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10125 SW HALL BLVD,P ti GENERAL NOTES OF WELKIN ENGINEERINC,P.C. STREET AND STRUCTURAL FILLS: SIORM AND SANITARY NOTES: E 1. WORKMANSHIP AND MATERIAL SH•iLL COMPLY WITH ALL APPLICABLE STATE, t 1. THIS PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVALOF SITE GRADING, 1. ALL WORK AND MATERIALS TO CONFORM TO THE LATEST EDITION OF THE COUNT), AND CITY REQUIREMENTS AND WITH ACCEPTED CONTEMPORARY STANDARDS EMBANKMENT OR STRUCTURAL. FILL WORK; IT MERELY PROVIDES FOR INITIATION CITY OF TIGARD OR OREGON CHAPTER A.P.W.A. STANDARDS AND OF CRAIYfSMANSHIP. THE CONTRACTOR SHALL OBTAIN A COPi' OF AND COMPLY OF WORK AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE •INTEGU 4ND . WITH EACH OF THESE PROVISIONS CONSTRUCTION-DEVELOPMEN I PIAN SET. SPECIFICATIONS. � 2. THE CONTRACTOR SHALL KCEP AND MAINTAIN A CURRENT SET OF DRAWINGS 2. SPREADING OF MUD OR DEB,_IS UPON ANY PUBLIC ROAD IS PROHIBITED. 2. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO O � FOR THE DESIGN ENGINEER SHOWING AS--CONSTRUCTED DATA AND ALL FIELD THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, STARTING CONSTRUCTION. DERMAr r CLINIC .". 9. aM� AT ANY TIME. «--i d z o ALTERATIONS. THESE CONS-RUCTION FIELD PRINTS SHALL BE TRANSMITTED TO THE V ¢ 0 DESIGN ENGINEER AND SHALT_ SHOW ANY AND ALL ALTERATIONS FROM THE PIANS. 3. EFFECTIVE EROSION CONTROL, DUST CONTROL AND DRAINAGE CONTROL IS 3. ALL CONCRETE MANHOLES O 1 OLE SHOWN T P ON HE LANE ARE 48 INCHES Iv11 I N MUM REQUIRED AT ALL TIMES. NHL CITY MAY ORDER STOPPAGE OF WORK TO EFFECT DIAMETER AND CONFORM TO A.P.W.A. STANDARDS. MANHOLE EXTENSION N 3. THE ENGINEER MAY REQUIRE MODIFICATIONS DURING CONSTRUCTION WHERE CORRECTIVE ACTION, AT ANY TIME. RINGS SHALL BE I.IMITFD TO MAY IMUM OF TWELVE INCHES TOTAL_ T W � �' o FOR ANY REQUIRES. THE CONTRACTOR SHALL OBTAIN APPROPRIATE ATO MEET TAX LOT 1400 TOWNSHIP 1 SOUTH , . ANY ALTERATIONS, EXCEPTING MINOR FIELD ADJUSTMENTS NEEDED TO MEET 4. Etv'BANKMENTS OR STRUCTURAL. FILLS FOR ROAD WAY CONSTRUCTION OR FILLS .-•1 W� � EXISTING FIELD CONDITIONS, AND DOCUMENT ALL MODIFICATIONS ON THE FIELD TO BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS 'y � PRINTS. ENGINEER AND SHALL BE BROUGHT E' GRADE IN LIFTS NOT TO EXCEED 8" 4. ALL EIACKFILL IN THE RIGHT-OF-WAY SHALL COMPLY WITH THE CIlY OF RANGE 1 WEST, SECTION 35 ' w a, V) LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM TIGARD PUBLI( WORKS STANDARDS. � 4. THE LOCATION AND DESCRIPTION OF EXISTING UTILITIES, WATER COURSES, DENSITY AS OBTAINED BY AASTHO T-180 COMPACTION TEST. V) M x AND/OR UNDERGROUND STRUCTURES SHOWN ON THE PLANS ARE COMPILED FROM 5. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 33 OF THE UNIFORM BUILDING 5. SUBSEQUENT SETTLEMENT OF THE FINISHED SURFACE WITHIN THE 10015 SW HALL BLVD. n AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER DOES NOT COD[ CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED WARRANTY' PERIOD SHALL_ BE CONSIDERED TO BE A RESULT OF IMPROPER r-� GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. THE BY BENCHING INTO TO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE COMPACTION AND SHALL. BE PROMPTLY REPAIRED BY THE CONTRACTOR AT a a vi - CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND NATURE OF SUCH, AND, BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE TIGARD, OR 97223 � w PRIOR TO DIGGING, SHALL CALL FOR UTILITY LOCATE AT 503246-6699 UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY LAYING NONWOVEN FILTER NO EXPENSE TO THE OWNER. PORTLAND METRO), 1-800-332-2344 (ALL OTHER OREGON AREAS), OR FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, 'THEN PLACING A SIX INCH LAYER OF 1 1/2"- 0" DRAIN ROCK, AND 6. ALL SEWER LINES ARE TC BE AIR TESTED DER DIVISION II, SECTION 303.3.16 360-696-4848 (CLARK COUNTY, WA). IN SOME INSTANC'I S THE INDIVIDUAL FINALLY COVERING THE DRAIN ROCK WITH NONWOVEN FILTER FABRIC o UTILITIES WILL NEED TO BE CONTACTED. OREGON LAW hFUUIRES YOU TO FOLLOW SUCCI-SSIVE OF THE STANDARD SPECIFICATIONS. ALL MANHOLES *THAT REQUIRED BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO c RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CE JTER. THOSE RULES 1'0 FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH HYDROSTATIC TESTING SHALL_ HE TESTED IN ACCORDANCE WITH A.P.W.A. 00 ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU 8 INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASTHO T-180 DIVISION III, SECTION 303.3.15 OF THE STANDARD SPECIFICATION. MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2.1 AT FINISHED GRADE. TELEPHONE NUMBER FOR THE. OREGON UTILITY NOTIFICATION CENTER IS NO ROCK OR SIMILAR MATERIAL_ EXCEEDING A 12 INCH DIAMETER SHALL 503-232-1987) BE ALLOWED IN THE STRUCTURAL FILL. 7. ENGINEER RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT TO M ACCOMMODATE OTHER UTILITIES AS REQUIRED, o 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS [ O THE CONTRACTOR SHALL REPORT TO THE EiT DRAWINGS IMMEDIATELY ANY ERROR IN ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE OR DISCREPANCY DISCOVERED IN THE CONTRACT DRAWINGS OR IN ANY OTHER THE NEED FOR THE UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS, 8. ALL P.V.C. SEWER PIPE SHALL CONFORM TO ASTM D3034, SDP. 35 DATA FURNISHED BY THE ENGINEER. SPECIFICATIONS AND SHALL BE CLEARLY MARKED AS SUCH. 64, G. THE CONTRACTOR SHALL CONTACT UTILITY OWNERS, VERIFY ALL UTILITY 7• THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S o _ INVOLVEMENT WITHIN THE WORK, AND ARRANGE FOR THE RELOCATION OF ANY REPORT/RECOMMENDATION CHANGES. 9. ALL STORM PIPE SHALL BE CLASS 50 (D.I.P.) SHEET _ �UTILITIES IN CONFLICT WITH THE PROPOSED CONSTRUCTION. THE CONTRACTOR c INDEX AND SHALL CONFORM TO ASTM 3034 OR ANSI A[1,50 1 SPECIFICATIONS. 8. IF SPRINGS OR :ROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE Q� S SHALL PROVIDE FOR THE FLOW OF- WATER COURSES AND ESSENTIAL UTILITIES THAT CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS P � MAY BE INTERRUPTED DURING THE PROGRESS OF THE WORK AND SHALL RESTORE FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL AL[_04J 1 TITLE SHEET E� o SUCH WATER COURSES AND UTILITIES AFTER COMPLETION OF THE WORK. THE THE ENGINEERS TIME 10 REVIEW THE SITUATION AND PREPARE A PLAN TO BENCH MARK DATA: CONTRACTOR SHALL NOT INTERRUPT THE SERVICE FUNCTION OR DISTURB THE PROPERLY MITIGATED THE WATER ENCOUNTERED. Q SUPPORT OF ANY UTILITY WITHOUT AUTHORITY FROM THE OWNER OF HE UTILITY. ALL VALVES, SWITCHES, VAULTS AND METERS SHALL BE MAINTAINED READILY 9. THE CONTRACTOR SHALL HAVE i IE SOILS ENGINEER TAKE COMPACTION TESTS. C , ACCESSIBLE FOR EMERGENCY SHUTOFF. MINIMUM OF THREE TESTS WILL �' REQUIRED FOR EACH 2 FEET OF FILL. CITY OF TIGARD BENCH MARK N0. 36, BRASS DISC SET IN THE CURB ON 2. GRADING AND E=ROSION CONTROL PLAN THE NORTHEAST CORNER OF S.W. 78TH AVENUE AND PFAFFLE STREET, 7. ALL VAULTS, BOXES, FRAMES, COVERS, EXISTING AND PROPOSED MONUMENTS, 10. EXCAVATION MUST COMPLY WITH ORS 757.541 THROUGH 757.571 ( UTILITY ELEVATION 229.75 AND OTHER STRUCTURES SHALL BE BROUGHT TO FINISH GRADE. PER-NOTIFICATION, ETC.). 3. UTILITY AND ILLUMINATION PLAN/� B. THE CONTRACTOR SHALL NOT DISTURB, FILL OVER, BUILD OVER, OR PAVE OVER 4. EXISTING CONDITIONS PLAN ANY STANDARD SURVEY MONUMENTS, LOT CORNER PIPES, OR OTHER PERMANENT GENERAL CONDITIONS FOR THE CITY OF TIGARD: SURVEY MONUMENTS DURING THE PROCESS OF CONSTRUCTION WITHOUT THE. 5. DETAILS SHEET CONSENT OF THE ENGINEER. ANY THAT ARE DISTURBED WITHOUT PERMISSION 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S.952-001-0010 THROUGH SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. WHEN A CHANGE IS IS "MANUAL. ON UNIFORM TRAFFIC CONTROL DEVICES FOR 952-001-0010; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY W MADE IN THE FINISH ELEVATION OF THE PAVEMENT OF ANY ROADWAY IN WHICH A STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN.) PRIOR TO PERMANENT SURVEY MONUMENT IS LOCATED, IHE CONTRACTOR SHALL ADJUST THE F.H.A., 1988 ED. START OF WORK, DAMAGE TO UTILITIES SHALL BE CORRECTED W MONUMENT COVER TO THE NEW GRADE WITHIN 7 DAYS OF FINISHED PAVING AT THE PERMIT HOLDERS EXPENSE. W UNLESS OTHERWISE SPECIFIED. 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH X 9. THE CONTRACTOR IS TO CHECK ALL THE LINES AND GRADES AND ANY OTHER SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO v, DIMENSIONS DETERMINED BY THF: ENGINEER, AND SHALL TAKE FULL RESPONSIBILITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). FOR DETAILED DIMENSIONS, ELEti ATIONS, AND SLOPES. THE CONTRACTOR IS OF THE APPROVED TRAFFIC CONTROL PLAN SHALL_ BE SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF J OBLIGED TO PRESERVE CONSTRUCTION SURVEY STAKES AND MARKS FOR THE AVAILABLE AT AREA.THE WORK AR . FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE W W DURATION OF THEIR USEFULNESS. PERMIT HOLDEPS EXPENSE. CHANGES MUST BE APPROVED BY f 3. PUBLIC ROADWAY SHALL. NOT BE CLOSED TO TRAFFIC, AT ANY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL SHALL COORDINATE THE WORK WITH AFFECTED IJfILITY 10. THE CONTRACTOR SHALL ERECT AND MAINTAIN TRAFFIC CONTROL PER THE FfvOM THE CITY ENGINEER, THE PERMIT HOLDER IS AGENCIES. a IL "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PART VI, CONSTRUCTION AND RESPONSIBLE FOR PROVISION OF TIMELY NOTIF1CATi0N OF _.. MAINTENANCE. LOCAL AND EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGEN'Y SVCFfr �estt �0. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT TIMES. THE CONTRACTOR SHALL SUBMIT A PLAN FOR THE TRAFFIC CONTROL TO SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) MIX BASE PAVING SHALL BE PLACED ON TRENCHES WITHIN EROSION CONTROL NOTES: �r�dt�;�cor7,�r' -'- THE APPROPRIATE CIN, COUNTY. OR STATE AGENCY FOR APPROVAL. AND TO TRI-MET AND TIGARD SCHOOL DISTRICT. ) ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON 1. COP:1I�ACTOR SHALL IPISTALL AND MAINTAIN EROSION SEDIMENTATION CONTROL SITE OR OFF-.ITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE 5W C 1finUt 4. ADVANCE WARNING OF IMMINFNT TRAFFIC DISRUPTION SHALL *''" �- ---- ~ '� 1 1. THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING SUSPENSION OF CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR DURING CONSTRUCTION PER THE EROSION CONTROL. TECHNICAL GUIDANCELod-04 WORK, AND UNTIL THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL KEEP THE SITE BE PROVIDED TU THE GENERAL MOTORING PUBLIC BY AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE HANDBOOK (ECRB) DATED FEBRUARY 1994. THC MINIMUMCLEAN ANT) FREE FROM RUBBISH AND DEBRIS, AND UNUSED MATERIALS OF ANY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END PROSECUTION OF THE WORK. i cKIND RESUL-TINC FROM THE WORK. THE CONTRACTOR SHALL ALSO ABATE DUST OF THE CONSTP,UCTION AREA 72 HOUP,S (MIN.) BEFORECROSIOt./SEDIMENTATION CONTROL MEASURE. SHALL BE AS FOLLOWS: .,, ..•. c I�i'irdQ� E » •�' NUISANCE BY CLEANING, SWEEPING, AND SPRINKLING AS NECESSARY. MATERIALS INITIATION OF CONSTRUCTION WORK, 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE 2, APPROVAL OF THIS ROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES l ...- .... .. _1 r r 1 - AND c 01 .rMEE.T SHALL BE REMOVED FROM THE SITE AS SOON AS THEY ARE NO 5. ACCESS TO EXISTING PROPERTIES Si TALL BE MAINTAINED AT REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR D � RAiNAGE DESIGN -. - -..,.. i LUNGER NECESSARY. FORMS AND FORM LUMBER SHALT_ BE REMOVED FROM THE ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTIONS, CHANNELS, ,, SITE AS SOON AS PRACTICABLE AFTER STRIPPING. BEFORE THE FINAL INSPECTION, SERVICE AND IF NOT, SHALL EE CAUSE FOR WORK STOPPAGE TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN dM1I ;'lrtls.�i .� c CONJUNCTION WI`H THE WORK AUTHORIZED BY THE PERMIT. RETEIJTIOPJ FACILITIES, UTILITIES, ETC.) °' a -__,.••„i I•,••••__,,,, _ (j�„�: SW L� 1•••• , THE SITE SHALL BE CLEARED OF EQUIPMENT, UNUSED MATERIALS, AND RUBBISH UNTIL EFFECTIVE ACCESS IS ESTABLISHED. ...... �,„, CORRECTIVE WORK SHALL. BE DONE AT THE PERMIT HOLDERS SO AS TO PRESENT A SATISFACTORY CLEAN AND NEAT APPEARANCE. ALL EXPENSE. 3. THE IMPLEMENTATION OF ThESE ESC PLANS AND THE CONSTRUCTION, �,t # CLEANUP GUSTS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. IF THE 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE MAINTENANCE, REPLACEMENT. AND UPGRADING OF THESE ESC FACILITIES IS �•- I) 0 1 _.w. IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND ,.....,.._..•,,,,,„,..~, ,_,..,_,,,,•,..,. a CONTRACTOR FAILS TO COMMENCE THE CLEANUP WITHIN 24 HOURS AFTER SHALL. BE EFFECTIVELY MAINTAINED. 22. ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS DIRECTED BY THE ENGINEER, THE ENGINEER MAY HAVE THE WORK PERFORMED 6`' IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. OTHERS, WITH THE COST BORNE BY THE CONTRACTOR AND DEDUCTED FROM PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY w. 7. NO WORK WILL BE PERMITTEE DURING THE HOURS OF "�° I _. ._....� ........... .... c' 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN ;+' Q Q -J PAYMENTS DUE OR TO BECOME DUE TO THE CONTRACTOR, OR MAY ORDER WORK DARKNESS, NUR BETWEEN 9:00 P,M. TO 7:00 A.M., MONDAY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM ; �l-,.. I i �; SUSPENDED UNTIL THE CONDITION IS CORRECTED. NO ADDITIONAL COMPENSATION THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO 8:00 A.M. OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A ;�=- .•, + D a J REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO f ._ WILL BE ALLOWED ASA RESULT OF SUCH A SUSPENSION. SAfUROA'(, NOR BETWEEN 9:00 F.M. TO 9:00 A.M. SUNDAY. ,- � ^- � � - � �+, CERTIFICATION OF INSTALLATION COMPLIANCE (FORM NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE LJ /n LI - V ATTACHED). 12. THE CONTRACTOP. SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) ) WATER STANDARDS. �, I I �� � Z O M. OF O.S.H.A., AND IN PARTICULAR, THOSE PERTAINING TO SHORING, OPEN FEET. 23. A SEWER SYSTEM AIR--TEST AND EXCAVATIONS, AND THE PROTECTION OF WORKERS. (V.H.S.)) T.V. TEST REPORT 5. 'THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS � • � �,..._�..�..,M ��- AND ONE SET OF BLUELINE "AS-BUILFS" OF EITHER OR BOTH ,�r C 9. THE CITY RESERVES THE RIGHT "f0 ADD TO OR MODIFY ( FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, C 1,� NO CONSTRUCTION MATERIAL SHALL BE PLACED OR STORED IN THE TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED a �""1. LUCt' REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO --•- Z P,IGHT-OF-WAY, EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC STORM EVENTS AND TO ENSURE 1 IAT SEDIMENT AND SEDIMENT-IADEIJ SAFETY. CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. WATER DO NOT LEAVE THE SITE. 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE DAILY INSPECTION REPORTS, ON A WEEKLY PASIS, TO THE 217 ' W PERMIT HOLDER SHALL CONTACT THE CITY INSPECTOR CITY'S INSPECTOR. (SEE DEVELOPER - ENGINCER AGREEMENT APPLIC iNI/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR ') " ..I F- M WATF i NOTES: NOTE ) 'HUED FUNCTIONING. n I ro I LL., AT THE CITY ENGINEERING DEPARTMENT iy 5, CONY, 1000A e, W W TO ESTABLISH A PLACE, TIME, AND DATE FOR Q 2CO2 'Yahaol he M Naviga ion'Tethr►o�o"s rMr. 1. ALL ON-SITE WATERLINE CONSTRUCTION AND ALL MATERIALS S;ALL MEET A. PRECONSTRUCTION MEETING. 25. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE 7, THS. ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND ---- Q THE REQUIREMENTS OF THE TUALATIN VALLEY WATER DISTRICT. PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS HOLDER, PERMIT HOLDERS ENGINEER ORS CONTRACTOR TO OLLOWING A STORM EVENT. VICINITY MAP 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE VALIDATE CLAIMS OF MATERIAL. OR CONSTRUCTION CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION CITY'S INSPECTOR TWENTY-FOUR (24) ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO AND SHALL COORDINATE WATERLINE INSTALLATION WITH OTHER HOURS PRIOR TO COMMENCING WO K, TWENTY-FOUR PROVIDED AT THE PERMIT HOLDERS EXPENSE. ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND 24 HOUR PRIOR TO ANY STAGED INSPECTION SEE CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING UTILITIES. ( ) ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED BY 26. THE PERMIT HOLDER SHALL PROVIDE A DOPY OF A PROPERLY OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE w 1 THE PERMIT. EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR DOWtJSTRCAM SYSTEM. Y 3. ALL WORK AND MATERIALS SHALL COMPLY WITH OREGON STATE HEALTH EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS w DIVISION ADMINISTRATIVE RULES, CHAPTER 333, A.W.W.A. AND A.P.W.A. 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY EVIDENCE OF DISTURBANCE RESOLUTION AND OWNFR v w STANDARDS. OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SATISFACTION. 9• STABILIZED (;RAVEL CONSTRUCTION ENTRANCES SHALL REINSTALLED AT THE SHALL_ BE AVAILABLE AT THE WORK AF;EA. ALL WORK SHALL BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE - - CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS 2.7. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY PROJECT. ADDITIONAL MEASURE MAY BE REQUIRED TO INSURE THAT ALL 3 PIPE 10" AND SMALLER SHALL BE DUCTILE IRON PIPE 4. , CLASS 52 AND SHALL AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED MARKERS SHALT_ BE PROTECTED, REPLACEMENT SHALL BE AT PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT, CONFORM TO ANSI/AWWA. 2" PIPE SHALL BE ASTM D 1785, SCHEDULE 40 PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND TF,E PERMIT HOLDERS EXPENSE. PVC, NSF APPROVED. SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. 10. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL o Y CHANGES TO ANY OF THE AFORESAID MUST DE APPROVED BY PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS THE CITY, IN ADVAt'IC'E OF WORK PERFORMANCE. 28. THE ENGINEER SHALL NOTIFY THE WASIAINGTO14 COUNTY REESTABLISHED. 5. HYDRANTS SHALL CONFORM TO AWWA. C-502 AND SHALL BE APPROVED BY SURVEYOR BEFORE AND AFTER THE CONCRETE THE TUALATIN VALLEY WATER DISTRICT. 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE HAS BEEN PLACED. 11. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA POSSIBLE. 6. ALL TEES, FIENDS AND BLOW-OFF LOCATIONS TO HAVE A FOURED--IN-PLACED AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN 29. THE PERMIT H0_0ER SHALL PROVIDE TO THE CITY INSPECTOR, y CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE 12. SEEDING, MULi,HINC AND 7EVEGETATION SHALL BE PERFORMED AS SOON AS CITY OF T CARD CON;:RETE THRUST BLOCK CONFORMING TO CHART SHOWN ON DETAIL SHEET C6. OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO GRADING IS 0MPI J170 FGR EACH PHASE OF CONSTRUCTION. � Y � BE AVAILABLE AT THE WORK AREA. RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN Approved. ..�4x+t�.l.!1.. .......1.�....................... a /. ALL WATER MAINS TO HAVE A MINIMUM COVER OF 30' FROM FINISH GRADE. GENERAL, WILL BE RESPONS'BLE IN CASE OF ANY EMERGENCY. Gr - 13. STRAW BALES MAY 9E NEEDF'.) TO REDUCE VELOCITY OF RUNOFF IF SHEET Conditionally Approved........... ........................( ): a 14. THE SPREADING OF MUD 0R DEBRIS OR STORAGE OF MATERIALS THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN For only ?, OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS FLOWS BECOME CHANNELLED. ADDITIONAL_ LAYERS OF SEDIMENT FENCE y the work s described in: WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 8. PIPE BEDDING SHALL BE AS PER A.P.W,A. DIVISION 11, SECTION 301.2.02 AND STRICTLY PROHIBITED AND VIOLA _ --Dm TION SHALL BE CAUSE FOR SHALL BE CONSTRUCir:D NEAR THE OUTLET OF THESE AREAS, PERMIT l�.X00.7 001-3 " - SHALL BE 3/4°-0" CRUSHED ROCK. IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT 30. THE PERMIT HOLDER SHALT CA0 0USE HIS CONTRACTOR TO See Letter to: Follow.........................................( ): ANY TIME ORDER IMMEDIATE CLEAN-EJP AND STOPPAGE OF WORK PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME Attach . 9. TRENCH BACKFILL SHALL BE "CLASS B" PER A.P.W.A. DIVISION II, SECTION TO ACCOMP[ISH CLEAN-UP. AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED NOTES: JahAddress:L ,s S'w. COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY By:A&! ,gV41 -f - Date. 301.2..048 IN ALL. PAVED AREAS IN THE PROJECT. 15, EFFECTIVE EROSION CONTROL 15 REQUIRED. EROSION AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED SUB--DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY -EXISTING CONTOURS SHOWN FADED ON PLAN 10. ANY CROSSING OF THE WATER MAIN BY SANITARY SEWER SHALL BE MADE AT MEETING THE D.E.O. REQUIREMENTS. THE CITY MAY AT ANY THE CITY INSPECTOR OF ANY" 'ALL ASSIGNMENT S. TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO / NMENT CHANGE_ '[ . E APPROXIMATELY y0 DEGREES AND HAVE: i8" OF VERTICAL CLEARANCE. -PARKING LOT SECTION: 3" CLASS C ASPHALT CONCRETE O� ER o ma' ACCOMPLISH EFFECTIVE EROSION CONTROL. 31IT IS THSOLE RESPONSIBILITY OF THE PERMIT HC'_.DER TO 6" AGGREGATE BASE OVER J- PROVIDE FOR PROPER RIGHT- ROOF F AND/OR EASEMENTS 9" COMPACTED SUBGRADE 11. ALL MAINS TO BE TESTED AT 150 PSI FOR ONE HOUR WITH A MAXIMUM LOSS 16, PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL 8E PRIOR TO STARTING WORK. PROOF TR RIGHT OR ENTRY TS , OF 5 PSI. SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDI'D TO THE OR MATCH EXISTING ��� ���� BARKOUST, EXISTING SIGNS, PAVEMENT MARKINGS, CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE MAIL12. ALL MAINS SHALL BE CLEANED AND FLUSHEf) WITH POTABLE WATER PRIOR REPLACED, ETC. SHALL BE REESIATERIALU, REINSTALLED OR !_TABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR -SIDEWALK SECTION: 4" PCC OVER 2" (3/4"-0") AGGREGATE BASE REPL:,CED, WITH LIKE KIND AND MATERIAL PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. TU DISINFECTION AND BACTERIOLOGICAL TESTING IN ACCORDANCE WITH A.W.W.A. STANDARDS C601. 17, EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE HDR.SCALE: 1" 32. BEFOi;c PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE VERT.SCALE: N/A SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE PERMIT HOLDER SHALL CLEAN AND HAVE THE CITY COMPLETE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC A PRE--ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER PROJECTNO. y 02-500.13 PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY LINES, THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY ---- ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF Hall Blvd. 10125 DRAWING FILE 250013PAS.DWG DRAINAGEDHAINAGE CON I ROl . FINAL LIFT. 51T2003-00013, PLM2003-00177 -- 1 of x ' SHEET 1 /5 -...•._ rM�.�Yr..�..s�e�r.`w.wrn+...MYw'.vx..:^+.w+._.v...r�...w ,. ...ewe.+,w.wr..,xnrv.. M•�a.Xa+•i,w.wM.ua.Mwn..nun......:.-«....,.. ......w..,..._.. ....-.«o,w..cwr.ww.w.w.w.r.+.....- .._. .....:.. ..-.,.,.:wn:.••.. .. ....,,v.+OMlRsxvro YG:;#t+•• ..,... ._.. _... ..,,... .w:uo-n-..-•.. •. NOTICE. IF fHEPRINTORTYPEONANY III I I II I I II III1 IIIIIIIII IJIII ► III III V ' 111 IIIIIIII�II � IIII ! I1l � I � °� 1 �UO� IMAGE IS NUTAS CI F_AR •4S TFIIS NOTICE, I �1.._ SI ' �I I I $ l_- _ ------ 9 1 U I 11 1 _ __�__I____ 1_ _ __ J Il IS DUE TO TI IE QUALITY OF THE � No.3e I - 1 �. -- - --- _IIII�IIIIIIIIIIwI5IffIZIIIIIIItI>{�ZII IIIILII�ZIIII�II II I I I►�IlllllI IIITI�IIIIIII�l�i lll ILII Iff IIIIIIIII lll•�IIIIII �I II I lllll I I IIII I I II L I III ILII t1 11 III>►bI �i IIIII 8 L 9i � T £ I 7 I t 1Y_17FORIGINAL DOCUMENT 99jL 9i9 F11,1111191111IT1,11111f Jill I IIII. �Il IIll11►11����ul(Illll I1�� I 1 q I It1 I `4 `r • ' 0 c CATCH BASIN - STORM MANHOLE. GRAPHIC SCALE-- CATCH BASIN z � RIM = 187.89 RIM = 187.50 - CATCH BASIN - PHONE MANHOLE - CATCH BASIN \- 0 10 20 40 e0 0 Z , IE = 186.70 IF = 184.10 RIM = 183.42 Q RIM = 185.91 RIM = 185,46 \ RIM = 184.21IE (18") = 181 .12 _ 00 -1 Q, H IE (6") - 184,10 IE = 182.00 _ _ Q 0 �, , ( IN F EE'r ) ■��� .� ��� � s ■A� � �r ��� � � ��� mm e rr � •err �■• •� �� � �■ - Q L7 CATCH BASIN 1 incQ h = 20 ft. RIM 183.51 WE N C IE (18") = 180.91 w o SAN. MANHOLE -� � •� Z, Go IE (8 ) = 1877.25 \ S. W.. LOCUST ST. STORM MANHOLE LUMINAIRE SCHEDULE ? • O CJ CATCH BASIN - - STORM MANHOLE RIM = 187.89 RIM = "187CATCH BASIN.50 - CATCH BASIN ,� 00 5 - IE = 186.70 IE = 184.10 CATCH BASIN r- PHONE MANHOLE RIM = 183.42 c7 C? I., RIM = 185.91 RIM = 185.46 RIM_= 184.21 IE (18") = 181 .12 o IE (6") = 184.10 IE - 182.00 p Q a M E] �-- CATCH BASIN _--- --_ RIM = 183.51 N IE (18' = 180.91 o SAN. MANHOLE1101. RIM i 188.25 � IE (8") = 177.25 O ~ ,�� w 'n x S. LOCUST SSTORM MANHOLE }" " ' ' -- ---�� - -- -- -- - -- __-- - -- -_-- ------ -- - _ _-__ __ - -------- -- RIM = 183.08 U � w r CATCH BASINTRAFF �,I . IE = 178.78 �" z ! --- S50 04 01"W 4.70' -� � RIM = 183.83 � SIGNAL � ' " � c5ii °' s5i0*0 4'07"W 10.97' IE = 181 .'. 3 \ / CATCH BASIN o `- RIM = 181 .46 00 11 8" G .V.`�) I IE (18") = 177.46 EX. d C ' .I. _ � ----- 8 GV vv -_N89'42'30"E 157.22' _ r1 / PHONE 'v';,ULT � ,6' SLOPE EASEMENT - 3641�67�/- 12". `..J BFV . r8 N89'42 30 F 168.62' �� VAULT Z I DEDICATION -A - Q ELECTRICAL_ V4ULT -% 00 1 > ra X l W / x LA o r u z 0 W3 0 ~ Oy o Ln � c Zz or J I � OI � I p I . s..� of 29, 196 SQ. FT. V' ® c� a. cD w U) WYE INTO 8" MAIN AT - 1. Lnl APPROX. IE = 176.1 ?, v 1 OI W I 5 �2' DEDICATION C!� I w to L) Z ` v J Q CL CD QUO z0 �- I W 45 N89'42'3N89'42 3"E 172.21' 33„E 21 .98' � � 1 7' EASEMENT FOR SLOPES, TV w - w CABLES, PHONE LINES, AND WF ELECTRICAL FACILITIES, 87-002134 l I � I I I LLJ 10250 SW 87th AVE. uj Q I U� U TY z U W Q 2 V) I � CATCH BASIN I 00 I 10225 SW HALL BL`✓D. RIM = 182.02 IE = 179.12 N C I I � m ;ANITARI' MANHOLE V1 RIM == 182.10 0 IL (8") = 175.10 STORM MANHOLE 8" GV I M RIM = 181 .82 IE (12") = 173.12 0 z tiYo GRAPHIC SCALE HOR.SCALE: 20 0 10 20 40 80 VER f SCALE: N/A PROJECT NO. 02-500.13 ( 1N FELT ) Hall Blvd 10125 DRAWING FILE 2500138AS DWG 1 inch - 20 ft. SIT2003-00013. PLN12CO3.00177 3 n ,. SHEET 415 NOTICE: IF THE PRINT OR TYPE ON ANYv I1II 1 1 1 1 I I I II II I1 1 1i 1 8 1 I III 9 I ' 10 11 112 004 IMAGE IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE QUALITY OF THE. No.38 ORIGINAL DOCUMENT E 8Z 8Z LZ 9Z Z fiZ £�Z Z TZ 0 e�t 8�i LL 9t 9�L 6�t Et Z1t ti o�I �8---�8T-TL - 9�I IIII IIII 111111►I��III ►III►1111 JIII�IIIIIIII►�IIIIIII11�111111111�►1111111111111111111111111►�IIII�IIII�IIII�III11111111111111111111►11111111111►►1111►11111111►I1111111►►1111111 IIIIIIIIi�llll�ll.11� ILIIIIIIIll�1JWll l i� III IIIII�II I� II U lll�lll � �l II II IIII 111111 1 I � 1�ill11I 111.� I I NI N ------------------ ---- l - CROSSWALK STRIPING GO p PC/PT 00 C� ON --- CURB JOINT 3/4„ R -, _6,. EDGE •,.,-, P I -- �- ------ -, FOR CURB INFORMATION 5' MIN. SEE NOTE 5 ROW I K SEE CURB DETAIL - S ` SIDEWALK RBSIDE 2% �.--2% _-.. -- _ - .� \ sr• r 5" _- - R/W ROAD) - .. �.T-- r ,, ► ,: — ��� shop P 6 ---r - Q "_" -- R DRAINAGE BL.O K U TR N �f �' 3" I.D. PLASTIC ^" w Q I- - Ruu OAD - \., o s� ' - -->- PIPE W/COUPLING r� . �(, -- q S II� l.I::.' �` A��opF Cp. 5' rF__- - - - -—z — . ( W F rn .n -- I °° tn C� SECTION A--A 2" OF 3/4"-0" BASEROCK 6 s - - 16" W W '4 STOP SIGN LOCATION s \�o� ,� w o _J COMPACTED SUBGRADE (INSTALL 4" PVC SLEEVE m UNTIL PERMANENT SIGN : - ENLARGED R/W OR EASEMENT INSTALLATION) P�� on, .�o ""'' ° O oin CL / AREA TO CONTAIN WHEELCHAIR SIDEWALK ADJACENT TO �URL� JP/c� L� \ �•, z � n G RAMP AS REQUIRED P EXPANSION Z o CONCRETE APRON Q�. Q 0 STRUCTURAL SECTION J �, JOINT (TYP) -- --- -- ------ - 0 TO CONFORM WITH I P� cod Iy COMMERCIAL DRIVEWAY 5' MIN. - Rn';y � F- w - 6 - PC/PT DETAIL (SEE DWG. N0. 142) _ -- o a vT -- - ROAD 0 A A WIDTH �---- I�;�II!u,f�`1•ili�lt;�i1>.T, � N3r4'.A� � PLAN VIEW NOTES: "_ `�� DRIVEWAY VARIES 2" OF 3/4"--0" BASEROCK 66 . COMPACTED SUBGRADE _ �11 = 0E/ U — -�� SIDEWALK AWAY FROM CURB 4' 4' 6" - 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY �Q�`" Q' OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING f p� NOTES: EXPOSURE - _ �-� � FLUSH TO A MAXIMUM OF 20 FT. E o 73 1. CONCRETE SHALL BE 3000 P.5.1, AFTER 28 DAYS, 6 SACK h11X, SLUMP RANGE �1 _ ._- _ `' 2. TRAVERSE EXPANSION MATERIAL TO BE PPF-MOLDED NON-EXTRUDED MATERIAL > t OF 1-1/2" TO 3". "ii1�1; ..,,, WITH A MINUMUM THICKNESS OF 1/2". d. ' 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 25' MIN. RADIUS (TYP.) 2. PANELS TO BE 5 FEET LONG. 4" P.C. CONCRETE iF I'-I �0 C)o�u`��'�0 0 0 WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. r v „I 0 oo�c..�oor�oa�� FOR RAMP INFORMATION 3. EXPANSION JOINTS S TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 2" 3/4"-0" AGG. BASEROCK - -' 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. SEE WHEELCHAIR RAMP DETAIL (NO. 128) UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. FOR SIDEWALK INFORMATION 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE SECTION A-- A 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET SEE SIDEWALK DETAIL (NO. 120) CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. AND MAX. OF 3 FEET FROM PROPERTY LINES. W 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE NOTES: w �R/W CURB IS USED OR IF SIDEWALK IS INTLIJDED AS PORTION OF DRIVEWAY. - OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 1. CONCRETE SHALL ATTAIN A MINIMUM CDMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 6. DRAIN BLOCKOUTS IN CURBS SHALL. BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMS PANEL SHALL BE PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT- TO BE PLACED OVER PIPE. BE EDGED ON 4 SIDES- J 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. APPROVED BY. APPROVED BY: APPROVED BY: - u APPROVED BY: W NO SCALE NO SCALE NO SCALE NO SCALE AGUSTIN P. DUENAS -- AGUSTIN P. DUENAS AGUSTIN P. DUENAS �- -- AGUSTIN N. DUENAS ENGINEERING DEPARTMENT -- -- ------- ALTERNATE ENGINEERING DEPAPTMENT - CONCRETE ENGINEERING DEPARTMENT --- ------ STANDARD CORNER ENGINEERING DEPARTMENT — CITY ENGINEER DWG. NO. L1TY ENGINEER DWG. NO. CITY ENGINEER DWG. NO. CITY ENGINEER STANDARD CURB DWG. NO. TIGAR S.W. HALL BLVD. 13125 S.W. HALL BLVD. 13125 S.W.HALL BLVD. 13125 SW. HALL BLVD. .1 '�.Vw TIGARD. OREGON 97223 WHEELCHAIR RAMP 1 2 S TIGARD.�GRf:GON 97223 125 TIGARD, OREGON 97213 - .— ,tti' r','. TIGARD. OREGON 97123 - -- -- )) VOICE: (SOJJ 679-4171 MARCH 1998 COMMERCIAL DRIVEWAY SIDEWALK ( ) 1 6 2 FAX (503)639-4171 MARCH 1998 1 2 0 ,.I FAX: (SOJ)679-4171 MARCH 1998 wlcE: 503 6W-4171 MARCH 1998 FAx 507 661-7297 FAx: SOJ 661-7297 FAX: (807))661-7297 fA. SOJ 6M-7297 CITY OF TIGARD - CITY OF TIGARD CITY OF TIGARD - --- CITY OF TIGARD OREGON APPROVAL DATE _ OREGON -v- APPROVAL DATE --- _ - OREGON APPROVAL-DATE - - -— OREGON -- APPROVAL DATE -- - --- —�- �--- - - 10' MIN. ----�►I - -- -=-- - - _ - _- - -_ - _.�._-^—�_ -___�-_ - - -- --.--- -- - 6 CLAS "C AC - OR - 3" CLASS "C AC / U ' i0 TUALATIN VALLEY WATER TO LOCAL. PWMDINO ( l ON 8" CSF 3/4"--0 TI-RUST BI-CCK ITIIITY vAUL- 3842-PYT ' � -b l nR EouAl � U �_ � DISTRIC" STANDARDS CODE STANDARDS " DISTRIC- APPRO.FO --- 2% SLOPE TO STREAM RETAINEk GLAND �\ I'M ggChFLOW DEVICE -t2'MIN ---- ------ '- j -- , ,CONC�ET: PAG z --�� \ _ - — - a _ _ I U 5POOL FLG_. P. br, r ELANCE COUPLING' ADAPT(1A 4 I I J C �,�. a ora , o I a _,D'_ D.. _..��__._- � � >'- ' I ' 1 ..�-• RIGHT OF WAY I �( FLOWjim- \ I- � I 7 COMPACT & STERILIZE SUBGRADE ® �I\ ,!LI I'� i - - - --�: 1 --} F--- w 0 I �' '� v EASEMENT FABRIC I( g s �LRE�" ,� Z I 3'-8"' ' I a O 6. _ I I ? Q MAINTENANCE ACCESS MIN — ' CONTRACTOR 10 SEAL ALL , < C -- 1 I -^^ 2 -�" 3 OPENING IN VAULT WITH 14ON 0' .1 MIN ; m �_ SH R'NK GROU PRIOR TJ 0: I • • I 8'-0" pi BACKFIL-ING �-�_ FIRE: DEPARTMENT I V g 2�-2 7/8' I J " CONNECTION w I -�_ _ _ y ' , OSHA APPROVED LADDER ---�-� ___-�- _...�_ I 0 h .� -- I W ' VATH ALUMINIUM I.ADGFR 7• w �• W _ WENSION BY UTILITY VAULT - I 1 -_'...---"'•'-----� I PLAN '� PROPERTY LINE ---- 5 MIIJ. — - RNN TO CURB OR , 2 1/2" A.C. -- B'. MAX STORM DRAIN d n `7 - -- 4" OF P.C.C. ON 4" OF 3/4"_0 �RounD INE �^ Mi f - l__ PLAN 2% SLOPE TO STREET l- - o LLT Ic SLOPE EARTH AWAY FROM V --�-- VAULT IN BERM AREA Lu- �- -� REDUCED PRESSURE BACKFLOW U r' MINI — .. . PLAN PREVENTER FEBCO MOCEL 825Y - CL_ARANCE ON 0 EQUAL -.\ '. Z OPENED OS&y VALVE -� T 4" A.C. INLINL CHECK VALVE ��4�\'� FABRIC ° � -1 I —�---- -4l d1t L. PEDESTRIAN PATH OR BIKEWAY �� a -It — CONTRACTOR TC INSTATE i' y(RF-r, -' y CONLRETE BALLAST 3 CU YO ___ ._. __�: - 1 ' .. --_- - J"F MIN WHERE FI..00DING OR ' ^'•PI NDOIVPE N�..,� 11 MIN - HIG" G�ROUN-GWATER EXIST�i r (T'(P) _.� -^ h �N �a � NO i ES: _I 0 DRAIN TQ DAY[PGH' OP - L-.—___.__-.-__--_-- ---J INSIALL SUMP PUMP -----"7 • d '0 1. CONCRETE SHALL BE 3000 P.S.I. AT 8 DAYS 6 SAC MIX, SLUMP RANGE OF 1 1/2"-3' CCNTACT DISTRICT FOR - ` I -` \�� �\ Cr P ELEVATION PUMP SPECIFI0,TIO , U g 2. CONCRETE PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINTS 5 FEET APART, - -- a -` =f a o k FIRE LINE DOUBLE CHECK DETECTOR FINISH GRAI)F v o EDGED ON 4 SIDES AND HAVE ALIGHT BROOM FI DISH. DISTRICT INSTALLED CUSTOMER SIDE -.--.- --.-.- - UTILITY VAUL1 CR *EQUAL 3. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006) OR APPROVED EQUAL. - --' - - B11-Co DOOR / 2" DRAIN To DAYLIGHT SIZE WITH F.0.0 WITHOUT F.D.0 I OR 'EQUAL % SLOPE I;'S" PER FOOT MIN - 4. COMPACT AND STERILIZE SUBGRADE. ---- - - - -- coNCRLTc Fn,, AWAY FROM VAULT M 4 676-WA 577-WA J-5AL ELEVATION _ -- - 6 87-WA _E76-WA J-5AL EI EVA TION o d 6 5106 LA 687-WA JD-3AL --- ----_- -- ------ ---- ---_--- -- 10 5106-LA 5106-LA JD-3AL DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE APPROVED BY NO SCALE -- — --• --------- FREEZE PROTECTION,AND CLEARENCE FOR TESTING ARE r AGUSTIN P. DUENAS /L - DISTRICT ENGINEER APPROVED EQUAL THE MAJOR CONSIDERATIONS FOR INSTALLATION.BRASS ENGINEERING DEPARTMENT .-- _- MAINTENENCE ACCESS OR CITY ENGINEER DWG. NO. PLUGS TO BE INSTALLED IN TEST COCKS.ADEQUATE yyyy ,1' 13125 S.W HAL. BLVD. _ nl,"7 �' TIGARD, OREGON 9722) — —._ '-----"-"-- — —"' ----.- _-.".._.I1 t)F. HBI( 13I 1U1 J VOICE: (503)639-1171 MARCH 1998 PEDESTRIAN/BIKE PATH 6 � DOUBLE CHECK '�{ I I'" i DRAINAGE ALSO RE©DIKED. SIT2003-O'JU13, PLMzoo3-o01�7 FAx (503)694-7297 4 of BOR.._GALE. 1 CITY OF ncARD - -- DETE=CTOR ASSEMBLY BF 200) s ,. OREGON APPROVAL 0.1 It , :--�__.._.-_. ------ _- ____�--- .-- __.--- ---_._ --- N _ _ -- _-.------- - VERT.SCALE: N 7A I � I 70 1 ualatln Valley Water District -- _ -� _ � _ —� F r 1 -112" & 2" METER l) TATI O 1 1/2~ dL 2" REDUCED P TAIL N PROJEC`fNO. 02-500.13 'fualatinValleyWaterUistrict. INSTALLATION 702 Tualatin Valley Water District. PRESSURE BACKFLOW DEVICE Br 30� - DRAWING FILE 250013BAS.DWG -_ H E ET 5/5 NOTICE- IF THE PRINT OR TYPE ON ANY III l l I ! 1 1 1 III III III III IIIIIII III III III III Ili III III Ill III I It III I l t III III III I l t III I,I,I, III III t l l III III III III I I I I ! IIII I I I I I I III III IIIIIII III III VIII �� UO4 IMAGE IS NOT AS CLEAR AS THIS NOTICE=, II I � 21 I I I J h I I ! I I I $ I � / � IT IS DUE TO THE QUALITY OF THE No.39 ORIGINAL DOCUMENT -r ----- -- --- _ IT -_- _— -- .^ _._ _ _ F 6Z 8Z LZ 9Z 9Z itZ EZ II ZZ IZ UT 6 . 8I Lt 18l 5i hl SC Zl tt i �88 I L I l8 9 I Tfi 8 I �Z �T Ilii IIII III! 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'—`ii—'_ M 71 11Of] � ?'{>'l>'{s� 'fi�'�h! 1,0 Landscape Contractor is to deslgn and build an irrigation System that complies with accepted - - -- — Industry standards. Ip l .gx rwy5x); 2.0 Coordinate with the General Contractor on the meter size available for Irrigation. 3.0 Landscape Contractor is responsible For all permits and testing reqt.ired as per local Municipality. !„ 4.0 Topso.l needed for the project Is not part of this plan. Topsoil Is to be coordinated with the Gereral Contractor. E/ 1/10/03 :.t } 4 ST LL 9 TA Ls r. Tri LS °F:'rih :y} DRAWN Ear,ANA IN .M. ;k { I D.N. I SCALE: Hall Blvd, 10125 0 10' 20' 40' SIT2003-00013, PLM2(73-001',- L4ND5C4FE FL4N � Sof 71 11. = 20'-0" NOTICE- IFTHL PRINT OR TYPE ON ANY iii III � I � I � �I � IIS � i � I � III III III I I ' Ill III IiI !iI ill IIS III I III ; iii IIiIIiI IIIilII ill ' I I Ill iii iII ' lIillll IIIIIII I I ifl Ill IJillli III IiI' ilflllli II ( ( illi IMAI.aE IS NOT AS CLEAR AS THIS NOTICE, - �l ( ( �_ of IlI � hT IS i�UC TO THE QUALITY OF THE - N, .�g �,»,��wa,,,,, OR1C31NAL DOCUMENT Z 8(Z �Z__--Tn' I_--t �Z ifZ UZ 6 I 11I L 1 9 i S 1 6 i V I ZII I t I16 I e L 8 9 Lf £I I1III IIlI�ILI�IIllll ll� 1 Illll„i,i►�I►IIlllllll!!I►ll II II I I ll ll liII IIlI►�IIiIiIliIi. Illi!lIIIIIIIiiIii IIIII�iIIlllllllllll! ► I II it l iIIIII�IIIIIII,I��lll IIII�IiIIIIIIIIiIIIIIIIi I i I L11�U��,�lliIL111111111111111I1 � l �11.LI�i,�IU. Iu IiII�NIiI o � CATCH BASIN - -- STORIvi MANHOLE GIZAYHIC SCALE �1 RIM = 187.89 RIM = 187.50 - CATCH BASIN za u Io ,0 40 - CATCH BASIN �- PHONE MANHOLE CATCH BASIN RIM = 183.4'1 so �1) � � 0 Q 00 fE = 186.70 IF A 184.10 RIM = 185.91 RIM = 185.46 RIM = 184.21 - - - �o IE (6") = 184.10 IE 182.00 IE (1 Fs ) = 181 ,12 -- - .r... . .�. . . . . r . . .. . .lm ...fir IN FEET ) CATCH BASIN I inch = 20 Pt. d `�' o RIM = 183.51 WL Ce. c� ala r� IE (18 ) = 180.91 � o SAN. MANHOLE ----� _ _ . _ ._ RIM = 188.25 SST. w ` !E (F1") = 1 -/7.25 '�/ S. V V . LOCUST 7.25 � 1n U _ W LUMINAIRS 1.ORM MANHOLE _ _ C H C D U L L �. INSTAI.L 95 LF OF TRAFFIC CATCH ETAS TRAFFIC -- I WAFFIC -- -'` RIM = 183.08 ^IN �� IF = 178 78 LABEL QTY. CATALOG NUMBER DESCRIPTION LAMP LUMENS LLF WATTS °" O n FRENCH DRAIN AT TOE SIGNAL RIM = '183.83 SIGNAL SIGNAL /�/ 5 a - OF SLOPE. SEE J-BOX IF = 181.13 J-BOX 1 4 MCL4400MA-8 40OW MH Shoebox type MH4000 36000 0.72 908 ._... vi DETAIL, THIS SHEET - CATCH BASIN RIM 181 46 ? 2 MCL_4400MA-8 400W MH S;Ioebax type MH40UU 36000 0.72 1362 o �' - 0 V �", F_X.,. ..�c.I,. 8„ IE ( 18") - 177.46 00 • K ; W 4. J n n y^ 00 r� I : -._ _ N89'4 '30''E 157.22' --- RIM - 180.65 ' PHONE VAULT � � .. .. ... ,..., ..,.,,.. ,.... ._.W .,•., ....,b� .............. _�,a... , ._... .�,...... 'I 6' SLOPE EASEMENT - 36416 �`` • J ._ _. .. . .. i RECORDING N(). 89 � `' Q 12" Br_ I V '�r {� 12 OVERFLOW = 1 78.50 o ! ( ' UTILITY VAULT i.�1 ' d � � l I w w ` TOP L_L_h�;' 1 /i�. 10 v TRAFFIC SIGNAL ►- ELECTRICAL VAULT `�' ° - IE OUT = 175 ` J BOX. PROTECT t .00 , >< ' '4 - I I OR REPLACE I r' > ' CUT OR BROKEN X 4' x 104' DETENTION PIPE 0.50' SEDIMENT - f WATER VAULT FDC. -- CONNECT TO 1=XISTING __- I w _ IF = 1%4.50 STUkA(�L. 8• MAIN WITH 8"x6" 1 AND 6 DDCV I TAPPING SLEEVE AND I I i ! IE OUT- 1 75.00 - INSTALL 105 LF OF 6" --� e 1 .90 7RIFI1✓E F" GATE VALVE. 4ZD.I. FIRE WATER I , 142" METER 4 b AT 174.50 Q INSTALLED BY TVWD �, s W W I I I Q 1lo . Z Z< 0 INSTALL 1 -1/2" DCV PER DETAIL, 1 ! ¢ .� D -.T E N T I 0 N PIPE A N D SHT. 5 AND 106 LF OF 1 -112" -- �-'- li e• COPPER DOM. WATER 0 I MANHOLE D ETA! 1_ - J Q :. _ z INSTALL 77.0 LF OF f, 4 , f,, PVC ATS = 0.015 _.. �. � ' ` • � �+.� .-� � D I + • INSTALL S1 ORM ILTER d u W 1 WYE IN 8" MAIN AF -4 ;I CATCH BASIN AND ! ' d L OCATE FRAMF AND COVER APPROX. IE = 176.18 I' I 2.5 LF OF• 6 PVC � � OVER LEDGE OF AT J i LEAST - d _ 01 , I _ AT S - 0.02.0 I ? i 12" IN WID-FH a - 1 RIM - 18275 ( +•�� I a 11 f) IF -= 18 i CO SAN. CO • Q I "�. I o I II , \\ n e \ - _ ` i• IE = 1 UO.VV ^ I L - _ -- . lI� I INSTALL 1 10.8 LF OF ` l. 4 hI U 6 4" PVC Al" S - 0.029 INSTALL SEDlMEN1ATION MANHUI_E '3 USE ECCENTRIC CONE A<IU U) U Z RIM = 18 0.6`5 LU OFFSET MANHOLE LID 10 AVOID- SEE DETAIL FOR INVERT INFORMATIONI CONFLICT WITH CURB, AS SHOWN '' •� / Z -� _j SEE cn 4' x 104' DETENTION PIPE 12 I SET FRAME IN NON-SHRINK ` J - _ -- oD I GROUT Q C� ^ MAXIMUM 27" FROM �yZ O ./. ,� , TOP OF FIRST STEP �• _ D 11.. STA 3108 8.0'R--- �. I TO FOF Or CASTING j .1 __j_ + , V Q Q INSTALL CLEAN OUT - - - - _ �,. -�, -�-- �-- _ � � _��.�'_. � GRADE R1NC;5 ;2., . UR 6") _/ z IE = 180.73 I G l_- - - erg ��. .� �.r.� r ,,. • n 11 ` - - /� u I NOTES: SET IN NON-SHR(I` K GROU F Q -) v ' Lu STANDARD ECCENTRIC -- INSTALL STORMFILTER ( - MANHOLE TO CONFORM WITH a N -`'3' CONE STA 3-L-08, 1 5.5'I_---- --- ' - INSTALL ELECTRICAL VAULT �- � � TV - -./ '� INSTALL G-2 STYLE CATCH BASIN CATCH BASIN AND 15 LF 7 EASEMENT FOR SLO( E.., MAN LF TO � � Z � e RIM = 183.15 ! OF 6" PVC ATS = 0.0?_0 CABLES, F'i-iONE LINES, AND ° '• I -M.9NHOLE FRAMk AND COVER v IE = 181.20 RIM = 180,06 ELECTRICAL FACILITIES, 87-002134 ( r ; AS SPECIFIED SEE DRAWING 110-SA/120-SA _ - ; (,.. INSTALL 23 LF of 12" C-900 I IF = 177.77 s A -ALL PIPES ENTERING OR EXITING , ATS = 0.020 TO CLEAN OUT I INSTALL 36 I_F OF 12" RCP AT S == 0.044, TI1 --� 'SHALL BE WATER TIGHT , MANHOLE SECTION Ii 10250 SW 87th AVE. -CHANNELS TC BE 3/4 VERTICAL ` MANHOLE S 1 TION CAST IN PLACE M,�Nf IOL_I: I - HEIGHT OF PIPE-SMOOTH FINISH w f INSTALL. 87.6 LF OF 12" C--900- - Y'"- RIM = ' 77.18 M AT S - 0.086 TO EXISTING I ti - RAM-NECK OP KENT-SEAL TO BE u MANHOLE I IF T (S) = 173.18 I' - NSIDEODROP MAXIMOUM zLE ECTION� z I I OFFSET RIM TO AVOID CURB PER DETAIL, THIS SHEET 0� b _ VERTICAL DISTANCE INVERT TO INVERT REPLACE DAMAGED CURB PER ODO f DETAIL -- CATCH BASIN MINIMUM HEIGHT OF STANDARD 3 CATH BASIN -,--.-. ASIN I - RIM = i 15.31 SEE DRAWINi; N0. 100-SA MANHOLE SEEPS - ^ 10225 SW HALL BLVD. $ TO E 5' RIM = 182.02 IF = 171 .30 _ - KNOCKOUTS TO BE USED WHEN STUB OUT FIPE IF = 179.12 I IS 3' OR LESS o - MIN. .20' FALL BETWEEN INLET AND OUTLET " 48"MINS i I t 12" MAXIMUM � U 1"/F-T. SLOPE L FOR CONCRETE PIPE p - 1'" MIN. FROM TOP OF v f SAfJI► RY MANHOLE ---- I I PIPE TO MANHOLE ` RIM = 182.10 !'I � SECTION IF (8") - 175.10 if COARSE R - v. D AIIJ _ -- -�._ ROCK I I _ ---- - � �-„�•� _ -- �_ D . V` a• a GV 3/ U GRAVEL ___ Fr 'STORM MAi�!HUf_E ---''' I r•r _ RIM 1$1 .82 � I OR DRAIN ROCK� 6" 12" OF 3/4"--0 COMPACTED �; • MINIMUM CONCRETE S11 BASE MATERIAL • �`"`""�: `� IE (12") = 173.12 6" PERF. PVC i r - _ DRAIN PIPE` ; ,Iry�+Iiyll v, ,_ . : +' t ::• �� I' 18' 6 MINIMUM' -- ,S,YO _t_1 ';r Hall Blvd. 10125 0 -- } 5112003-00013, PLM2003-00177 Z I _ 6 of �d FORMERLY: • HOR.SCALE: 1' - 7O" ! S -CA N D A R D MANHOLE �� unif led ----- - - I `✓ VERT.SCALE: N/A ` I FRENCH GRAIN DETAIL sewerage { PROJECT NO. 02-500.113 I agency DRAWING NO, 010-SA DRAWING FILE 250013BAS.OWG NOW: CLEAN WA ILR SERVICES FILF ORAFT,.SANI SO ORAWNG S0010SA SHEET 3/5 i NOTICE: IF THE PRINT OR TYPE ON ANY I I I III ' I l l l j l I l l l l j l III I I I I I I I I I I i I I I' I I I ! I I III III I I ' I I I V I I I I I I I I I I I I it IMAGE IS NOT AS CLEAR AS THIS NOTICE=, 1 I Z 1 ,�n ,�UU4 i 9i 101 11 12 - - - 1 -No 11 IS 170E TO THE; QUALITY OF THE -_ -- - ORIGINAL DOCUMENT 17, , U Z E3 I S�[ I Lj i IAT 4 i 6 t Ef[ Z i I t I Ifi I 8 L r 9 Q I'b tb' Z t alrirN iii`iliii►�iii, ii►�f ilii sill �I�►�►►�il►i�i iii �lI ► I► I , I l I I I I ' t I � I � ��II���I►�►Iljj►�I�j,���I�II�►���Ijl�l�j�j�lj, ., �►IIIljl I I I►IIj►����►II►II►��►I�l►Ili►j►Iljll�l► l 1 II I,I I I Illlllllllllll�lllJ�111 I I �� II►I�� - . Q CSV CATCH BASIN - STORM MANHOLE ,y 0 RIM = 187.89 RIM = 187.50 - CATCH BASIN CATCH BASIN 20 „ 10 20 4U e0 f cx o -- = = RIM = 184.21 rn Il 186.70 IE 1X34.10 CATCH BASIN PHONE MANHCI_E RIM = 183.42 ice' RIM = 185.91 RIM = 185.46 IE (18 ) = 181 .12 Q o C �� IE = 182.00 - - IE (6 ) = 184.10IN FEET I �- - .�. �� '� �i '�� '� �'� f - CATCH BASIN �` 1 inch = 20 ft. cn N RIM = 183.51 `tom W IE (18") = 180.91 ~` I o SAN. MANHOLE RIM = 188.25 S. W. LOCUSTST. } W f, a, c�i� IE 8" = 177.25 d w - ( ) LUMINAIRE SCHEDULL W STORM MANIIOLE - --- '"' U - ---- -- - -- o RIM == 183.08 .r,, v1 a. z o INSTALL 95 LF OF TRAFFIC - CATCH BASIN - TRAFFIC TRAFFIC - LABEL QTY. CATALOG NUMBER DESCRIPTION LAMP LUMENS LLF WATTS "' FRENCH DRAIN AT TOE SIGNAL SIGNAL SIGNAL IE = 1 18.78 a OF SLOPE. SEE J_9OX RIM - 183.83 J-BOX 1 4 MCL44-OOMA--8 40OW MH Shoebox type MH40OU 36000 0.72 908 DETAIL, THIS SHEET IE _ 181 .13 `�\ :-� - CATCH BASIN 2 2 MCL4400MA-8 40OW M!i Shoebox type MH400IJ 36000 0.12 1,'62 o RIM = 181 .4.6 � a a0 IE (18") 177.46 LX. 8' G L 8 G V �'I 811 GV =- rJ RIM = 180.65 VLR � • ° 89'42'30''E 157.22' d.... d "_. . ,. • . - • ''� i 12" OVERFLOW FLOW = 178.`0or r PHONE VAULT F SLOPE E! SEMENT - 36416 / y RECORDING N0. 89 � ._.d 12,E BF,(� " - UTILITY VAULT I (III' •a` . I z �_ o �_�. _ - - / TOP EL.EV = 178.70 '' "co w �-� ' �' ____ . _ _ _ __.___ $ Ir 14 TRAFFIC SIGNAL �� i>o a ' ---�- ( `' ''° J-BOX. PROTECT - IE OUT = 1 7 .00 ELECTRICAL VAULT --� i I OR REPLACE IF 1 • T Ix 1 CUT OR BROKEN F4' x 104' DETENTION PIPE 0.50' SEDIMENT -\ o IE = 174.50 STORAGE \ I f-WATER VAULT FDC,, �I; \\\ CONNECT TO EXISTING --� I i AND 6" DDCV # -� 8 MAIN WITH 8x6 1 - / I LD IE OUT= 175.00 -- 1 .90" ORIFICE z TAPPING SLEEVE AND I INSTALL 105 LF OF 6 6" GATE. VALVE. 1 , ' `'`y►• D.I. FIRE WATER � � AT 174.50 � 142„ METER W 0 �. I I z NSTA!_LED BY TVWD j W W Roil z Q O I Q Imo" DETENTION PIPE AND - I INSTALL 1 -1/2" DCV PER DETAIL, I - _ --- SHT. 5 AND 106 LF OF 1 -1/2" -a: a ~ I � � � MANHOLE 0 LE D �1 AI L I I COPPER DOM. WATER z I INSTALL 77.0 LF OF 6" PVC AT S = 0.015 +' - 1 \ e ---- --- - M INSTALL STORMFILTFR - ' i i s • I . I J „ "^� • 'l:' i a " ' c ! LOCATE FRAME AND COVER ..J WYE INTO 8 MAIN :'J -� it I CATCH BASIN AND APPROX. IE = 176. 18 \ -\ I 25 LF OF 6" pVC I I J I OVER LEDGE OF AT LEAST 0 4 AT S = O.020 e I J I 12" IN WIDTH G RIM = 182.75 I e I! {� Ir = 18 . 2 CO SAN. CO " - h IE - 180.00 IV �J Cif " 1 INSTALL 130.8 LF OF ( ��-- - I- - � CnU ,? Ld 4" PVC AT S = 0.029 INSTALL SEDIMENTATION MANHOLE_ li 3 USE ECCENTRIC CONE AND v RIM = 180.65 I I' li ♦ OFFSET MANHOLE LID TO AVOIU •' z .J w ( ♦ CONFLICT WITH CURB, AS SHOWN 4 a v� SEE DETAIL FOR INVERT INFORMATION s' }R it J U ' z - SET FRAME IN NON-SHRINK- I �; 4' x 104' DETENTION PIPE 12 ��� GROUT . ' Q., Q 1 r I ' I � z � �• I MAXIMUM 27" FROM n/ � I ( TOP OF- FIRST STEP D �I .J •,/' e `LJ I TO TOP OF CASTING Q e ,! _ O STA 3+08, - o Z INSTALL CLEAN OUT - _ C RADE RINGS (2",4",OR 6") S Q IE = 180.73 � C .�.� �. .��� .� ._.�...�� mZ .�-y+rte .-oz. m�"'N. .1C�.,,�,�, SET IN NON-SHRINK GROUT � - L W ^ NOTES: STANDARD ECCENTRIC -_� / """INSTALL 'STORMFIL(ER -�� � - MANHOLE TO CONFORM WITH a N �3' CONE � Z STA 3+08, 15.5'L- - ( INS-IALL ELECTRICAL VAULT CATCH BASIN AND 15 LF 7' EASEMENT FOR SLOPES, TV I ASTM c-478 W INSTALL G-2 STYLE CATCH BASIN OF 6" PVC AT S = 0.020 CABLES, PHONE_ LINES, AND I -MANHOLE FRAME AND COVER RIM = 183.15 RIM - 180.06 ELECTRICAL FACILITIES, 87-002134 i ! AS SPECIFIED SEE DRAWING 110-SA/120-SA A IE = 181 .20 _ INSTALL C3 LF Of 12" C-900 I `� IE - 177.77 I + I - ALL PIPES ENTERING OR EXITING �. AT S = 0.020 TO CLEAN OUT I SHALL BE WATER TIGHT A MANHOLE SECTION 10250 SW 67th AVE. INSTALL 36 LF OF 12" RCP AT = 0.044 TO ' ° ---CHANNELS TO BE 3/4 VERDCAL (VARIABLE: 1'---4') CAST IN PLACE MANHOLE I HEIGHT OF- PIPE-SMOOTH FINISH INSTALL 87.6 LF OF 12" C-900 RIM = 177.18 - RAM- NECK OR KENT-SEAL TO BE e = Y ATS = 0.086 TO EXISTING IE IN (W & N) = 173.38 USED ON ALL MANHOLE SECTIONS MANHOLE IE OUT (S) = 173.18 -INSIDE DROP MAXIMUM 2' Z OFFSET RIM TO AVOID CURB PER DETAIL, THIS SHEET 1 VERTICAL DISTANCE INVERT 1-0 INVERT p - CATCH BASIN MINIMUM HEIGHT OF STANDARD 3 REPLACE DAMAGED CURB PER ODOT DETAIL RIM = 175.31 TO BE 5' CATCH BASIN I `"" 102._25 SW HALL BLVD. - RIM = 182.02 ^� IE = 1 71 .30 - SEE Dr AWING NO. 100-SA MANHOLE STEPS o �' - KNOCKOUTS TO BE USED WHEN S rUB OUT PIPE IE = 179.12 I� ' IS 3' OR LESS v ' ° 1 - MIN. .20' FALL BETWEEN INLET AND OUTLET -`��"MIN. - _- 11" MAXIMUM 1"/FT. SLOPE 1" MIN. FROM TOP OF FOR CONCRETE PIC)E D °i o r i r I PIPE TO MANHOLE } I • / SECTION SANITARY MANHOLE ------- ---- - - RIM = 182.10 n Q d. IP v � 0 0 IE (8") = 175.10 1 COARSE DRAIN D' a '� a. - ,,,__ROCK - -_-� - ----- I - 3i'"-0 GRAVEL STORM MANHOLE MANHOLE -- I 4 �r, ,`It 8" GV OR DRAIN ROCK t''( 3 12" OF 3/4"-0 COMPACTED �" MINIMUM CONCRETE�Q: RIM = 181 .82 ' II BASE MATERIAL r, a IE (12") _ 6" PERF. PVC--,.,, `,•.= '- - -- 1 73.12 � �, ,;' MINIMUM DRAIN PIPE ':'GI,...t,t' '3 ,I ... •. Hall Blvd. 10125 SIT2003-00013, PLM2003-0)177 7 o �• ( f -I 18" I-- FORMERLY: IIOR.SCALE: 1" m 20' i STANDARD MANHOLE sewenif d - i I RLNC1-1 DRAIN DLIAIL VERT.SCALE: N/A PROJECT NO. 02-500.13 agency DRAWING FILE 250013BAS.DWG II DRAWING NO. 010-SA NOW: CLLAN WAILR SERVICES - - -- FILL DRAFI:SANI SD DRAWNG S0010SA _- - S H E ET 3/5 NOTICE: IF THE PRINT OP, TYPE ON ANY 111 1 11 1 11 1 11 11 111 ' I I I I III III III 111 III III I I I I I I I I I 1111 f III I I III III III I I I I I I I III III I I I I I I III III III III III III I ! 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