14' NAPL£ /� I I I (THUNDERCLOUDFLOMERNGPLUM) 2J11 TREE 12'FJR 2290 TREE 15'CEDAR12s, r 1 ,� I I l 2291 TREE 10'MAPLE :.52 t ' i ,II i II `-•---- 2112 TREE 14"ALDER 2282 TREE fO'MAPLE I 1 x:.±3 11 ' 1 -- - _-___- - 2114 TREE 24'ALDER 2293 TREE 15'FIR 1 `-- 2114 TREE 36"CEDAR 2294 TREE 14'CEDARl 12..s z"' I - - 2115 TREE 18"ALDER I 1 �, - i ___ 1 2125TREE24"CEDAR2296 TREE 12"ALDER 2444 1LI ` , - I 2296 TREE f0'ALDER 24.G --- 2126TREE30'CEDAR7/. �- ! ® - - 0 2127TREE 36'CEDAR2287 TREE f8"FIR ® I \�� - - _- I 2129 TREE30"CEDAR 2298 TREE 18-ALDER SITE PLANTREESUMMARY- - . �� I 2131 TREE12"CEDAR2298 TREE 18'MAPLE - o /_.-`_ _ —____.-_ .._- __-_._ .� - X;:4s 2131 TREE 36"CEDAR2300 TP,EE 14'ALDER _ -- __. __ _ -____ 229 _.. ----- Total Trees On Site. o �Xcy 1 2132 TREE 36"CEDAR 2302 TREE 30"CEDR moved -___ _ _F---'` J � - � � � 2133 TREE 10"CEDAR Total Trees Over 12": 209 �I — - - 01 v z`.� --- - 2303 TREE 30'CEDAR - -- 28 S.W. LOCUST ST. !� --�" 2134 TREE 12'CEDAR 2305 TREE 24'CEDAR Total Hazardous Trees Over 12" To Be Re -- -11 00 %/''��/�� r 2135 TREE 36'CEDAR - _- -� - I 2247 TREE 14'MAPLE ,--___-__.._________-_ ----_---------____- - _. - -- r r2136 TREE 36'CEDAR 20- - ..�/ n -------"- __ 2f37 TREE 36'CEDAR2248 TREE 14'FJRit9gationCalculations: �,.W` 2140 TREE 24"CEDAR 2248 TREE 14'FJR 9_ I Ifp 1 I 2141 TREE 15"CEDAR 2351 TREE 14-CEDAR Total Trees Over 12 _,____.____.._ 28CO X 2142 TREE' 16'CEQAR 2351 TREE 14"CEDAR Total HazardousTrees To BeRemoved: __ —_--I�_.� 181 � - 'I I '. 1 I ( I I I I I 2143 TREE 24"CEDAR 2352 TREE f0"CEDAR 4° 4'1 `zOOG 1 I2144 TREE 30'CEDAR 2353 TREE 24'CEDAR —_ ----_ __._. -_____-- TREE 24'FIR 116I 1 1 ' 1 2146 TREE 18-FIR2145 TREE ER 2354 TREE f8'CEDARTotal Non HazardousTrees Over 12" To Be Removed > -- �� 40 I ,;. I xx7 �'•'�j1 �. 1 00 2147TREE12 FIRZ3 .,k, 2257TREE30'FlR 14/181 = 22.1%--xa3 22 21 17 I 2148 TREE 18'CEDAR1'VI1 2248TREEf2'CEDARPercentage of Trees Oder 12" 10 Be Removed:1 �x14 2149TREE36'CEDAR2150 TREE 6"FIR2259 TREE 10"MAPLE1 - - - - - 2360 TREE f2'ALDER1 : F�Q/ 2151 TREE J2'ALDER 77.90% 11�y 1 1 236fTREE ]O'ALDERt702 1 I 2152 TREE BOCEDAAR Percentage of Trees Over 12" To Be Retained:- - 2153 TREE 2371 TREE 5-6"x2-11"ALDET•L_ ��04 T.II_. 7000 7 , w / 2262 TREE 8"ALDER2154 TREE 36'CEDAR? r '1 I 2154 TREE 30'FIR2273 TREE 10'ALDERi d 1Ir 1- 1I _ 2157 TREE 12"CEDAR 2374 TREE 10"ALDER I1 I 12158 TREE 30'CEDAR 2375 TREE 6'ALDERLEGEND IITREE24'FJR2276TREE2 8x6"ALDER �,G o51 TREE 30'CEDAR 2276 TREE 6' DERn I I I I 1 A I TREE36'CEDAR 2278 TREE 14ALDERi 1III -2"a2 II TREE 36"CEDAR 2279 TREE ]0"TWINALDER I • \ I I_ . I ITREE36'CEDARZ380 iRE£ 10'ALDER \�1�tvj ! zo 1 I TREE24"CEDAR :::: TREEf0"ALDER //I\ EXISTING TREES TO REMAIN TREE 26"CEDAR TREE 10.OAK I y { T L20 19 18 TREE 1O'x 12 T2166 TREE 24'CEDARCX►SiINGPAVEMENT I T,IL. 3uo2167TREE24"CEDAR TREE )0'x12"TWINALD i1' I 94 00 ( _ �- - — - - - -_ - -M—_ 2168 TREE 30"CEDAR 2285 TREE 12-ALDER EXISTING TREES TO BE REMOVED I I T.L. 701 I I I 2169 TREE 15'CEDAR 2386 TREE 36'CEDAR 1 T.L. 0000 TREE 15'CEDAR 2387 TREE 12-ALDER �_____._. 1 2287 TREE 12'ALDER T.L. 0800 _._.._.- I.L.Tll_ 1400 T.L.TL 302 2171 TREE 36'CEDAR LDER -, I I 2173 TREE 12-ALDER 2389 TREE 2390 TREE 80ATWINALDER I 2173 TREE 10'CEDAR It.•a. 1f00 1 I I P391 TREE 8'ALDER 1 T.L. 1042 2174 TREE 12'MAPCE APPROXIMATE BUILDING FOOTPRINT SHOWN. 2174 TREE 12'ALDER 2391 TREE 8'AL.DER PRECISE DESING LAYOUT SUBJECT TO I I � I :::: TREE38"FIR2382TREE14"MAPLEBUILDING AND ARCHITECT THROUGH -__. (I 2294TREE 18'ALDER TREE 10'ALDER BUILDING PERMIT PROCES( TREE 10'ALDER 2395 TREE l-ALDR I I I 2179 TREE I5'CEDAR 2396 TREE 16'FIR I I 2397 TREE 12'FIR T.L. T�lUU 'I i r Oi 1 I 1 ; I I li 1 11' T.L. 1500 d I i 1 1 1 I� I 1 1 i 1 N 1 I I I i ( 1 1 AS — BUILT TREE PLAN DATE: I 1 /03/00 . -_ N VENTURA, L.L.C. VENTURA ESTATES SUBDIVISION li,, 4/011 qW1 COMPASS ENGINEERING 87�0 S.W. PACER DRIVE TIGARD, OREGON 11it14/TNT I,itAWtJ (iJ'+ i)1 t�luN1 11 11:1c CI1)lcl.l) I11)l� ,1 111 1A':I I1 19 It t:11Y Iq ANNINI:1111JIIIIfI lvtl N15 i� ____.._._ --- 111/IM/IN) 1'111 r11Y IN v11 w •.1'Al l 1" "II' IIIMi NI IV, 11P111 I .1 " IC ENQINFiERINQ * 9Ufl VEYINQ * PLANNING BEA VERTON, OREGONEQ�2119 .97008 1 0 • ,, l i/1m I 1111 1'111 III MI w we** • 1. IAhi It11Alt wilt) wf1.t YIIYi 1'lI1tN1 � 1.411 WAllh11, t41/1u1n1 M PIP vY 1•I•i1t1.4t••w Ihww•1 n1gt1 �Illltl 11Qt WWI I AM 1503) 62V - --......-_ - - M �... .�. .. 1 • ' ill• 0 2 S 6 40 12 I QA r6 , f' • , 1 I, • 1 1 �� i i '' 1111411111111[ 11111MM 1 Illk 1 Ilk klIlllkkk111i k ilk Illlkkk1IilEl Illk1 k III IIIII i111 : I� k II I I /1 1111I1//1 1 /l1IIIEE// 11111i 14/1� 111111 11/111 111111 I1.1I1I II � 1 iII E IIl 1 [ III1 Ilf II -yam 1 iI I�_ s -6 i 9 2 3 s 6 7 . -• 4 ;- 1� 5 Q 1 3 4 5 6 7 0 5 a. T 1 t11 Lr t;illj it1111 g1111t1i1 Illtit111111 1111I1111 IIItlIH iN�11tC ti 1�'Illilllll1llll1llllFpllllrll.IIUIIitl t111I1111it11111Ntiillt MI 11i1 11111t1 I2' „ 11 i1It11 1W71111 i 11 11111Ifi11111111111t111111a 111111I1I111e111IN111111p1h 1111111111111111 111111N11111N11114111h211111111111Nt�11tt1111112111t111 111111411111IS 4.,. • • s :rFe-ems s • �, - a• � 2 ,rtc1,s. •,_, ...„ _ , •• . .Iw ' t - - p _. c.•:.. -..: f. ,_ _ ., -. - .y .. V' - .. . ..._... _.� _ I • 1 E I f f ___-_- — -.—,-..-- •-- _. ..__.- — -------------- . _ ., '• J' I I I 1 l 11 I • � � I r W � SI ti�tC�1 ` Q SQU HE E I ATES J.L. 2200 T.L. 2300 � A ` `�.A w ... T.L. 2400 T.L. 2500 .1.L. 2000 T.L. 2700 Ns i Lori ... ........................................... _.................. 1f._•. • r--_— Q S STM S - . AVENUE -- ___ - __. __ _____- _ ____._. _, __._..__.__ __ _. __ .._._.___.._ .._ ... _.____-._ . _ . _ ... _ _ __ _:.1-::-._._'� S.W. VENTURA - - --- ,\ {4.t w j w w . w--_ - - w 1 ! 0 • - Ind_ •` "ail.—Rl�i, ,, �iz�,ym�7ri/�3r 'ti :vas7 -��.-r�iit J G �XI T, 6�0 WATER I , - -_ _ - _ .__ ._... - _ _ -_.._ ..... . ............ • II � ` _lTRACT 'A' I ,�: �tl- /I`� i` / `l 3iI�; / ;; 11-r -ifT-_ -----1 ._'' -1-• -1 .,E,; , �` �1 1, 1 - : 6- t il\. /I - '\/ I l / ,!_• .11 • T.L. 70LU ��1 r \]i •'. _ .!_ I_ �I\ ;l _ I il:- /1 . 1y1,a_ .1�- ,l \ -. ,_ c. . 1 - ,*1, a = /If /I I I T.L. 400 T.L. 301 �l - -L,+r. 1 •tl, _ai / �: ";(1 -- .2l /i\ ') vi , a of \ wily . •a ,1 ••U , il , � , --/-- A I I , _ jI\ /j\- � '! 1 j , • a , l_ ,I I, . . , I '----ill / , , 8 _vli �\k_� , . -4.'5 ' i ' 2.'r•' ' . 41'. ______, /1'''' / -----. -.....1,::.:: fr.: '\, \‘1,' \1.12. 1:_ ; S. , /,. ...-,,,,,,_ . 4 ••••...:„.........-0 '71 VA\\ MY 0 Ii7:01 uyi .I \ 1/x/, \tTPLAN o cz la, timt �' ll,, ��L .� �, I`� I .1/,t ! SCALE: 1" - 50' ae z 1�"I\ y .1 �.1/ \11 Ufa I' �,_ ��` � I\. fir\ 1 I o tl, I �.: tt �t 1 0 ��l_ I '^ ,, Ij .1i,: ( I`C(��• /1L11� I �11` 1 10 ,�l_ ��I,>. iI f '1.�- 9.45 0) Y i`- .1 'Ir �Iy1�- l �I\ l' -``I- fir_ .11 �U,:�l 11 .• ,Al `,ley jl I ;1� �I 11\ ij�lik -��l\ 1 E • { T.L. T700 \ �71\.il� -I' I �c� 1 /a l\ I _ mil\l.- I._ 1®_ - - -- - — — I.. •---• — - -iiii `1r -fl\ ' `� j T.L. 71UQ T.L. 7200 -/I�-'` L 1 ! l I t 3 i j': ,' / , I .1I;/1: 1 116 'l -1 t n i f U - - ,' 13 I '/islk , 1 /I\ 1415 f Et 2 , t— 30' VISUAL 0 0 ii .v, .•li �I\� CLF_4RANCE ; -'I 1•1 I ! PROPOSED STREET TREE(T1P.) AREA I /1\ ( W./ I t (THUNDERCLOUD FLOWERING PPLLUM) z ( , 'q� l � r 1 l -jl . I I In i I i 1�I I 30'VISUAL I 1 I\ t CLEARANCE ----- - • -\1/,-`\.1�V.1_ i:' z \' // AREA _ - ' - J` • ��,--- /.4 I W.o EXIS 6 TER t _ $1_11 +�� 1111-M ,r '-,�'"-'i' C., \AV- - --- oe iti S.W. LOCUS ST. - il- 11 �• `__--�� -= r - ;� - \` —L— -- J-...„ I � - - - - -- ------ - - I\ l \ in , qt,. %1;�rf3i1SUL30 hUACLEARANCEAREA I I . ��,\,.. ti I ....,. 30'VISACE 1 1 o .uARfA . ot —r3 CLEARANCE AREA III 1t — — tb j1 1II 17 EII , ' I I T.L. 702 I� - I . 6900 Ti.T•ll. 74+(I.J _ I 1 1_____ — — ._.__ __.. __ -._.__-_._._._ -_. ._.. __.___I < !iiii tt` I I .1.liI I \Yfy�- Ii ii� vl,20EXISIING PAVEMENT 900 TA.. 390 T.L. 701 L_-- _ . _-__ _ __I _..._._.. _ _ -____ _ '1.1•-_ SSQK! _..._ _ .._ ____._.._.. .� T.L. GOO I I I T.L. 1400 T.I. 302 I • ix 1..1_. 100 3 I A I I i au• T.L. 10Q ! a w� I I I 1 � I -* I I d T.L. 7400 I a I 3 _ _ _ _ I 1 F� I O I D t I i LI T.L. 1500 a I 1 Ic 9 I I I I.0 CD Li to l I SAR 5nr10 IL'IIpppp ' I , DD,t 3 1 I I I I ! 1 THIS SHEET PROVIDED FOR REFERENCE ONLY AS ... B V 1 LT DATE: 11 /03/00 COMPOSITE UTILITY PLAN1_ __ .. ... ' 1V VENTURA, L.L.C.7MPA55NGINEE � `NG „/)3/>D J AS iU1ET10 DRAWN OJS UESIGNEU IRK CHECKED BOG 8760 S.W. 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