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Wall Street Street Improvements
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CITY OF TIGARD Om .z oZZw K=ZW W... b M 55wa SW WALL STREET IMPROVEMENTS PROJECT Wooik „ „ „ CITY OF TIGARD PROJECT #95047, EDA AWARD #07-01-07346 m , o � "INFRASTRUCTURE OF HUNZIKER INDUSTRIAL CORE" OCTOBER, 2017 Z i O INDEX L �N W .1( LC CI COVER & SHEET INDEX C40 DRIVEWAY PROFILES IV i tea= — .s C41 SIGNING & STRIPING I C2 LEGEND o U W C3 GENERAL NOTES C42 SIGNING & STRIPING II 0 0 W oZ C4 TYPICAL SECTIONS D1 ROADWAY DETAILS I Z s c C5 EXISTING CONDITIONS & MONUMENTATION I D2 ROADWAY DETAILS II t - OrcharAs F l pRegalC Cinemas ngerd 6 47� `` Va n co uv'ef X °9aeka °vaF /\ h o ow¶`°°°`Yu�Yu'/\ - D3 ROADWAY DETAILS III w �N C6 EXISTING CONDITIONS & MONUMENTATION II CI 1 26 e. °""°"r `14IF �� , D4 ROADWAY DETAILS IV z 3 M A C7 EXISTING CONDITIONS & MONUMENTATION III W poupal.'.- a n&.1 o H RockCee — � C8 EROSION & SEDIMENT CONTROL COVER SHEET D5 ROADWAY DETAILS V w Hillsboro eeaarrnw RTLA - r-y�,a 0 © L�J ° C9 EROSION & SEDIMENT CONTROL PLAN I D6 SIGNING & STRIPING DETAILS I = cn h°s Aloha _.,..Gresham a. '� swaen�_� E3 (n '.{e I:. o eaverton h- g3, aw==q �. � sy,.,e 1471 2 J f , LOWeSHOmea C10 EROSION & SEDIMENT CONTROL PLAN II D7 SIGNING & STRIPING DETAILS II -- - �r, Impp.emem k3 igardD8 SIGNING & STRIPING DETAILS III 4 Lake Os go ,v,l ° ,5 v C11 EROSION & SEDIMENT CONTROL PLAN III CC ,21 W D9 SIGNING & STRIPING DETAILS IV w PROJECT J224 © C12 EROSION & SEDIMENT CONTROL DETAILS I o Share°''_ �regnn pity '= ® P°„I,n,o,eg®e,1 D10 SIGNING & STRIPING DETAILS V U \\\�//.O C13 EROSION & SEDIMENT CONTROL DETAILS II LOCATION 1:.. , wv,mss u C14 EROSION & SEDIMENT CONTROL DETAILS III D11 UTILITY DETAILS I 12l01 Newberg �ils°nville� a�wm C15 DEMOLITION PLAN I D12 UTILITY DETAILS II CI o°mee ° _ r= O ...Canby C16 DEMOLITION PLAN II D13 UTILITY DETAILS III -LLm o c Lafayette © sweayewosa s �$3 a O / _ En C17 DEMOLITION PLAN III D14 UTILITY DETAILS IV . ae."p In villa -., .[2�91 / 12131 - _=Nna 9.1 p H 1°H HP a,a wM°oPneas PROJECT C18 DEMOLITION PLAN IV D15 UTILITY DETAILS V mmm■ » Won°° `° I2"•' aM°falls ''ay LIMITS c19 CONSTRUCTION PHASING PLAN D16 UTILITY DETAILS VI !U_A W f 2211 BONITA 'p 1 r214J _ O L. C20 ROADWAY PLAN & PROFILE STA 10+00 TO STA 14+00 D17 UTILITY DETAILS VII a SW 9nni,o 0.a M°antAnlel C21 ROADWAY PLAN & PROFILE STA 14+00 TO STA 18+00 ALT1 ALT ROADWAY PLAN & PROFILE STA 22+00 TO STA 30+00 LOCATION MAP PROJECT SITE MAP C22 ROADWAY PLAN & PROFILE STA 18+00 TO STA 22+00 ALT2 ALT ROADWAY PLAN & PROFILE STA 30+00 TO END NOT TO SCALE NOT TO SCALE C23 ROADWAY PLAN & PROFILE STA 22+00 TO STA 26+00 CD ALT3 ALT SIGNING & STRIPING I w C24 ROADWAY PLAN & PROFILE STA 26+00 TO STA 30+00 *SL1 ILLUMINATION PLAN STA 10100 TO STA 18100 a CC C25 ROADWAY PLAN & PROFILE STA 30+00 TO END *SL2 ILLUMINATION PLAN STA 18 100 TO STA 26 100 1 j =CI C26 WALL STREET & HUNZIKER NORTH ADA RAMP PLAN *SL3 ILLUMINATION PLAN STA 26 100 TO STA 31 1 50 Q CC 1- RECORD DRAWING C27 WALL STREET & HUNZIKER SW ADA RAMP PLAN i_ =*SL4 ILLUMINATION DETAILS c� Lu IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN I= ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. C28 WALL STREET & HUNZIKER SE ADA RAMP PLAN THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF LO.O LANDSCAPE KEYS *SL1—SL4 TO BE REPLACED BY 1.1 —I LiJ THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION C29 UTILITY PLAN Sc PROFILE STA 10+00 TO STA 14+00 PGE CONSTRUCTION DRAWING AT 0 < > KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN L1.0 IRRIGATION NOTES THE END OF THIS DRAWING SET, CD ES PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. C30 UTILITY PLAN Sc PROFILE STA 14+00 TO STA 18+00 WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND L1.1 IRRIGATION COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO C31 UTILITY PLAN Sc PROFILE STA 18+00 TO STA 22+00 CD cr) RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR L1.2 IRRIGATION FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C32 UTILITY PLAN ScROFILE STA 22+00 TO STA 26+00 A INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD L1.3 IRRIGATION DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF IN , ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. C33 UTILITY PLAN Sc PROFILE STA 26+00 TO STA 30+00 L2.0 PLANTING C34 UTILITY PLAN & PROFILE STA 30+00 TO END L2.1 PLANTING 3 C35 UTILITY PLAN & PROFILE STORM EXTENTION F' L2.2 PLANTING C36 RAIN GARDEN PLAN L2.3 PLANTING DRAWING NO: C37 DRIVEWAY PROFILES I L3.0 IRRIGATION DETAILS CI C38 DRIVEWAY PROFILES II L3.1 IRRIGATION DETAILS C39 DRIVEWAY PROFILES III L4.0 PLANTING DETAILS 1 OF 78 Y 0 O LEGEND sm re LL Z 0 ZLa. ¢a EXISTING PROPOSED W O Z Z 0 O M — RIGHT OF WAY — CENTERLINE z<CL ro W 0 0 a — CENTERLINE CURB m F EDGE OF PAVEMENT J PAVEMENT c CURB PAVEMENT RESTORATION rm 0 CONCRETE SIDEWALK SIDEWALK — WETLAND BUFFER LANDSCAPING c, ~ a WiL WETLAND BOUNDARY „ _., .---•......., STORMWATER PLANTER SD STORM, 44 a. `.i;, RIPRAP z SIZE NOTED IF KNOWN N N < < DITCH SD STORM W ^En x ss SANITARY, SS SANITARY z a- SIZE NOTED IF KNOWN w a i o 12"W WATER w WATER, z o a SIZE NOTED IF KNOWN SAWCUT o p z o c GAS APPROXIMATE CUT UNE z 0 z UGT UNDERGROUND (DOES NOT INCLUDE DRIVEWAY WORK) TELEPHONE APPROXIMATE FILL LINE OHP OVERHEAD POWER (DOES NOT INCLUDE DRIVEWAY WORK) — RIGHT OF WAY x x x FENCE EASEMENT WALL SD STORM SEWER MANHOLE TEMPORARY CONSTRUCTION EASEMENT W ss SANITARY SEWER MANHOLE O MANHOLE W ID CATCH BASIN J MI CATCH BASIN® AREA DRAIN In CURB CUT ® STORMWATER OVERFLOW/INLET o CLEANOUT ID WATER METER ID WATER METER A, FIRE HYDRANT ® GATE VALVE FIRE HYDRANT • GATE VALVE w s BUTTERFLY VALVE L. -.. a cq ® POWER METER t� L"m c \ 0 UTILITY POLE o BLOWOFF .y a Njo 0 GUY WIRE CAP mmE V /� z ED GAS VALVE BEND •V= W r-> LUMINAIRE tt SPOOL/COUPLINGZill a3 a ro SIGN r� TEE 0 TREE, SHRUB, SIGN OR ROOT SYSTEM LUMINAIR AND JUNCTION BOX ~ 00000000i000000000000i000i0000i, STRUCTURE o-o O LJ EASEMENT O — - - - - — PROPERTY UNE fY H— 0 200'- - MAJOR CONTOUR 0 W H- MINOR CONTOUR Ls Ca.O I- z TOE V"I TOP Li J LLJ EDGE OF CONCRETE O cL EDGE OF GRAVEL iI RAILROAD TRACKS A STRIPING RECORD DRAWING II • _. > < CULVERT IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. O B M BOLLARD THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION s. • g, SURVEY MONUMENT KNOWN TO WAWS ENGINEERING.THIS RECORD DRAWING HAS BEEN WTL WETLAND PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. - WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO X WETLAND FLAGGING RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN /� ,s a TEST PIT INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD 2 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF w IRRIGATION VALVE ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 2 OF 78 GENERAL CONSTRUCTION NOTES: APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK RESURFACING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL AND OTHER 5. STORM AND SANITARY SEWER PIPE SHALL BE OF THE SIZE AND TYPE NOTED ON THE Y AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS FOREIGN MATERIAL FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. PLANS. CATCH BASINS AND CURB INLETS SHALL BE THE TYPE SHOWN ON THE DETAIL 0 cc o AND TO THE CITY APPROVED PERMIT PLANS,AND APPROVED PLAN AMENDMENTS AND TO o m 1. THE ELEVATION DATUM FOR THIS SURVEY IS NGVD29(47). ELEVATION=153.44' THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. 9. ALL RADII INDICATE FACE OF CURB OR EDGE OF PAVEMENT,AS APPLICABLE. ALL SHEET. La Z CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF DIMENSIONING IS WITH RESPECT TO FACE OF CURB. 6. INSTALLATION OF THE STORM AND SANITARY SEWER SHALL BE PERFORMED ACCORDING TO HDJ CONTROL POINT#2 N: 648618.54 E: 7621675.04 z WORK PERFORMANCE. 10. ALL CUT EDGES SHALL BE SAND SEALED WITH CRS-1 OR CRS-2 EMULSIFIED ASPHALT OR THE STANDARD PRACTICE. PIPE LINES SHALL BE LAID ON A STRAIGHT ALIGNMENT AND o z m THE BENCHMARK IS A 1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HDJ CONTROL" 21. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE UNIFORM GRADE BETWEEN STRUCTURES. PIPE BEDDING SHALL BE PLACED TO FORM A a z / APPROVED EQUAL. m= w LOCATED APPROXIMATELY 68 FEET SOUTHEAST OF THE AGILYX PROPERTY SOUTHERN CHAIN CONTINUOUS AND UNIFORM BEARING SUPPORT FOR THE PIPE AT EVERY POINT BETWEEN w 0 z a CONTRACTOR.THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN JOINTS; PIPE ZONE MATERIAL SHALL BE FIRST PLACED UP TO THE SPRING LINE OF THE W O rm) LINK FENCE AND APPROXIMATELY 78 FEET SOUTH OF A 12"CONCRETE STORM INVERT z o o (HDJ STORM INVERT#36). *ELEVATION WAS TRANSFERRED FROM WASHINGTON COUNTY CONDITION, FREE FROM OBSTRUCTIONSHA AND HAZARDS.L THEA COPY AREA.THE CONTRACTORS PIPE AND MATERIAL UNIFORMLY COMPACTED BY HAND TO INSURE PROPER SUPPORT WITHIN 15 5 w v CONTROL POINT 41 LEVATION=143.18') THROUGH DIFFERENTIAL LEVELS. CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT WORK WATER NOTES: THE PIPE HAUNCHES. ALL BACKFILL IN PUBLIC RIGHT OF WAY AND OTHER TRAFFIC AREAS woos 2. THE BASIS OF BEARINGS WAS ESTABLISHED BY HOLDING CES NW CONTROL POINTS 10 AND 22. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY SHALL BE 3/4"-0" COMPACTED CRUSHED ROCK, COMPACTED TO 95% PERCENT OF KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BEMAXIMUM DENSITY AS OBTAINED BY AASHTO T-99 COMPACTION TEST. L.+ 13 AS N 03'22'09" E. HORIZONTAL DATUM: LOCAL CES NW CONTROL CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER 1. THE CONTRACTORIONSITE SHALLATALL MAINTAINES ONE SET OF TPW STAMPED APPROVED PLANS ON THE a CONSTRUCTION AT TIMES. 7. PRIOR TO ACCEPTANCE, ALL PUBLIC STORM AND SANITARY SEWERS, EXCEPT DUCTILE IRON o 3. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED PER THE APPLICABLE SECTIONS OF IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. AND C900, SHALL BE THOROUGHLY CLEANED AND, AS APPROPRIATE, MANDRELLED AND THE CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS, EXCEPT AS MODIFIED 2. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA(AMERICAN WATER WORKS ASSOCIATION) HEREIN,THE 2015 APWA OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AND 23. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE STANDARDS. TV-SCANNED IN ACCORDANCE WITH THE CITY OF TIGARD'S REQUIREMENTS FOR SUCH INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TESTS. > CLEAN WATER SERVICES DISTRICT'S DESIGN AND CONSTRUCTION STANDARDS (RESOLUTION m TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE 3. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE U AND ORDER 17-05). EROSION CONTROL. AND MADE IN THE USA. PIPE SHALL BE "TYTON"JOINT DUCTILE IRON, CLASS 52. ALL 8. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE m __ "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE N 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. IN ORDER TO PROTECT EXISTING 24. PROPERTY DISTURBED BY CONSTRUCTION ACTMTY SHALL BE SEEDED WITH A STANDARD FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. o UNDERGROUND UTILITIES, CONTRACTORS PERFORMING WORK SHOWN ON THESE PLANS MUST GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY NOTIFY UTILITIES AND PUBLIC AGENCIES AT LEAST 48 BUSINESS HOURS IN ADVANCE OF, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND 4. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL BUILDINGS TO THE SEWER SYSTEM. M k AND NO MORE THAN 10 BUSINESS DAYS BEFORE, BEGINNING EXCAVATION, IN ACCORDANCE AND MATERIAL SHALL BE 3/4"-0"GRAVEL. WITH THE PROVISIONS OF OAR 952-001-0090. LIMITS OF WORK SHALL BE PRE-MARKED 5. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE FOR THE UTILITY LOCATORS. POTHOLE ALL CROSSINGS AS NECESSARY TO PREVENT GRADE 25. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE OPERATING NUT EXTENSIONS WILL BE REQUIRED. TRAFFIC CONTROL: zo i AND ALIGNMENT CONFLICTS. REPORT ALL CONFLICTS TO THE ENGINEER IMMEDIATELY. WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROTECT EXISTING UTILITIES AT ALL TIMES DURING CONSTRUCTION. CALL THE ONE CALL PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT 6. A 4" X 4"X 8'-0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH 5 A a UTILITY NOTIFICATION CENTER AT 503-246-6699 FOR UTILITY LOCATES. ANY DAMAGE TO ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE WATER SERVICE LOCATION,AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 1. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL w EXISTING UTILITIES, WHETHER THEY'RE SHOWN ON THESE DRAWINGS OR NOT, WILL BE DRAINAGE CONTROL 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2" IPT TEE AND 2" IPT X 110 DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE c=.i m a i REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. ATTENTION: OREGON LAW COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. UNTIL EFFECTIVE ACCESS IS ESTABLISHED. � s s 26. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND REQUIRES ALL EXCAVATORS TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY I-c+IT HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF 7. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FIG. FLANGE TEE, 6" FIG. X MJ i a z o NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH ( ) 2. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE GATE VALVE, 6" MJ X MJ HOLDING SPO0 AND A MODERN MUELLER CENTURION FIRE O"+a L OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. NECESSARY, IT SHALL BE DONE AT THE CONTRACTORS EXPENSE. CHANGES MUST BE HYDRANT, A-442, 6" MJ, 5-1 4" MVO, 3-PORT (2-2 1 2" NST HOSE CONNECTION, 1-4 0 o (NOTE:THE TELEPHONE NUMBER OF THE ADMINISTRATION OFFICE FOR THE OREGON UTILITY / / APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL 1 2" NST PUMPER), 1 1 2" PENTAGON OPERATING NUT, OPENING LEFT, COLOR:YELLOW; 3. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 NOTIFICATION CENTER IS 503-232-1987). COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. APPROVED EQUAL:) MUELLER/ CENTURION A-423, WATERIOUS PACER 6790, CLOW P.M. TO 7:00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO 8:00 A.M. i oo= 5. THERE ARE A NUMBER OF PRIVATE UTILITY FACILITIES WHICH WILL BE ADJUSTED OR 27, A TEMPORARY HARD-SURFACE PATCH (COW MIX AC OR HOT MIX BASE PAVING) SHALL BE MEDALLION SATURDAY, NOR BETWEEN 9:00 P.M. TO 9:00 A.M. SUNDAY, WITHOUT PRIOR APPROVAL. RELOCATED BY EACH PRIVATE UTILITY. THE CONTRACTOR SHALL COORDINATE WITH EACH PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, AFFECTED UTILITY A MINIMUM OF TWO WEEKS PRIOR TO WORK IN AN AREA REQUIRING 8. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 4. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE ADJUSTMENT OR RELOCATION OF A PRIVATE UTILITY'S FACILITY. SEE SPECIFICATION SECTION 1/2 CUBIC YARDS OF CRUSHED 2" - 1/4" DRAIN ROCK. TARPAPER WILL BE LAID ON ALSO BE PROVIDED FOR. 00150.50(F). CONTRACTOR IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. FROM THE PROSECUTION OF THE WORK. 5. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS 6. THE CONTRACTOR SHALL EXERCISE ALL DUE CARE IN PROTECTING PROPERTY ALONG THE 28. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES 9. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC CO ROUTE OF THE IMPROVEMENTS.THIS PROTECTION SHALL INCLUDE, BUT NOT BE LIMITED TO, WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6"THICK FOR A SAFETY. (ROADS, DITCHES, ETC.)AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO LLJ TREES, YARDS, FENCES, DRAINAGE LINES, MAIL BOXES, DRIVEWAYS, SHRUBS, LAWNS, DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE 6. TRAFFIC CONTROL TO BE PERFORMED IN ACCORDANCE WITH THE MANUAL FOR UNIFORM OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK IRRIGATION SYSTEMS, WITHIN ANY RIGHTS-OF-WAYS AND EASEMENTS. IF ANY OF THE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18"OF AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE CONTRACTORS' TRAFFIC CONTROL DEVICES AND OREGON AMENDMENTS AS REQUIRED. THE CITY CAN O ABOVE HAVE BEEN DISTURBED,THEY SHALL BE RESTORED AS NECESSARY TO AS NEAR EXPENSE. SEPARATION BELOW THE WATER LINE. REQUIRE ADDITIONAL TRAFFIC CONTROL MEASURES AS NEEDED TO PROVIDE FOR PUBLIC Z THEIR ORIGINAL CONDITION AS POSSIBLE OR REPLACED IN KIND. 7. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DRAWINGS AND ALL 29. THE CITY'S INSPECTORS MAY,AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR 10. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL SAFETY. NCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS REPORTS FROM THE CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY COMPLIANCE. SUCH TESTS REPORTS SHALL BE PROVIDED AT THE 7. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL PER THE Q WITH A STATIC PRESSURE MANNER. / / SPECIFICATIONS 7 DAYS PRIOR TO STARTING CONSTRUCTION. TY CONTRACTORS' EXPENSE. 11. GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE Lml 8. THE CONTRACTOR AND/OR EACH SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE SET 8. THE CONTRACTOR SHALL COORDINATE ACCESS TO DRIVEWAYS WITH PROPERTY OWNERS. 30. EXISTING MONUMENTS, PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE PROTECTED. FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. Z OF CITY-APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES WHILE WORK IS ACCESS TO ROADWAY APPROACHES WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED AT BEING DONE. REPLACEMENT SHALL BE AT THE CONTRACTORS' EXPENSE. 12. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO ALL TIMES. TRAFFIC PLATES SHALL BE USED (AND SECURED IN A MANNER ACCEPTABLE LLJ 9. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED 31. THE CONTRACTOR SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING,THE NAMES AND EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO BY THE AGENCY) ACROSS ALL TRENCHES BLOCKING DRIVEWAYS TO PROVIDE ACCESS AT CD CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. ALL TIMES. AT NO TIME SHALL CONTRACTORS DETAIN OR DELAY EMERGENCY VEHICLES. TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92,THE STATE ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO RESPONSIBLE IN CASE OF ANY EMERGENCY. THE CONTRACTOR SHALL NOTIFY THE CITY HEALTH DIVISION AND CITY REQUIREMENTS.THE CONTINUOUS FEED METHOD OF 9. CONTRACTOR SHALL COORDINATE ACCESS FOR SERVICES INCLUDING, BUT NOT LIMITED TO, THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER MAIL DELIVERY,TRASH PICKUP, SCHOOL TRANSPORTATION, AND ANY OTHER SPECIAL STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L(MILLIGRAMS PER LITER). TRANSPORTATION SERVICES THAT EXIST WITHIN THE PROJECT AREA. OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK 32. THE CONTRACTOR SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM 10. EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION SIGNING ARE TO BE COVERED OR PERFORMANCE. HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 REMOVED AND REINSTALLED AFTER CONSTRUCTION. 10. ALL MATERIAL SUPPLIERS SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S)TESTED CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE Cie F E,CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) 11. GRADE CHANGES WITHIN THE TRAVELED LANE OR A VERTICAL CHANGE OF MORE THAN 1" a CV IN ACCORDANCE WITH SPECIFICATIONS. BY ACCEPTANCE OF THE CONTRACT WITH THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. gym o \ OWNER/DEVELOPER, THE CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL WILL REQUIRE TEMPORARY HMAC RAMP WITH PAPER OR SAND JOINTS AS NEEDED. '/A�C0 3" o JOB SITE WILL MEET OR EXCEED THOSE SPECIFICATIONS.ANY MATERIAL NOT CONFORMING 33. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF 12. CONTRACTOR SHALL PROVIDE SAFE, STABLE, TO DRIVEWAY ...ago, SHALL BE REMOVED FROM THE SITE AT NO ADDITIONAL COST TO THE OWNER. STATE LAW, THE TIGARD MUNICIPAL CODE,AND THE TERMS OF ANY AGREEMENT WITH THE THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF A LEAST AND PEDESTRIAN PATHS CONNECTING TO FRONT,ANDDOORS ACCESSIBLE ALL ACCESSES. ALLLODRIV ��=3 o, CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. 10 MG/L AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL AT �:el e a 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND POTHOLE AS NEEDED TO THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO INTERRUPTIONS IN ACCESS SHALL BE COORDINATED BY THE CONTRACTOR WITH THE VERIFY ALL EXISTING CONDITIONS BEFORE THE START OF WORK. THE CONTRACTOR SHALL 34. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY PROPERTY OWNER/RENTER AS REQUIRED. THE PERMANENT SOURCE OF SUPPLY. z TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS AND NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH CU r7 EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR SHOWN ON THE PLANS. SHOULD OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY 13. DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW 13. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM m ANY ERROR OR INCONSISTENCY EXIST,THE CONTRACTOR SHALL NOT PROCEED WITH THE CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, z CD o ,, WORK AFFECTED UNTIL REPORTED TO THE PROJECT ENGINEER FOR CLARIFICATION OR CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS FHWA, CURRENT EDITION. m ce a CORRECTION. EXPENSE. MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, 14. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH - ' 12. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES IN SERVICE 35. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER THERE WILL BE ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY(JOB AND PROTECT THEM DURING CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY REPAIR OR RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC REPLACE ANY DAMAGED UTILITIES USING MATERIAL AND METHODS APPROVED BY THE UTILITY RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. 14. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. OWNER. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST 15. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST APPROVAL FROM THE UTILITY PROVIDER. FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS C.)13. THE CONTRACTOR SHALL PRUNE ALL VEGETATION,AS NECESSARY AWAY AND UP FROM THE OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO w STREET AND SIDEWALK. AS WELL AS ANY ROOT PRUNING AS DETERMINED BY THE STREETS AND STRUCTURAL FILLS: WATER NSTITTUTIONANL ADDITION,I EVERY METER FOR REGARDLESS F SIZE, HAVEI MULTI-HE FAMILY, OREGON INDUSTRIAL, AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT.,TUALATIN FIRE& RESCUE)AND ENGINEER. THE CONTRACTOR SHALL PROTECT ALL EXISTING LANDSCAPING THAT IS TO STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE fY TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. REMAIN. PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE 16. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE I- CM 14. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL CLEAN UP THE PROJECT AREA INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO TPW WATER GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH Lv 1. ALL TREES, BRUSH AND DEBRIS WITHIN THE LIMITS OF THE RIGHT-OF-WAY AND ON THE AND LEAVE IT IN A NEAT AND SECURED MANNER. UPON COMPLETION, THE CONTRACTOR AREAS TO BE FILLED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR UNLESS DMSION, BEFORE WATER SERVICES CAN BEGIN. END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION 1 Lv Ln d. SHALL LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIAL. OTHERWISE NOTED ON THE PLANS OR FLAGGED IN THE FIELD. WORK. Q CL I- 15. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED. I Z 15. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF 17. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE O L/) LLJ PROPERTIES/BUSINESSES ADJACENT TO THE PROJECT. THE CONTRACTOR SHALL NOTIFY 16. NOTIFY THE CITY OF TIGARD AT LEAST 48 HOURS PRIOR TO MAKING CONNECTIONS TO PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A I- AFFECTED PROPERTY/ BUSINESS OWNERS A MINIMUM OF 48 HOURS PRIOR TO ANY REMOVING THE TOPSOIL HUMUS. STRIPPING DEPTH SHALL BE 6" PER 00220.41. EXISTING WATER MAINS. m DRIVEWAY CLOSURES AND ASSIST PROPERTY OWNER WITH ALTERNATIVE PARKING. STRIPPING MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON SITE AS FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT J HOLDERS CERTIFICATE CLEAN CONDITION, FREE E INSURANCE SHALL BE AVAILABLE AT THE WORK AREA PEDESTRIAN AND VEHICLE ACCESS TO ENTRANCES SHALL BE MAINTAINED AT ALL TIMES. SHOWN ON THE PLANS AND PER INSTRUCTION BY THE INSPECTOR, OR HAULED OFF SITE 17. PROVIDE WRITTEN NOTICES TO ALL AFFECTED WATER CUSTOMERS PRIOR TO WATER LINE L_ _I LLJO V THE CONTRACTOR SHALL PROVIDE RAMPS OR OTHER APPROVED METHODS FOR MAINTAINING TO AN APPROVED LOCATION. SHUTOFF. SUBMIT DRAFT NOTICE TO CM'OF TIGARD 5 DAYS PRIOR TO DISTRIBUTING O ACCESS TO ENTRANCES. RAMPS SHALL BE ADA COMPLIANT, APPROVED BY THE ENGINEER, 3. EMBANKMENTS AND STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE WRITTEN NOTICE. CL AND INCIDENTAL TO THE CONTRACT WORK. CONSTRUCTED ON BUILDABLE AREAS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS DEMOLITION: 16. THE CONSTRUCTIONOOR SAFETY,L BE HEALTH AELY ND OTHERNSIBLE RULESFOR COMPLYING AND REGULATIONSITH FROMLOSHA, DEQ, TOCEPTABLE TO THE EXCEED 8" LOOSE MLS EASURE.NEER AND EACH LIFHALL BE T SHALL BEBROUGHT TO GRADE IN COMPACTED TO 95 PERCENT OF STORM AND SANITARY SEWER: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC,TS NOT U STATE,AND LOCAL REGULATING AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK MAXIMUM DENSITY AS OBTAINED BY AASHTO T-99 COMPACTION TEST. COMBINATION TEST CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA TO ALLOW FOR ri p NCLUDING BUT NOT LIMITED TO SHORING, BRACING, ERECTION/INSTALLATION, FALL RESULTS SHALL BE SUBMITTED TO THE CITY INSPECTOR. 1. ALL STORM AND SANITARY SEWER CONSTRUCTION AND ALL MATERIALS SHALL CONFORM TO EXECUTION OF THE"'^0" A PROTECTION, GUARDRAILS, ETC. 5. FILLS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES STEEPER THAN 2 HORIZONTAL THE APPLICABLE SECTIONS OF THE CITY ENGINEERING DESIGN MANUAL& CWS DESIGN AND 2. EXCEPT FOR MATER RECORD DRAWING En Q % 17. IF CULTURAL OR ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON THE SITE DURING TO 1 VERTICAL ALL FILL SLOPES SHALL NOT EXCEED 2 HORIZONTAL TO 1 VERTICAL. NO CONSTRUCTION STANDARDS. THE CITY OF TIGARE IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN CONSTRUCTION ACTIVITY, INCLUDING BURIAL SITES, THE CITY OF TIGARD SHALL BE NOTIFIED ROCK OR SIMILAR IRREDUCIBLE MATERIAL WITH A MINIMUM DIMENSION GREATER THAN 12 2, ALL STORM DRAIN LATERALS SHALL BE WHITE AND ALL SANITARY SEWER PIPES SHALL BE REMOVED FROM THE ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. NEW 0 IMMEDIATELY AND THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF SECTION INCHES SHALL BE BURIED OR PLACED IN THE FILLS. GREEN. 3. ITEMS INDICATED TO THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF g. 00290.50 OR 00290.51 OF THE OREGON STANDARD SPECIFICATIONS AS APPLICABLE. 6. ROCK BASE FOR ASPHALTIC CONCRETE PAVEMENT, CURB AND SIDEWALK CONSTRUCTION STORED AT THE PR THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION 13 18. MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS,AND NUMBERS SHALL BE AS SHOWN ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN ACCORDANCE 3. ALL SERVICE LATERALS TO BE CONSTRUCTED AT A MINIMUM SLOPE OF ONE-QUARTER INCH KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN IS REQUIRED AND INTENDED TO ESTABLISH STYLE, QUALITY,APPEARANCE,AND WITH THE ABOVE REFERENCED SPECIFICATIONS. PER UNBAR FOOT UNLESS OTHERWISE SHOWN ON PLANS OR APPROVED BY THE CITY 4. ALL LANDSCAPING, PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY BUILDING DIVISION. IDENTIFIED SITE ARE WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND < OF TIGARD PRIOR TO INSTALLATION. 7. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIAL ORIGINAL CONDITION DRAWING NO: CAUSED BY THE CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE 4. ALL EXISTING STORM SYSTEMS SHALL BE CLEANED AND FLUSHED AND ORIGINAL DRAINAGE COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO 19. THE CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 639-4171 TWENTY-FOUR (24) CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY GRADER AND RESTORED. SEDIMENT, ROCK AND OTHER DEBRIS SHALL BE COLLECTED AND DISPOSED OF 5. CONCRETE SIDEWALK RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR HOURS PRIOR TO COMMENCING WORK,TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS IN A PROPER MANNER. IN NO CASE SHALL DEBRIS BE FLUSHED DOWN A STORM OR EXISTING CONSTRUC FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C 3 INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED BY THE OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND CWS SANITARY SEWER FOR DISPOSAL. ALL DAMAGED IRRIGATION AND HOUSE DRAINAGE PIPE, INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD PERMIT. EROSION CONTROL PROCEDURES. DRAIN TILES, SEWER LATERALS AND CULVERTS SHALL BE REPAIRED EXPEDITIOUSLY. DEBRIS 6. SAWCUT STRAIGHT N DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF 20. A COPY OF ALL APPLICABLE PERMIT AND ALL ATTACHMENTS,AND A COPY OF THE COLLECTED SHALL BE DISPOSED IN A COMMERCIAL LANDFILL OR OTHER APPROVED PAVEMENT. ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 8. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING AND GRAVEL SHOULDER LOCATION. 3 OF 78 3 PROPOSED PROPOSED o p R/W R/W o m 0 La• 70' R/W - re z z ozW as LLI 2y. CONSTRUCT SIDEWALK AND STORM CONSTRUCT SIDEWALK AND STORM w v z �I 8' PUE WATER PLANTER OR SIDEWALK AND 6' BIKE LANE 11' TRAVEL LANE -- 12' CENTER TURN LANE 11' TRAVEL LANE 6' BIKE LANE WATER PLANTER OR SIDEWALK AND _6" Z o n LANDSCAPING PER PLAN. LANDSCAPING PER PLAN. z a SEE SECTIONS BELOW FOR DETAILS. OL SEE SECTIONS BELOW FOR DETAILS. mm w 0 0 x 310v - 6' SIDEWALK 5.5' PLANTER �_ 5.5' PLANTER 6' SIDEWALK H 1 La F p a 6" MAXf 6" CURB (NP) 2% 2% , 1:1 T + 1 ?/GYP m I 2" LEVEL 2, 1/2" DENSE ACP INSTALL CONCRETE RETAINING- I WEARING COURSE,TYP WALL WHERE SHOWN ON PLANS I 5.5" LEVEL 2, 1/2" DENSE ACP BASE 47WATERT PER SECTION THIS o i COURSE (PLACED IN 2 LIFTS), TYP > t.4 STORM SEWER z "'I 12" DEPTH CEMENT AMENDED SUBGRADE- c J z 4< i SW WALL STREET SECTION z <_o STREET LIGHT BEGIN TO STA 17+59 0 i i a NTS o i c 6' SIDEWALK i o z PER PROPOSED PROPOSED INSTALL STANDARD —5' LANDSCAPE CITY OF TIGARD CURB AND GUTTER STD. DWG 120, R/W R/W PER CITY OF SHEET D1 TIGARD DWG 126, 4' MIN - 52' - 70' R/W SHEET D1 Cr) CLEAR 0'-12' Z 4 4 4 4 4 T CENTER TURN LANE p STREET LIGHT i ) CONSTRUCT SIDEWALK AND STORM LU r > •v. 2h'11, 8' PUE -- WATER PLANTER OR SIDEWALK AND 6' BIKE LANE -- 11' TRAVEL LANE - - 11'TRAVEL LANE 6' BIKE LANE 5.5' SIDEWALK 6" 12"TOPSOIL LANDSCAPING PER PLAN. SEE SECTIONS BELOW FOR DETAILS. I 6" CURB 4' MIN Q 3y,V (TYP) CLEAR 1 'C&Q MqY 6' SIDEWALK 5.5' PLANTER tit C_) SIDEWALK AND LANDSCAPE SECTION* 6"_ [..._ ( 2%R'as+2%) 2, , CL NTS 2% *MIRROR SECTION AS REQUIRED I - b L y y y 1N1� q w " arc' • — ( �-fi\K�.a\ ri ,r rho t,,,, PROPOSE STREET LIGHT ' 61 _tic }j�� 10' MIN R/W TYP INSTALL CONCRETE RETAINING- = i:i "5 6' SIDEWALK 2" LEVEL 2, 1/2" DENSE ACP- WALL WHERE SHOWN ON PLANS '�T` a N PER WEARING COURSE, TYP PER THE PLANS LNm o 6"— INSTALL MODIFIED CONCRETE WATER f�//�� "3- o ,— CITY OF TIGARD CURB. SEE DETAIL, SHEET D1 5.5" LEVEL 2, 1/2" DENSE ACP BASE- W/IF>NV-`'V STD. DWG 120 COURSE (PLACED IN 2 LIFTS), TYP =3 INSTALL STREET SIDE LIDA �, L4 eAe PLANTER. SEE DETAIL SHEET D11 STORM SEWER z 4' MIN 12" DEPTH CEMENT AMENDED SUBGRADE- SANITARY SEWER 7 //�� Q CLEAR `INSTALL 12"THICKENED CURB AND •r= o CO GUTTER. SEE DETAIL SHEET Di o cr / SW WALL STREET SECTION a a. 17+59 TO STA 23+03 �� \ �f:e,_+'�r�,. PROPOSED NTS PROPOSED fili= MY ,VIM R/W R/W - 52' R/W N____-.- I— U SIDEWALK AND STORM WATER PLANTER SECTION* CONSTRUCT SIDEWALK AND STORM O NTS 2/y'7�1 WATER PLANTER OR SIDEWALK AND 2' GRAVEL I 0 * MIRROR SECTION AS REQUIRED \ 8' PUE '' LANDSCAPING PER PLAN. 12' - 17' TRAVEL LANE -- 12' - 17' TRAVEL LANE SHOULDER SEE SECTIONS BELOW FOR DETAILS. I CI L�J 3y,v cL 6' SIDEWALK 5.5' PLANTER VARIES C ~ Z 12" OF 3/4" - 0"AGGREGATE 4" OF 3/4" - 0"AGGREGATE BASE �� 6" VARIES 2y 4%) (yp (/) W BASE COMPACTED TO 95% PER COMPACTED TO 95% PER AASHTO T-99, TYP (2% - 4%) ( 5% �� I J AASHTO T-99,TYP 2" LEVEL 2, 1/2" T y T L y {2 •, F ?'7 L_ J > DENSE ACP Q COMMERCIAL ASPHALT 'I41 x,_ nr\� ? t c-' 5" LEVEL 2, 1/2" /� t r\ CONCRETE PAVEMENT (PLACED DENSE ACP + \ •th 8"OF 3/4"-0" CL i .+ �. :<.ua.._a AGGREGATE BASE if, IN TWO LIFTS) _�` 10' MIN COMPACTED TO 95% PER U C/) 2" LEVEL 2, 1/2" DENSE ACP TIP AASHTO T-99, TYP :c ,fea ; ,;?a; �:ii• 'NINFA WEARING COURSE, TYP A . l• .'•• ��•r. RECORD DRAWING 5.5" LEVEL 2, 1/2" DENSE ACP BASE- WATER II r r r� \\:••*AI , A ���� !�•v �' Yr�•a r�44�a�i IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN COURSE (PLACED IN 2 LIFTS),TYP Qi 'V %'"/T i,• ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. 12" DEPTH CEMENT AMENDED SUBGRADE- SANITARY SEWER 7 STORM SEWER v THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF COMPACTED SUBGRADE TO 95% 14" OF 1 1/2" - 0" THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION PER AASHTO T-99 AGGREGATE BASE COMPACTED TO KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN 95% PER AASHTO T-99,TYP PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. COMPACTED SUBGRADE TO 95% WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING N0: 3 COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO PRIVATE PARKING/DRIVEWAY PER AASHTO T-99 RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR SW WALL STREET SECTION RESTORATION SECTION ROADWAY RESTORATION SECTION FOR ANY YRATEDRSS OR TO ITOMISASS RESULHICHTHAY HAVE BEEN THIS RECORD STA 23+03 TO END C 4 INCNTS NTS DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF NTS ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 4 OF 78 3 Y DO o K O m O W U' / \ 'IN i / v \v FIELD TRUST - -- r I a / \ ' 10' SLOPE vEASEMENT --- NO SITE ADDRESS -- Wozz CL P \� \'i BK 1043 PG 992 & 994 0 20 40 5 w ° ) �\/=o I o � PUBLIC UTILITY EASEMENT �� woo o I 1.5"ALC NO PUNCH o\ 1 --1 - - - NO. 2016-092473 SCALE IN FEET ���- L —� - - y �� a :: II I \1\1 - 5/8" IRS s �,1-Q �- ----7 1 ___\� --- -- - o �-----= ---- -- poi 11 ACV, ® - - ------ ----------------- '--_.-��--------_--_----- m Y + m N 3 s3 0 1.5"ALC IN MB W IRY NW SURVEY" _ = ----__--_ --------------------- -- - O - - - _- t IR \ G \� WALL STREET CL ALIGNMENT • r W\ G G / G m -- _"C 7 - - - - -— - - jBK 583 PCZ258 SW WALL ST --- RIGHT OF WAY zW '-=5/8" IRY "NW SURVEY" NO. 2007019321- (n ao - ND2 -019322 III5/8 '� / 007 J csi�+a o < .. mat 0 OHP p ------ I _ �o EXISTING N nw --_- __- ,-fir_ oHP _ - - oHP- _ + U oio RIGHT OF WAY�� / v i e - - i oz Q W I I m IRY "NW SURVEY" di/0 -`� Y I ,.� 4'ACCESS_EASEMENT _ p Cr DOC`NO 2005-1441134 z L� ,, I - I' I;11 D I" r VISION CLEARANCE -9 'PGE EEASEMENT_ - �y F = EASEMENT PP 2007-064 BK"8835 PG 506 _ O p 1 III ��__ TEMPORARY CD Cn I- T _ CONSTRUCTION- O o EXISTING CHARTER MECHANICAL EASEMENT b I O N RIGHT OF WAY __-.___=_-_, II. . o I I 1 s, I 7924 SW HUNZIKER ST N LZ PLAN w-I z = oz c..) O =1 wo . a N - I -_ //h LNm CI \ FIELD TRUST _ GP;- o NO SITE ADDRESS-_ --- __ �//Q�� \ PUBLIC UTILITY EASEMENT d=NaE N0. 2016-092473 -\ » o __ La rn _--=--- ----------- _ _ - PROPOSED RIGHT OF WAY ________�! ----------- --- - M . o NO. 2016-092473 -------- ___------ -- ----------- -- ----------------------- - - 00 11L1_1�11 LJ�1IILLIJ�" 1 1LIJ_7 _-_- sje°lar•Nw suRVEY" o 00 CD r __ __ III I I I I I I I IIIIIIII � I CC Q '--___ _- G ____ __ __ _ - c- _- \-WALL STREET CL ALIGNMENT G MLM \ \\ G G\\ -- w Q W CO Lif 1- W Z _- __ -___ —_ _ — — — — = — — Z = <' CL Cl) W Lw _ ---__ RIGHT OF WAY SW WALL S� — — — w z z NO:YOO7-019321 - - _ _ z W Cn W N -- SURVEY ~ J ff - _ I - J J _ - - - - dHo -� �Ho ��_ _ _;_ -- - -OFT - - - - _ W W U \- - - - - - - - -� - - rr - O H P P - U O O CL It ' ACCESS EASEMENT- --_- �\ _-___ = _- ( D C NO 2005-144134 6' PGE EASEMENT �d \\_�_,.—. ___ —7t-.„.x— — x _ _— _ \\\ A O BK 835 PG 506 - fll RECORD DRAWING u s _ 3 ----- I-L x IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN C7 SUNBELT TURRET STEEL ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. 7930 SW HUNZIKER ST CHARTER MECHANICAL TEMPORARY THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF 7940 SW HUNZIKER ST CONSTRUCTION EASEMENT f THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION �.. L KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. TEMPORARY CONSTRUCTION EASEMENT WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: PLAN COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN CJ C INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 5 of 78 3 Y DO 0 O m O W U' CC z FIELD TRUST CL WUO Z¢Li SITE ADDRESS a ———— PUBLIC UTWTY EASEMENT ZO NO. 201_-D92473 __- I 0 20 40 S w I woo ----------- _- l SCALE IN FEET c_ RIGHT-flF WAY l�¢ � 09Z473 - --- U O _111111111111111111111IJ11LU-IJ11LL1-IJIILLIIII--HI11111f1H1f1f1HIf + s�EXISTING-rim QE= N o ------------------------- ~ EXISTING PROPERTY LINE \ ----tsc' -- a ~ O N W `WALL�IREfP'CC ALIGNMENT SW MALL ST RIGHT OF WAY " J o i W c _ c _ - c 5 8" IRY NW SU W c c NO. 23016-092473 Rom„ n IiI — — - _ — — -- - - w w <2 J N --- -=— — — = ---- - -- ___ - __-_ --__ _. __ J z �coi = HP — _ _ _ PUBLIC UTILITY EASEMENT /--- -- '' _ _---- wTE----------7rm---,--- _ .oa `-` O oHP— — OHP ow NO 2016-092473 -F- - - - CIH - - __ _ _ ^� _ _ CD o W Q x�o a x x -x x x -7 r — — i= _HP —�= =1=OHS — — ___/___--- _ ----^_ ~ O oz __ __ x x x x x x -y--- x +I / — �- -_�_C-_.� - Q z 4' ACCES�EASEMENT _ C5 RIGHT OF WAY O NhIN / / , j — — — - N0. 2007-019321 / 4 DOC NO 2005-144134 + /, g `' AND 2007-019322 ---__-' I / t i / fi PGE-EASE-MENT= I + // ' ----,� / �•�_ ` / / BK835PG506 e w 91 ,// l' + / O i CITY OF TIGARD - \ + 7960 SW HUNZIKER ST 1/ \� ,I % Z \ + k O Z \ N+. i >N ram, \ / PLAN z z 1= o w �3 N- C= w o ■—Nm r N _--- m o _ - - -- i/�Y/ / __ -_.160--- FIELD TRUST // r/�� o - NO SITE ADDRESS, mod='„a _ __ o PUBLIC UTIUTY EASEMENT !; '^ z - Na 2016-092473 iii _ 1 Q / O — EASEMENT ---- ti-___-_-_--__ =_z z_-_�_s_====� �� O O - ----------7 DOC-'-N0--200---ft9321 k n1 o199� =_ - ---------------- W_ - -- NIA N - _ -_ _ cL RIGHT OF WAY — — Cn Z m - - - / o EXISTING PROPERTY LINE-- WALL STREET CL ALIGNMENT NO. 2016-092473 // W I- W _ _- - -_ - - - - - _ _ SW WALL ST ! W o W 1.11 Lu -1\— .`--'- .., '"' "- ° -----_ Q_ it �- O (n M l7 ——— T TERRA FIRMA / 1 _-- 1 1 TEMPORARY CONSTRUCTION EASEMENT 7910 SW HUNZIKER ST ,i z PGE EASEMENT ® A _a� GROW CONSTRUCTION ' DOC NO 2014-003738 RECORD DRAWING u' SANITARY EWER EASEMENT r 7902 SW HUNZIKER 5T a IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q 3 o TERRA FIRMA AGILYX ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. N0. 2007-019321 Y /- I GROW CONSTRUCTION I THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF \ / 7920 SW HUNZIKER ST 7900 SW HUNZIKER ST _----7g04 SW HUNZIKER ST THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION �.. \ N /%/ g// ��/ �'1 KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN i PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING N0: N 10 WATER EASEMENT PLAN COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR 3 BK. 821 PG. 413 FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO R AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING R FOR ANY PURPOSE. 6oF78 3 Y DO O m 0 d Z 6k0 >sss;\ \\ IN Z w 2 — — \ — — — cexaw �\�\� r �C C 'N \\ \`\ CL OF PGE EASEMENT "7` \IL ---- 0 20 40 z o n \ \`� \� \ <s \\ \\ 0``�\ \\ \ \ BK 340 PG 167\ •\ \ ,%%'/ 55w� F accoo Cj\` S\` \ \ �\r\,\\ \\ `\\\ \ -- ---- Ui \ \ `\\ FIELD TRUST ii z oLD M SEA v`�vvv v vv v vv v N v v NO SITE ADDRESS vv ii• _ SCALE IN FEET \x (*TING ACCESS & \\ \\ \`. \ \ \ \\ \ 7iii%• 3 %% \ �\ UTILITIES EASEMENT \\\ \\\��\\ \ \ i7 G ii // �I,\ \ \ DOC NO 2007-019321 \\.\\\` ..`\\\ \ ii�i i / I.f) m U PGE EASEMENT J I \ �I '`\ \ 0193E �`\ \ ` \ ri i / BK 835 PG 526 I \`� \ ``�\\ \ yi i ., RIGHT OF WAY �� \ •\� % / O� M 1- NO.2016-092473 \ \ ,\\ ��- PUBLIC UTILITY EASEMENT \ N E I A v v v A NO. 2016-092473 v i i v PROPERTY UNE \ I \�\ Mgt \ \\ �\\ :�\ \\ --_ 7/, \ \ i�i \ I N. �_s I \ /'�- .-\\ \v....\ -_ % / >/ Lu m < TEMPORARY • 1 \ / \ y`\ \\ \v\ \ °7 , CONSTRUCTION 1 \ \ \ '"'\ \\ �° W 'c \.., \ �\ \\ \ W LLJ z Eai EASEMENT ti \\ ,,.� / :71) I Z =o I \ o -� - - -yam rn'` - ozo- - I- - / \ \E - �i i • M _ ', I RIGHT OF WAY\ Z o DOCANOE2007 019325 OE'9322 \ \ 5/8' IR �� — ` SSW WALL Sfi , N0. 2016-09247� t \ '• r' JU1_-_.� — -�� I \ \> — Z x -_--x .L�X—__--- ---\i2\' So I \ O l I\st2\ '4 -00— \ \ \\ I \� \ TRIMET Q I/r, / I , \\ \ WALL STREET CL ALIGNMENT Z Z I— „/rrrv� v 0 Z - \\. ,- 20' ACCESS EASEMENT Cr) F W 20' SANITARY SEWER EASEMENT BK 284 PG 406 & - PLAN X p DOC NO 2007-019321 BK 315 PG 386 HDJ CONTROL POINT#2 PLAN W z Z N: 648618.54 E: 7621675.04 C_) THE BENCHMARK IS A 1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HDJ CONTROL" LOCATED APPROXIMATELY 68 FEET SOUTHEAST OF THE AGILYX PROPERTY SOUTHERN CHAIN LINK FENCE AND APPROXIMATELY 78 FEET SOUTH OF A 12" CONCRETE STORM INVERT (HDJ STORM INVERT #36). *ELEVATION WAS TRANSFERRED FROM WASHINGTON COUNTY CONTROL POINT 41 cn I , (ELEVATION=143.18') THROUGH DIFFERENTIAL LEVELS. _, w o ■ass r N y yI< o WTL- WTL 3e L G \ G .V WTL , .� WTL .\ ■��3 8 -um FIELD TRUST = Z �a ap NO SITE ADDRESS , _R� o w rn --v \�\ ` EXISTING PROPERTY UNE m + PUBLIC UTILITY 1EEMENT NO. 2016 09241 U N I \ j - - - I — �° - - -� o D O CL W W ° C� . W Z (/) D° ° , ° ' s PROPOSED PUBLIC,UTILITY EASEMENT°° ~ I— - - n e „ O <C) n D p O RIGHT OF WAY / / // WALLDSTRE° CL ALIGNMENT ° CI- it N0en' . 2016-092473 ` - e p,. o _ - — G— G — - A ../. EXISTING DRAWING u EXISTING RIGHT OF WAY 5/8" IRY"NW SURVEY" IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION �.. KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. - WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: PLAN COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR ig FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C 7 INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 7 OF 78 cr re cr z ESC p LA \ FOR SITES 1 TO 5 ACRES I wz oZW F K, m THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT.THIS ESCP AND GENERAL w o p m DEVELOPER STANDARD EROSION AND SEDIMENT //// a \\\ CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT REQUIREMENTS.IN CASES ro 5 w v S n DEVELOPER/COMPANY:CITY OF TIGARD CONTROL PLAN DRAWING NOTES' OF DISCREPANCIES OR OMISSIONS,THE 1200-CN PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. z<o'co CONTACT:ANDREW NEWBURY woo qk Tigard 'wig - 13125 SW HALL BLVD. TIGARD,OR 97223 1. All permit registrants must implement the ESCP. Failure to implement any of the control measures or - rmmrd7cw_`El --`v• - PHONE:503-716-2472 practices described in the ESCP is a violation of the permit. o ▪ .,,,.02. The ESCP measures shown on this plan are minimum requirements for anticipated site conditions. BMP MATRIX FOR CONSTRUCTION PHASES hp stv ar,ca�u o' r & ONA �R�'`s: Lowe'rHome - During the construction period, upgrade these measures as needed to comply with all applicable local, °,r, A • Improvememp state,and federal erosion and sediment control regulations. m 3. Submission of all ESCP revisions is not required.Submittal of the ESCP revisions is only under specific c-% syy ` conditions. Submit all necessary revision to DEQ or Agent REFER TO DEO GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF o „z 5w rap,,5: PLANNING / ENGINEERING / 4. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from rIL e S' becomin a source of erosion. AVAILABLE BMP'S. 6. SURVEYING FIRM 9 5. Identif mark,andprotect(byfencingoff or other means)critical riparian areas and vegetation ��g 0 © Y� P e9 ,r WALLIS ENGINEERING including important trees and associated rooting zones,and vegetation areas to be preserved. Identify MASS UDNY STREET ANAL WET WEATHER ® CONTACT:DAVID BROKAW P"rnriedO=�onTemplet vegetative buffer zones between the site and sensitive areas(e.g.,wetlands),and other areas to be CLEARING GRADING INSTAIlAlION CONSTRUCTION STABIUZAlION (OCT.1 MAY3IST; z J 215 W 4TH$T200,VANCOUVER,WA 98660 preserved,especially in perimeter areas. o OW vamc sr = PHONE:360-695-7041 6. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when EROSION I I I I I I a 8 F°"na7 v FAX:360-694-1043 practicable before and after gradingor construction. Identifytheof vegetative seed mix used. PRESERVE NANWL NEGOAIFON n X X X X - X X w t „ Creek Farb type 9 - 7. Erosion and sediment control measures including perimeter sediment control must be in place before DgMp CQER x x `c x c 3 - vegetation is disturbed and must remain in place and be maintained,repaired,and promptly H>DNNJIIC X i LL¢i Tigard P�bl1c Lia a y� implemented following procedures established for the duration of construction,including protection for & active storm drain inlets and catch basins and appropriate non-sto non-stormwater pollution controls. HAS IC z Z <z o OW om,1r1 Sr VAIN SY,Cherry or 8. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. X X o �,,,Q NARRATIVE DESCRIPTIONS ea P g DUST MCA X X X X X z =o Direct all wash water into a pit or leak-proof container. Handle wash water as waste,concrete o EXISTING SITE CONDITIONS discharge to waters of the state is prohibited. TEMPORARY/PEEWIT SEEDING z z % % X o io SW Eegewood st X X z o 9. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as BUFFER ZONE _ e% X X % _ L El. sa` ca o" -- *The existing project site consists of asphalt paving,grassy grading progresses and for all roadways including grovel roadways. ODE - L '4744. areas adjacent to Wall Street businesses and vacant property. 10. Establish material and waste storage areas,and other non-stormwater controls. SENTIENT W 11001 SW MP)'.Sj s� 11. Prevent tracking of sediment onto public or private roads using BMPs such as:graveled(or paved) SEMEN FENCE(PERNE1ol) n% X X X X X I- DEVELOPED CONDITIONS exits and parking areas,gravel all unpaved roads located onsite,or use an exit tire wash.These BMPs sF%uD1 FENCE(rNEAUN) X % X X Z Li d must be in place prior to land-disturbing activities. * 12. When trucking saturated soils from the site,either use water-tight trucks or drain loads on site. STRAW WOES X % X X w = sw n, Improvements include new and widened asphalt roadway, FILTER BOfI % X X % X X 3 13. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills;vehicle and equipment (n BON 1 T curbing,sidewalks,vegetated stormwater planters,and utility NET PAO 11810 a X X z % X X c%` ` improvements. fueling,maintenance,and storage;other cleaning and maintenance activities;and waste handling % % r1 activities. These pollutants include fuel,hydraulic fluid,and other oils from vehicles and machinery,as LIJ IY SITE MAP NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED well as debris,leftover paints,solvents,and glues from construction operations. NI,IfNL BUFFER BICROBLIMENT *A v% 1 I *X 1( () > 14. Implement the following BMPs when applicable:written spill prevention and response procedures, OVEN NOT TO SCALE TIME TABLE employee training on spill prevention and proper disposal procedures,spill kits in all vehicles,regular RUN OFT CDRROE S O maintenance schedule for vehicles and machinery,material delivery and storage controls,training and CONSTRUCTION ENANCE a X X X X X X O *CLEARING (DATES,FROM&TO:TBD) signage,and covered storage areas for waste and supplies. H'IORNIIY PROM % X X Z *MASS GRADING(DATES,FROM&TO:TBD) 15. Use water,soil-binding agent or other dust control technique as needed to avoid wind-blown soil. OURS.�GrtCI X X % % X % O O *UTILITY INSTALLATION(DATES,FROM&TO:TBD) 16. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's , --- ! *STREET CONSTRUCTION(DATES,FROM&TO:TBD) recommendations to minimize nutrient releases to surface waters. Exercise caution when using SUfK1:RWC#ENING _- X If) Banks - �yr7pg�1 *FINAL STABILIZATION(DATES,FROM&TO:TBD) time-release fertilizers within any waterway riparian zone. CHAIR WC PI z X X x % X CD 94 17. If a stormwater treatment system (for example,electro-coagulation,flocculation,filtration,etc.)for ORER O 26 B"-1 • °q ` Camas TOTAL SITE AREA = 155288 SF = 3.56 ACRES sediment or other pollutant removal is employed,submit an operation and maintenance plan (including NAMNAM 1 L�J O pJp M u .T N•❑ M M A r1 o p system schematic, location of system, location of inlet,location of discharge,discharge dispersion PROM SXXUGE X X I X X X X tiWashougal, TOTAL DISTURBED AREA = 155288 SF = 3.56 device design,and a sampling plan and frequency)before operating the treatment system.Obtain plan INZXIASEMXR X X X % _ % X T o N Rockcreek _ approval before operating the treatment system. Operate and maintain the treatment system SRLNION-SEE X X z x X X r--.: Fairytv__.�v;F ACRES accordingto manufacturer's specifications. Hillsboro Cedar Hill �� -0 CONCRETE"wan"fA X X X % " X 8\PQR.WinILP 18. At the end of each workday soil stockpiles must be stabilized or covered,or other BMPs must be _ F orSITE SOIL CLASSIFICATION: implemented to prevent discharges to surface waters or conveyance systems leading to surface waters. •2 o lCornelius A1011a 7 Gresham 19. Construction activities must avoid or minimize excavation and creation of bare ground during wet em< o LB t7 Beaverton J . 1 -ALOHA SILT LOAM,0 TO 3 PERCENT SLOPE weather October 01 -May 31. WOCIS 11 C-CORNELIUS AND KINTON SILT LOAM,7 TO 12 PERCENT 20. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence 11 g 2 47 217 1 SLOPE height and before fence removal. * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50'OF WATER OF THE STATE. �■�-» o ((, r ti 22 - HUBERLY SILT LOAM.0 TO 3 PERCENT SLOPE 21. Other sediment barriers(such as biobags):remove sediment before it reaches two inches depth above ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. mm z G n PROJECT ,..- Tigard }{1', ''46; 37C-QUATAMA LOAM,7 TO 12 PERCENT SLOPE ground height and before BMP removal. *** SEE DEWATERING NOTE ON SHEET C9. III . 0 42-VERBOOT SILTY CLAY LOAM,0 TO 3 PERCENT SLOPE 22. Catch basins:clean before retention capacity has been reduced byfiftypercent.Sediment basins andRic w '"� 1 LOCATION r...I L:'ake Oswego l i'2l Pa Y y o I .t 1! sediment traps:remove trapped sediments before design capacity hos been reduced by fifty percent and at completion of project a RECORD DRAWING ON-SITE SOILS HAVE A MODERATE TO HIGH EROSION POTENTIAL. 23. Within 24 hours,significant sediment that has left the construction site,must be remediated. RATIONALE STATEMENT ALL FILL MATERIAL SHALL BE GENERATED ON-SITE FROM Investigate the cause of the sediment release and implement steps to prevent a recurrence of the IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN . g P P ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. GRADING EXCAVATION AND UTILITY TRENCH SPOILS discharge within the same 24 hours. Any in-stream clean up of sediment shall be performed 't THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF according to the Oregon Division of State Lands required timeframe. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP)OPTIONS BASED ON DEQ's ill THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION RECEIVING WATER BODIES: 24. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. _ KNOWN TO WALLIS ENGINEERING.THIS RECORD DRAWING HAS BEEN or dry sweeping and material pickup must be used to cleanup released sediments. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT U 1 PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. NEAREST WATER BODY:RED ROCK CREEK 25. Provide permanent erosion control measures on all exposed areas.Do not remove temporary sediment EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON LIJ P. ton t244- Newberg WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND control practices until permanent vegetation or other cover of exposed areas is established.However, SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS,ACCESSIBILITY TO 0 COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO Es do remove all temporary erosion control measures as exposed areas become stabilized,unless doing THE SITE,AND OTHER RELATED CONDITIONS,AS THE PROJECT PROGRESSES AND THERE IS A NEED TO O Dundee RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR q so conflicts with local requirements.Properly dispose of construction materials and waste,including REVISE THE ESC PLAN,AN ACTION PLAN WILL BE SUBMIRED. CC FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN sediment retained by temporary BMPs. I- CL INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD 26. If vegetative seed mixes are specified,seeding must take place no later that September 1;the type INITIAL 0 LJ Laf ayefte 'I - and percentages of seed in the mix must be identified on theplans. L'-U a DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF - P 9 (/) ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 27. All pumping of sediment laden water shall be discharged over an undisturbed,preferably vegetated PERMITIEE'S SITE INSPECTOR:WES WEGNER QCC (- P. area,and through a sediment control BMP i.e.(filter bag). COMPANY/AGENCY:WALLIS ENGINEERING (� C/) Z Ille 28. All exposed soils must be covered duringthe wet weatherperiod,October 01 -May31. Lii i2191 2 3 water PHONE:360-695-7041 29. If of the state is within the project site or within 50 feet of the project boundary,maintain the FAX: _ I VICINITY MAP NOT TO SCALE existing natural buffer within the 50-foot zone for the duration of the permit coverage,or maintain Li -1 1-1-1less than the entire existing natural buffer and provide additional erosion and sediment control BMPs. E-MAIL:WES.WEGNER@WAWSENG.NET O < O DESCRIPTION OF EXPERIENCE: HAS SERVED AS INSPECTOR ON NUMEROUS MUNICIPAL PROJECTS, 0 INCLUDING MANAGEMENT OF EROSION CONTROL PRACTICES. E INSPECTION FREQUENCY: CI- SITE CONDITION MINIMUM FREQUENCY * HOLD A PRE-CONSTRUCTION MEETING OF - C) C/) PROJECT CONSTRUCTION PERSONNEL THAT C PROJECT LOCATION: PROPERTY DESCRIPTION: WEEKLY WHEN STORMWATER RUNOFF,INCLUDING RUNOFF FROM SNOW MELT,IS OCCURRING. INCLUDES THE INSPECTOR TO DISCUSS NEAR THE CITY OF TIGARD,WASHINGTON TAX LOTS 100,200,400,500,800, 1100& 1600 1. ACTIVE PERIOD EROSION AND SEDIMENT CONTROL MEASURES SHEET INDEX LA COUNTY,OREGON (WASHINGTON COUNTY TAX MAP)LOCATED IN SECTION AT LEAST ONCE EVERY MONTH,REGARDLESS OF WHETHER STORMWATER RUNOFF IS OCCURRING. AND CONSTRUCTION OMITS. IN A LATITUDE=4525'39.00" 2,TOWNSHIP 2 SOUTH,RANGE 1 WEST,WILLAMETTE * ALL INSPECTIONS MUST BE MADE IN LONGITUDE= 122'45'28.50" MERIDIAN,WASHINGTON 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE IN WORKING ORDER. ACCORDANCE WITH DEQ 1200-CN PERMIT COUNTY,OREGON IN ANTICIPATION OF SITE INACCESSIBILITY. ANY NECESSARY MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO LEAVING THE SITE. REQUIREMENTS. EROSION AND SEDIMENT CONTROL PLANS r�-1 * INSPECTION LOGS MUST BE KEPT IN [. 3. INACTIVE PERIODS GREATER THAN SEVEN(7) ONCE EVERY TWO(2)WEEKS. ACCORDANCE WITH DEQ'S 1200-CN PERMIT C8 EROSION & SEDIMENT CONTROL COVER SHEET ATTENTION EXCAVATORS: CONSECUTIVE CALENDAR DAYS. - * RETAIN AREQUIREM CO OF THE ESCP AND ALL C9 EROSION & SEDIMENT CONTROL PLAN I DRAWING NO: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL,INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ACCESSIBLE DISCHARGE REVISIONS ON SITE AND MAKE IT AVAILABLE ON C1 EROSION & SEDIMENT CONTROL PLAN II -2 NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 DUE TO INCLEMENT WEATHER. POINT OR DOWNSTREAM LOCATION. REQUEST TO DEQ,AGENT,OR THE LOCAL THROUGH OAR 952-001-0090.YOU MAY OBTAIN COPIES OF THESE RULES FROM MUNICIPALITY.DURING INACTIVE PERIODS OF C12 EROSION & SEDIMENT CONTROL DETAILS I THE CENTER BY CALLING 503-232-1987.IF YOU HAVE ANY QUESTIONS ABOUT THE 5. PERIODS DURING WHICH DISCHARGE IS UNLIKELY MONTHLY.RESUME MONITORING IMMEDIATELY UPON MELT,OR WHEN WEATHER CONDITIONS GREATER THAN SEVEN (7)CONSECUTIVE RULES,YOU MAY CONTACT THE CENTER.YOU MUST NOTIFY THE CENTER AT LEAST DUE TO FROZEN CONDITIONS. MAKE DISCHARGES LIKELY. CALENDAR DAYS, RETAIN THE ESCP AT THE C13 EROSION & SEDIMENT CONTROL DETAILS II TWO BUSINESS DAYS,BEFORE COMMENCING AN EXCAVATION.CALL 503-246-6699. CONSTRUCTION SITE OR AT ANOTHER LOCATON. C14 EROSION & SEDIMENT CONTROL DETAILS III 8 OF 78 LEGEND \\ GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: 1. INSTALL CONSTRUCTION ENTRANCE AS REQUIRED PER CWS STD.DWG 855 APPROVED INLET PROTECTION MEASURES.ALL INLET PROTECTION MEASURES ARE TO BE PRE CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: �� \\\ REGULARLY INSPECTED AND MAINTAINED AS NEEDED. o m 1.ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL wc� 12. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT ce z 2. INSTALL INLET PROTECTION IN ACCORDANCE TO CONSTRUCTION PHASING. TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. CONSTRUCTION ENTRANCES. ETC.) MUST BE IN PLACE, FUNCTIONAL,AND APPROVED IN AN w z INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. o a 4) 3. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF 13. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION ce w=Z a THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS w 0<o THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: CONSTRUCTED OUT OF MULCH. CHIPPINGS. OR OTHER SUITABLE MATERIAL. STRAW WATTLES z o 0 A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY OR OTHER APPROVED MATERIALS z 5 w RESTORATION PLAN FOR APPROPRIATE SEED MIX. DISCHARGE POINT,SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS . w o o qk B. DWARF GRASS MIX(MIN. 100 LB./AC.) MAY BE REQUIRED.THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO,TREES,WETLANDS,AND RIPARIAN FINISHED GRADE CONTOUR(10 FT) 100 1. DWARF PERENNIAL RYEGRASS(80%BY WEIGHT) AND BE CLEANED WHEN N REACHES 50%OF THE CAPACITY. PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING , 2.CREEPING RED FESCUE(20%BY WEIGHT) 14. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. o SEDIMENT BARRIER(PERIMETER) -X-X- C.STANDARD HEIGHT GRASS MIX(MIN. 100LB./AC.) STORM WATER SYSTEM.SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. . . . . 1.ANNUAL RYEGRASS(40%BY WEIGHT) 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION > 2.TURF-TYPE FESCUE(60%BY WEIGHT) 15. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, m () 4. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE WATER SYSTEM, BUT NOT LIMITED TO, STREET SWEEPING,AND VACUUMING, MAY BE REQUIRED TO INSURE - m N TY ORANGE CONSTRUCTION FENCE < < ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. 16. USE BMPs SUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION TO PREVENT RUN-OFF THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. FROM REACHING DISCHARGE POINTS. & U 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO 5. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF 17. COVER CATCH BASINS,MANHOLES,AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL CHECK DAM _Li ill_II PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. COAT,TACK COAT,ETC.TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER MEASURES INCLUDE: SLOPE DRAINS(WITH OUTLET PROTECTION),CHECK DAMS, SURFACE a SYSTEM. ROUGHENING,AND BANK STABILIZATION. NI I I I I I w CONSTRUCTION ENTRANCE •t t•••.r e.; 6. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING EXPOSED SOIL WITH > a o • !•••.!• PLASTIC SHEETING,STRAW MULCHING,WOOD CHIPS,OR OTHER APPROVED MEASURES. a °o> •=•_�`•_•=•=•_i- EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: DEWATERING NOTES: i LLai 7. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND 1. ALL BASE ESC MEASURES(INLET PROTECTION, PERIMETER SEDIMENT CONTROL,GRAVEL z& CONFIGURATION. DURING"WET WEATHER°PERIODS,STOCKPILES SHALL BE COVERED WITH CONTRACTOR SHALL SUBMIT FOR APPROVAL A DEWATERING PLAN SHOWING COMPLIANCE a z o INLET PROTECTION PLASTIC SHEETING OR STRAW MULCH.SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER CONSTRUCTION ENTRANCES, ETC.)MUST BE IN PLACE,FUNCTIONAL,AND APPROVED IN AN WITH DEO NPDES 1200-CN PERMIT REQUIREMENTS PRIOR TO DISPOSAL. ALL DEWATERING o .- 0OF THE STOCKPILE. INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. SYSTEMS AND BMP IMPROVEMENTS WILL BE DESIGNED BY A PROFESSIONAL ENGINEER =oa LICENSED IN THE STATE OF OREGON. SEDIMENT MAT 1 1 1 1 8. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY 2. THE STAGING, EQUIPMENT MAINTENANCE,FUELING,PORTA-POTTY,AND SOLID WASTE AREA o SHALL BE LOCATED IN STAGING AREA.CONTRACTOR SHALL SUBMIT PROPOSED STAGING zl 1 1 1 I I o! SEEDING AND MULCHING,ES,OREROSION PROR IAL E BLANKETSEAUS.OR SLOPES, MID-SLOPE SEDIMENT2MAY AREA TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. ���� FENCES OR WATTLES, OTHER APPROPRIATE MEASURES. EXCEEDING 25% COMPOST BLANKET SS REQUIRE ADDITIONAL EROSION CONTROL MEASURES. 3. LONG TERM SLOPE STABILIZATION MEASURES"INCLUDING MATTING"SHALL BE IN PLACE ygv 9. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES OVER ALL EXPOSED SOILS BY OCTOBER 1. SEEDING&MULCHING :: Z INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER,PLASTIC SHEETING,STRAW W - MULCHING,OR OTHER APPROVED MEASURES. 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. Z 10 CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND Le g . CONCRETE WASH AREA N MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES INCLUDING,BUT 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. Lii NOT LIMITED TO,TIRE WASHES,STREET SWEEPING,AND VACUUMING MAY BE BE REQUIRED TO Cn � INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. heY O OUTLET PROTECTION 11. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF ,,L Z , ROCK FILTER BERM ` o Z c/) O 0 30 60 QC) CC WISCALE IN FEET LONG TERM SLOPE STABILIZATION MEASURES SLOPE MATTING TO BE INSTALLED PER C.W.S.- DETAIL 4-1,4-2, AND 4-3 ON ALL SLOPES h. `1 EXCEEDING 3:1 C§ C.; o II111111 \ N NEW IMPERVIOUS SURFACE y \\ VEGETATED BOUNDARY I LN" o 0 '`% \ ,w3 ',: ,�,+ ix \ TAX LOT 800 LONG TERM SLOPE- N I ; TAX LOT 100-1_\ wr N K I. NIkr `� STABILIZATION --- N 1 �� ■=->° o \ III/ _cn z N. NEW STORMWATER PLANTER co .......... • �` wT �� I \N. = -- W \ \ NI , L rn /\ A\ \ / \ ` I - , \t-- o DRAINAGE FLOW DIRECTION [TAX LOT 103 I . /,\-, / I..,-,11 N, 0 ^\ \ I o w I A �� � "s�:'�� mac_ eett �3♦♦CSC♦♦♦444,_.! t!,*0404 41-44.?17�ii�lsr-4 4psi♦-.74"P''``i♦!-...P. ♦�ai3ie`�iliT��O�����se-ec�..��: - 0. ,-','. `\ ►_��® ® � ♦ �►��/.�♦♦e♦♦♦e♦e♦eZiee ♦ i3.!-mow s�♦QOOOC_♦♦♦-♦-_♦-♦e.. .- . 4Ak A0 0"'' r• ♦ir'rE�aa!'ecv��',M + ♦♦♦♦!♦ ♦♦♦��Q♦♦♦♦ ,���♦����►VV l♦♦♦i�♦♦♦♦e�♦1e♦♦1e�♦�Ji♦----�♦♦�♦♦� ...4 1 e♦ e ♦®♦s _. � L _ _ �I,w SI:-- -f 'J111YYYYYWIII "' u- �MW� -_ �o --- SJIIIIIICJL_JI1I111I111YIL'.7�II111I1111Y�""aaawwir.�naawI�'----------- 0 is pismI.K, WI LLI CC Ii!:' 'wilt g SW WALL ST__, • _ _ v) THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME''DRY WEATHER" _------ -__ -__ W Q CONSTRUCTION. "WET WEATHER"CONSTRUCTION MEASURES NEED TO BE APPLIED -'� J''"` �d0'' '' .I I+ '*� ., M -- Z W Cn W II _-4f---- �- h I BETWEEN OCTOBER 1ST AND MAY 31ST. d0 - _■-� Il-` -___ mi s _ J W TAX LOT 200 I _ _ - Tit_- U w Q plo v - - 0 __ - - Q �v� _ L- - w RECORD DRAWING , �: \ c, I C 0 0 -'[i1--_ -\- _ c� chi) IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN 1•' I �: C • ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. a 1 I Q THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF Np Z e ii THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION KNOWN TO WALLIS ENGINEERING.THIS RECORD DRAWING HAS BEEN p ' / I \\ ' I; Q PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. I J, a ('� WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND Jp \/' I \ . TAX LOT 40000MPLETENESS RE PO SIBILITY FFOR THE THE ACINFORMATION OFFURNISHED RECO D DRAWING OR 161'1 I I I L. \\\. I, I FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN -INSTALL INLET PROTECTION INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD AT DOWNSTREAM INLET PLAN DRAWING NO: DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. C9 9 OF 78 1 DO K o m U Val- \ (ie, �Z 0 J , I ..c aW / • `• Wu.lUO� TAX LOT 100 / TAX LOT 1100 c 5 w v // VEGETATED CORRIDOR BOUNDARY SEED ALL DISTURBED AREA WITHIN - �0 60 woo / VEGETATED CORRIDOR BOUNDARIES 60' II 63 I / j // I WITH NATIVE SPECIES PER SCALE IN FEET LONG TERM SLOPE - /' i' a ==yam- / I SPECIFICATIONS. o � \ ASS\• / STABILIZATION _- --- )i- 0 __-_--r_- \ /�/ -765- - -_ ---J -- --/ ,// // 0 m \IIco ----------- z-- --- eo N �Agea��w. R'9♦ �,was'rwl=iaQl�e eE� �aa®a:lT�sV vs��n w`�sw .�.� p� -----' i -_ ����®�AS����® � ��=�J�IO��� C��_ ® ®.�®�®.P.G- ,1`: .P�R!® r .�� � � _ ��� �i3'�"' -�r L.r mil• Gc.i�R CA;Pled �- '-- / -��'ii- �� Q Q U ♦i*' a �r�.5�`®����. i�l�d���� i�e�.�c���a�►a'�a��'�w�: �♦ !'����®e�®e�®e:!:!�sil!w�i�ili w�iasssi��i�® i�Sait:% B�z���/ s=3a�a ��-'�G9Q!>';rvw ~ mowrun n. --- na'7 1�+ o-.. .�.,.>r'9S alW Sgr•...I arai tem. ai=--=o --=—___= - — -- ----- _ �•. .' _ Nv`� (� J oVc • - : 4�� ... 1_ 1� nffirnir��Elfi--=�— — — a•�d. 2 c _lFcaCawasv"wvsEy W i } R —_ �SIMS�e - a __ :� � —__ 2000��e-- i.i Z m w '<rn Z = a -� • ni 0.1- i I•MUM IMF r��EN . I� __ 'L'_If1.11 61.11 1, ��1111��� tj - x ii7 .re — ► z\_ / N .&W �/ ` -z _ems®�,��-A� =(../) -q� � t—sue . --- - zs ___ _ _ 1— - __�\ J -x _ x x -� X/-_ / / / 4` _yI,1• -� y—_— ` _X- - -�� ��I Q ZI I I I I I oz 'Ni Y ]L- ---- ---- / / / /\-__//LONG TERM SLOPE ,'. — ♦ �+ + /' J / SSTAfjILIZATION p z VEGETATED CORRIDOR BOUNDARY \\\ \ \ j 1%/A+j /// / \/7 Z STALL SEDIMENT FENCE PER CWS p TAX LOT 400 I TAX LOT 500 \ I / TAX LOT 200 STD. DRAWING NO. 875 SHEET C12 LL) I INSTALL SEDIMENT FENCE PER CWS .' \ / / -- / STD. DRAWING Na875 SHEET C12 I / INSTALL ORANGE CONSTRUCTION FENCE( // / _I 0 PLAN o I- Z cn o O U cL W / � �, N- 26k00 VEO�FTATED CORRIDOR BOUNDARY U \\ �_ o C I / \ \ �L" o S\E , , `\ / TAX LOT 1100 TAX LOT 1600 \ CI)S€,.. o rj Mk SgE �eb♦° T = Val w L F wrL�� �• >" Z \\\ \ \ / \ iii I\ SCALE IN FEETC13 w M , .c* N, ♦,, \\`\ N\ N C/ LON TERM SLOPE iii -- ---o-i--eta,l � _ ♦♦♦♦♦��♦♦� ` IP \:... p •♦ \\``\\ N // \ STA� ZATION ii - _ \ Z I ��♦ •♦♦♦♦♦� ,41 t1 i♦‘ \ V,,\ V A V A V J7' ,-- Jii // N -- 9 Q LONG TERM IZ LOPE �Ol�♦�,�®" .. ♦��Z5 ♦v,-/.-il�>•- •,,,,i-a j- -— �,e,, ,►♦7Fi►(► ♦♦♦♦♦,''.1 ♦♦♦,♦♦,♦♦,♦♦♦♦,♦�♦♦♦�4T- -! �,��i!i�i�� U�y ui ®�/� r >� 7�•A.Aftes,, ♦♦•♦�♦♦♦♦TO(0 �� ���e♦���♦�♦�♦�♦ ♦♦♦♦♦♦ ♦♦ 1 1 1 li � b t F, F _F • F �'• z I TAX LOT 200 ! \ �� ,♦♦���� \� -ram -�- — / - / \\\ 1 / so SD -�. 1_ IZ U O ;tft, _I�Gir �� o o .. . 7 \\,, • ��� \��•� �/m �� S. • W Cn Lii U x ==- \ __ \ \ \\ _ OQO 1,,' \\ / e IY L j ----i11;\\ ` INSTALL SEDIMENT FENCE PERWS TAX LOT 1500 LONGA TERM SLOPE INSTALL SEDIMENT FENCE PER CWS I1 WI \\ _�_=_ STD. DRAWING NO. 875 SHEET C13 STD. DRAWING NO. 875 SHEET C13 STABILIZATION — 0 (fin _ - rp RI g II ❑ply _IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIVEGETPIT�P IITRIfRPII I�Qi N�f flllllllllllllllllllllllllllllllllllllllll _ — — WI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII A W RECORD DRAWING is W N IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. PLAN THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION ... E•a KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR O FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 10 of 78 1 3 Y 6O —a11116N Lu°0 Om i z cez z ow ¢a W o Z CI- 0 20 40 zoon 5 S Li7 � W �pp OOik SCALE IN FEET W F a 1 / , o o \I \ I \ \ m U SEED ANY DISTURBED\AREAS WITHIN o , ° , , ° I \ \ \ •Lo ��, m \ s VEGETATED CORRIDOR-BON IDARY WITH / I \ � � - ��Q ~ 1 NATIVE SPECIES-PER-SPECIFICATIONS / \� - z - -� — :: g '.i o Rld RAP OUTFACE/ I — ( w x iw x PRuTECTION_ \� _ — _ _ _ _ — — — — 1 - II ,s. I z N N \ \ VEGETATED CORRIDOR BOUNDARY--_-- x =— _ =s __=-1:/ - ~ _ a r,-- max- Z i� \ \ ` --_ ,--x— Jam -=750r-�_ -�x-=s ��=�-r- --- \ \ l \ 0 xo m ...� \ x x 42+0 ----43+� i� 1 •\ \ I U zo —co �� ..� �— 4x1+00 x I 0 \�—— / ———/ Sq —__, 111 a \` ` ID x x I R`'1' i"e 1—SD / L— —1- �x --_ _��— — J\I1 \ \ oWo — — O IIIIIIIIIIIII IIII IIIIIII H IIIIIIIIIIIII H IIIIIIIIIIIIII HIIIIIIIIII IIII IIIIIIIIIIIIIIIIIIIIIIIIII H-IIIIIIIIIIIIIII _ — — — ~ z IIIIIIIIIIIII — w w INSTALL ROCK FILTER BERM Li= — PRIOR TO WETLAND LIMITS V) w w w J cn O Z CL PLAN o 0 O O cL w W O ■ =— s I'm o N �13e D O yCD:0 imm�-3c,F _6 o � z � Q a H- U w c O cL F- 0 c, w w cL , J Li J V--I O , O O V) p A® RECORD DRAWING in IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION �.. KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING N0: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR C 1 1 FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 11 OF 78 MATS/BLANKETS SHOULD V�'� < BE INSTALLED VERTICALLY 1I- - IF 0 o DOWNSLOPE. TAMP SOIL 4 O 03 RIPRAP: ✓ -*OVER !AT BLANKET LIJ Z •ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. r— � r �/ u_ Li Q •THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. Protected , —� /k \, x=o_W •ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. y Lu cJ a Natural Area /' r r /�\//��, Zo,,� RIPRAP INSTALLATION: ,'n...<a...,..1,.wa..n... L r r /� \/\/ Z<CC W This area o.e...e.w.<.r a.a1ry. v r r \\j 4100qk •EXCAVATE BELOW FINISH GRADE TO DEPTH&DIMENSIONS SHOWN ON APPROVED PLANS. """""""""'�-'- �� -P P /r r ///�\\\\ •INSTALL WOVEN GEOTEXTILE FABRIC. /'� ,C�vv ti, s ^ r \ aa ` )1„,,,•PLACE RIP RAP TO FINISH GRADE. ....--...„" ` �' r r r r \/\\ > Y •GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: r f \/\// N12"X18"SIGNS SHALL BE PLACED IN A MANNER AS TO CLEARLY IDENTIFY THE SENSITIVEr / = \\\ \\ BCLASS CLASS CLASS CLASS CLASS AREA AND VEGETATED CORRIDOR AS WELL AS AT ALL POINTS OF ENTRY SUCH AS THE / B BEG BEGINNING TO OF ATHS.TRAIL HEADS AND ANY PLACE THAT THE PUBLIC MAY WANT OR BE OM IN." \\\ c 50 100 200 700 2000 r PERCENT r r //\\// z WEIGHT OF ROCK(LBS) (BY WEIGHT) r r I \�/ 12. �I I I I I I ` 50-30 100-60 200-140 700-500 2000-1400 20 r r // '�"' �'s^ + ¢ z a 30-15 60-25 140-80 500-200 1400-700 30 r r / 1/2„ Z LL a z 15-2 25-2 80-8 200-20 700-40 40 1,//c �� r \ 2-0 2-0 8-0 20-0 40-0 10 T' 4 4 r \/ �I F� —I a z o Protected i1 ti //\/ STAPLES o = Natural Area 4 ///A =s< ,,,,r, ISOMETRIC VIEW \\\ \ / 4• o 0 .w disturb z o �.r^.,�y..n..r...+a Z I I o TYPICAL SLOPE SOIL STABILIZATION ,j��j/ij f/1 / \/ BERM \\\.\\/\12" /� 1— \/\E//\//\/\\/\\/\Y cw — NOT TO SCALE G NOTES: 0 aL L L-1 P- 4"X4"SIGNS SHALL BE USED FOR AREAS WHERE A LARGE NUMBER OF SIGNS ARE NEEDED 1. SLOPE SURFACE SHALL BE FREE OF ROCKS,CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL Li SUCH AS THE BACK OR SIDE YARDS ON EACH LOT ADJACENT TO THE SENSITIVE AREA OR HAVE GOOD SOIL CONTACT. 0 VEGETATED CORRIDOR IN NEW SUBDIVISIONS OF PARTITIONS. 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. _y 3. LAY BLANKETS LOOSELY ABS STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL DO "CJ NOT STRETCH. 4. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. z 0 OI- RIP RAP DETAILS VEGETATED CORRIDOR 0 0 CleanWater Services S I G N A G E C1eanWate� Services MATTING SLOPE INSTALLATION CleanWate� Services w v DRAWING NO. 770 REVISED 3-07 DRAWING NO. 790 REVISED 12-Or DRAWING NO. 805 REVISED 12-16 FOR FURTHER INFORMATION FOR FURTHER INFORMATION FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION co N. AND SEDIMENT CONTROL AND SEDIMENT CONTROL AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. PLANNING AND DESIGN MANUAL. PLANNING AND DESIGN MANUAL. I UNDISTURBED �� F O /I VEGETATION iy 0 D it ,� p CA di€3o ■—die>„ C!! �• -» o !Q= 1- M coo TYP. (Gil :-\ .1� MINIMUM 12"OVERLAP '� O ' o���� OF SEAMS. �y4 , ' Agro,.:,::. _ _ A SEE NOTE Na 3 /' I' _- /� .a. CULTIVATE SOIL TO CREATE FURROWS PERPENDICULAR TO SLOPE ,„ • AO- • 0 . ENDS OF BAGS 1 1 0 W . PLAN VIEW OVERLAP 6"TYPICAL OH /i �' W • NTS (WHEN REQUIRED) Co -/-- . • • i � _ \ ► UNDISTURBED Q 1 '.. +. '•'••••. .. '+'.'♦• VEGETATION (� LJJ . ..•::'+ + ' '' EXISTING GRADE 1 Tom' BIOFILTER BAG OR � � INTERCEPTOR J G 3D w -"-I I� "" +ill 111 III 1 I ♦• 11111II I II TYP. TYP (WHEN VDVE �, `�'�4 ( SCALE L>LJ I I C (WHEN REQUIRED) ),6,0- ( it �+ V 'I 41 "' V/ 11`0 \DWI �4' 0 ; y`'` �` Nit EROSION CONTROL BARRIER '�effT ' ' I* r''J F ill ( "1'��' " T0( �1 �.. REQUIRED®TOE OF SLOPE. 11 III 6 MIN siiitlie. r T Gh'( .Li T. �_/ PLASTIC SHEETING IIII III ;��'�� = USE DOZER TRACKS TO CREATE GROOVES `I \�\ PERPENDICULAR TO SLOPE 3 1 MIN _ �� .'/ �/%� -II EI 'S- � '-$�Y7 7'T- 1I I I �, %�i _.. III I 1 III =I IH.I.I LIIL1II_I= III 1TI- -.� .,—C . ��1 On NON-WOVEN GEOTEXTILE ��.�1 ��= , RECORD DRAWING i. s J IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q NOTES: PROFILE q\�1) -10 ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. (� \ ♦ THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF FI 1. MINIMUM 12"OVERLAP OF ALL SEAMS REQUIRED. NOTES: \` = = THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION E"a 3 z. BARRIER REQUIRED®TOE OF STOCK PILE. KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON 1. BIO BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. /' -- ' PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. iF ROPES WITH A MAXIMUM 10'GRID SPACING IN ALL.DIRECTIONS. 2. STAKING OF BAGS REQUIRED WITH EITHER METHOD USING(2)1"x 2"WOOD STAKES OR 4. PLASTIC TO EXTEND MINIMUM 1'BEYOND TOE OF SLOPE APPROVED EQUAL PER BAG. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: iseiCOMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN OUTLET PROTECTION - ( SURFACE ROUGHENING INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD C 12 PLASTIC SHEETING DOCUMENTARE ADVISED CleanWale Services RIP RAP CleanWater Services CAT TRACKING CleanWater Services ITS ACCURACYBEFO INDEPENDENT RE APPLYIING IT FOR ANY VERIFICATION OF PURPOSE. DRAWING NO. 810 REVISED 12-16 DRAWING NO. 820 REVISED 12-16 DRAWING NO. 830 REVISED 12-16 12 2 OF 78 1 FOR FURTHER INFORMATION FOR FURTHER INFORMATION / Q ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATERON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER /10 p 0 SERVICES EROSION PREVENTIONCHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTIONCC CC AND SEDIMENT CONTROLSERVICES EROSION PREVENTION AND SEDIMENT CONTROL � / O m PLANNING AND DESIGN MANUAL. y .' :,,,,,,,,?...-,;t1,:Li..,. �0 '- AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. -( PO / U �i4 PLANNING AND DESIGN MANUAL. `IF-MC'GC& <� 6.0'41/ W U z ZpP P �.f/� xdp `� L Zz Li pR p p.a WUZa p va Z M ..,..: ., / sa zsco ol- La ` +4s0,' ,�4 /// RADIUS 25'MIN. '.P,. D Q ( CLEAN PIT RUN OR 3'-6' CLEAN ROCK RO O R OPEN-GRADE O�9 .�� J�Q�F O F.S . ROCK 9Pp P vp"�'SSIE ••• SUBGRADE REINFORCEMENT V1�pRF. m Y GEOTEXTILE,AS REQUIRED fU" U 8"MIN. Q H ROCK CHECK DAM DEPTH �' I+�`r .20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL GRAVEL CONSTRUCT ON r' .;x 9,,x'` ENTRANCE CURB RAMP Z tnIIIIII &I .. 1.I PAVEMENT W e U 11.1111111111 p ? 2 � W�y�.iq V / / v/v Z Ili Q Z 14 PLAN VIEW y• �\�y �\\`T .///„( \�O� ,440 A L o _ :.g 6"OVERLAP ZI I I I z_ TYPICAL • �_ 6. NOTES: 1 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING L=THE DISTANCE SUCH THAT POINTS 4 2,'- , OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING REPAIR AND/OR A AND B ARE OF EQUAL ELEVATION / 4 R. \ CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT 1'SUMP OPTIONAL 34 _ ° :- 2. WHEN NECESSARY,WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. z - /\ c -' it $ - . \ 3. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE L.LJ / I �- s THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ` 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION V ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED PROFILE FILTERING SYSTEM. 0 Q SPACING BETWEEN CHECK DAMS NTS 5. DIMENSIONS L-L-I I- NOTES: SINGLE FAMILY Cr) LiJ 20'LONG BY 20'WIDE 8"DEEP OF.Y"MINUS CLEAN ROCK. Q 1. STAKING OF BAGS REQUIRED USING(2)1"X2"WOOD STAKES OR APPROVED EQUAL PER BAG. COMMERCIAL 2. SURFACE MUST BE SMOOTH BEFORE APPLICATION. 50'LONG BY 20'WIDE 3-6"CLEAN ROCK,GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE 3. CHECK DAMS CAN BE CONSTRUCTED USING STRAW WATTLES OR OTHER MATERIALS AS FABRIC TO PREVENT SUB-SOIL PUMPING. J APPROVED BY THE DISTRICT OR CITY. z O 0 CL 1_ CHECK DAM CHECK DAM ROCK CleanWaterr Services B I O-FILTER B A O CG1eanWate� Services CONSTRUCTION ENTRANCE CleanWate7 Services cL ci DRAWING NO. 840 REVISED 12-16 DRAWING NO. 845 REVISED 12-16 DRAWING NO. 855 REVISED 12-16 FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION MIN. F ---;--- FL GENZ{tP�'D CHAPTER 4 OF CLEAN WATER ON DESIGN CRITERIA SEE SERVICES EROSION PREVENTION CHAPTER 4 OF CLEAN WATER . -4 •l! /��/ UNQE FVOWCI" ANGLE FILTER FABRIC FENCE TO AND SEDIMENT CONTROL SERVICES EROSION PREVENTION , -:S : / / SNE ^_ PLANNING AND DESIGN MANUAL. AND SEDIMENT CONTROL r �� ASSURE SOIL IS TRAPPED $ W O PLANNING AND DESIGN MANUAL �� 3f ) /// IOE OF SLOPE �LN$ 0 \ NOTES: OUTLET SIDE tei / w, �}r �N_ . f w�w,�r>g3e O `' + 1. DIRECT THE OUTLET SIDE OF r--./ / �Y/``F- THE ROCK/COMPOST FILTER � S.f �N ga SLOPE BERMS ONTO A STABILIZED u \` y I� WOOD STAKE AREA, SUCH AS VEGETATION ZM1 ,.v�i� ���me AND/OR ROCK. tYP � Yi� _4* » Z Q PLACE WATTLES ALONG SLOPE CONTOURS. `` � d �p'r"�! w, W co M PROFILE 2. EMBED ROCK FILTER BERM A ^- a/ NOT TO SCALE MIN. OF 4"INTO THE 4"MIN. O ROCK WITH MAX.SIZE.6 1' EXISTING SUBGRADE GEOTEXTILE INTERLOCKED 2"x 2" ��� GROUND/EMBANKMENT. a _ POSTS AND ATTACH PLAN VIEW NOT TO SCALE A 3. USE ROCK FILTER BERM ON ROCK FILTER BERM //� 3:1 FLATTER HIDE WHEAT STRAW,RYE �_ SLOPES. WITHIN THE 1 RTY GRASS STRAW, CLEART ZONE. USE L OR USE STITCHED LOOPS FLATTER ON SIDE SLOPES. STAGGER COCONUT OR O 3'MINIMUM JOINTS EXCELSIOR WATTLES 4. PLACE COMPOST FILTER OVER 2"x 2"POSTS NOTES: FROM TOE SLOPE. a BERM'S ALONG OR ON THE -D a 1. BURY BOTTOM OF FILTER FABRIC 6" GROUND CONTOUR WITH THE a VERTICALLY BELOW FINISHED GRADE. ENDS TURNED UP SLOPE. Q 3 2. 2"x 2"FIR,PINE OR STEEL FENCE 3' CC POSTS 5. PRIOR TO INSTALLING A - t COMPOST FILTER BERM IN A P 3. POSTS TO BE INSTALLED ON UPHILL SECTION VEGETATED AREA,ENSURE SIDE OF SLOPE. 0 L'I-- 4. COMPACT BOTH SIDES OF FILTER NOT TO SCALE THAT THE VEGETATION IS CC LU Cr) \ FABRIC TRENCH. STAKING SPACING CUT TO A HEIGHT OF NO , CC 6"' GREATER THAN 3"PRIOR TO z 5. PANELS MUST BE PLACED 4'O.C. 1 ft ACCORDING TO SPACING ON DETAIL INSTALLATION. CD FILTER FABRIC tYP Cr) Li MATERIAL 36" N0.940 FLOW FLOW 6. COMPOST HAS NOT BEEN 1 cc o• WIDE ROLLS. CHEMICALLY TREATED AND IS "' PROFILE WEED-FREE,PLASTIC-FREE, L1 -I 1-1-1 NON-WOODY < NOT TO SCALE PLANT MATERIAL; ANIMAL �� Q MINIMUM 1' NOTES: WASTE IS NOT ALLOWED. ET SIDE OVERLAPPING OVTL -� -- CC SIDE 1. STAKING SPECIFICATIONS: -� 7 (Z a ': ::K.::p�:::p�:�:�:.�:p�:��v:���:J:.J:.❖����� ����: a.1"X2"WOODEN STAKES 7 f B••• •••••• ••••••••••••••••0••• •••••••• •••. FILTER FABRIC MATERIAL a b.DOWNHILLNAL STAKES MAY BE ODE OF WATTLES ON STEEPL SD ON LOPE OR �� .RATED n p-6:: P ..................00 vOss ••• •O•••s "•••••®O 36"WIDE ROLLS HIGHLY EROSIVE SOILS. SHEET L /� 3 00 1°t®0B�.......................... .O .�I.�1�,"7ll"' SHEET FLOW I..� _.. 84'0" 2. SPACING IN ACCORDANCE WITH DETAIL 940. :744 - �Li i ► '• %®/-®.:..�® �,®7 ....ter RECORD DRAWING IN \••J•:444 X :s. .... 3. REMOVE ALL ROCKS,CLODS,VEGETATION OR 1.5 1 V- V V OTHER OBSTRUCTIONS SO THAT THE INSTALLED t � ® WATTLES WILL HAVE DIRECT CONTACT WITH THE YP' ��g IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q PLAN VIEW SOIL t .,,�,',n'i'''�����/t�,� PLANS AND U � �^ J �� hi T� THESE DDRAWINGSHAREEACTRUEPAND AECDCURATE RE RESENTATONOOF ::± C N eRU - NOT TO SCALE 4. INSTALL THE WATTLES IN A 2"DEEP TRENCH, 37n � �',`n6'MAXIMUM SPACINGFOR FURTHER INFORMATIONINSURINGTHATNOGAPSEXISTBETWEENTHE �pNc rem - THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION Ey O 1'-6" ON DESIGN CRITERIA SEE SOIL AND DJ BOTTOM OF THE WATTLE..THE CHAPTER 4 OF CLEAN WATER ENDS OF ADJACENT WATTLES SHALL BE COMPOST(SEE NOTE 6) KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN FRONT VIEW SERVICES EROSION PREVENTION OVERLAPPED 1 FT.MINIMUM TO PREVENT PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. - NOT TO SCALE AND DD DEESIGNOMANUAL. SEDIMENT PASSNG THROUGH THE FIELD JOINT. COMPOST FILTER BERM WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO DRAWING NO: RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C 1 3 SEDIMENT FENCE WATTLES FILTER BERMS INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD CleanWA Services CleanWater Services c CleanWater Services ITS UMENT ACCURACYEBEFFOISED TO OBTAIN RE APPLYING IT OR ANYENT PURPOSE. OF Q DRAWING NO. 875 REVISED 12-16 DRAWING NO. 880 REVISED 12-16 DRAWING NO. 89ROCK/COMPOJT REVISED 12-16 13 of 78 I GRAVEL CONSTRUCTOR NOTES: EXISTING GRADE Q I'IL ENTRANCE P/L 3'BY 3'MIN AT DO �. 1. WASHOUT FACILITIES SHALL BE BOTTOM OF CC CC MAINTAINED TO PROVIDE ADEQUATE MIIIIII=IIIIII-IIIIIIIIIIII_1IIIIIPII WASHOUT TO 003 ° ° HOLDING CAPACITY WITH A MINIMUM — _ = CONTAIN W U FREEBOARD OF 12 INCHES. q 3111 IIE CONCRETE A �? DIRECTION OF SLOPE11 Z ° e ° MAXIMUM 5% 2. WASHOUT FACILITIES MUST BE 3 O Z w . CLEANED, OR NEW FACILITIES MUST 3111 'Magee-0 1"REBAR FOR BAG REMOVAL D_=d LJ \ \ \ \ BE CONSTRUCTED AND READY FOR 31' W U Z a °° ° ° \\`_ \\`_ \\`_ \\`_ FULL.ONCE THE WASHOUT IS 75% 3111 11444 s,* Z O CATCH BASIN GRATE Z (9 3 _ I ZQ48 C7.1cc6 ° 3. IF THE WASHOUT IS NEARING 3111 1�, W D 0 qk CAPACITY,VACUUM AND DISPOSE -: I OF THE WASTE MATERIAL IN AN d 41N� APPROVED MANNER. 0 SIDEWALK SUBGRADE III I 1111111111111111111111111111111 4. TEMPORARY CONCRETE WASHOUT 3 _ _ _ _ _ FACILITIES SHALL BE LOCATED A 4IIII—IIIIII—IIIIII—IIIIII—IIIIII-IIIIII CATCH BAST ���� ����` MINIMUM OF 50 FT FROM SENSITIVE �A-'f o���►, „ OI'`I'O OI'CI'`I'CI'OI'CI'OI'CI'CI'CI'�i`I'`I • AREAS INCLUDING OPEN DRAINAGE y 9'BY 9'MIN TO ,� $0 40,�,�,1 y Y �I` ;���"I`"`;I��"`"I`"`"I`�"I`�"I`�"I`�"I`�"I`�"I`�"I`�I FACILITIES AND WATERSOURSES. CONTAIN CONCRETE ***,"WVA*,,,,4 EXPANSION RESTRAINT m CD `•COI`•OI`•O4••,+•"I`•COI`•"4.•4OI�,•O+4.00,j_04._44...i.A..rl���.��`` 5. CONCRETE WASHOUT FACILITIES PLAN ���,�,�� (n t.,`44`4Q��4=4Q#"�`e+,4 Ve+# INSTALL SEDIMENT CONTROL SHALL BE CONSTRUCTED AND NOT TO SCALE > . ®��._ H 0-�4•44.�`���=�`.444.44.444� MEASURES AT THE CORNER AND MAINTAINED IN SUFFICIENT _ �� EXTEND 6'MIN ALONG PROPERTY LINE ALL LIQUID BUANTITY NY CONCRE SIZE TO TE WASTEAIN P.CONCRETE, >, r g 1111111, , ,e ALL LIQUID AND CONCRETE PLYWOOD 48"BY 24" �® CURB ASPHALT ROADWAY OPERATIONS. W 11 AR OUT;'' PAINTED WHITE Z PLAN VIEW 6. INSTALL CONCRETE WASHOUT SIGN 6LAHEIGHT CK LETTERS STORM PIPE /IIIIIIIIIA ® NI I N WITHIN 30 FEET OF TEMPORARYCONCRETE WASHOUT FACILITY. 72" - w ^ liM EXISTING GROUND _ 36 ¢ O J 7. TEMPORARY CONCRETE WASHOUTS t LL a z MAY BE A PREFABRICATED ° x ° Z CONTAINER THAT IS PORTABLE AND .CONCRETE WASHOUT SIGN .�c. 0 4'MIN.WIDTH REUSABLE. DETAIL Z <�� LUG ALL WEEP HOLES (OR EQUIVALENT) O U Z a NOT TO SCALE 4"MIN.DEPTH ?1'O La3 ASPHALT 0 I I EXCAVATED MATERIAL "-6"ROCK WITH A WOVEN ZI I I I OO AY BE USED FOR 1'MIN MINIMUM 8"DEPTH FILTER SACK < ° PERIMETER BERM j ° _Ll ....2%SLOPE i CATCH BASIN INSERT Z SIDEWALK SUBGRADES 1'MIN �I� w 2"LAYER OF APPROVED SUBBASE Ik�Ik�Ik�IE=1IE=IIE=IIHN, 3' -II�-3 1 II I II II ill _ cc MATERIAL MUST BE INSTALLED. IE,yE Ik�Ik�1IIE=IIE=IIE=IIII,-_ 2'MIN III 111,1 I�I 1. Ik=Ilk= - -III G blgl I lll-1u-_ IE11 II II II 1T111= J Y PROFILES- I ICI I_III III NOTE: 0 H_ 1. RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION () w FOR FURTHER INFORMATION MUST BE BLOCKED WHEN USING FILTER ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE 3'BY 3'MIN TO CHAPTER 4 OF CLEAN WATER 0 EXISTING GRADE FABRIC INLET SACKS.SIZE OF FILTER o� NOTFS: CHAPTER 4 OF CLEAN WATER CONTAIN CONCRETE SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL J 1. SIDEWALK SUBGRADE CAN BE USED FOR ALL CONSTRUCTION AND SEDIMENT CONTROL SECTION A-A BY MANUFACTURER. PLANNING AND DESIGN MANUAL. ACTIVITIES PLANNING AND DESIGN MANUAL NOT TO SCALE Z 0 0DO CONCRETE WASHOUT cr) z SIDEWALK SUBGRADE � INLET PROTECTION �� o 0 CleanWder� Services CleanWater Services TYPE 5 CleanWater Services w ci DRAWING NO. 895 REVISED 12-16 DRAWING NO. 900 REVISED 12-16 DRAWING NO. 920 REVISED 12-16 FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. I♦§$$ CaC .i1♦,i$ 0 €30 0 SPACING FOR CHECK DAMS )aie 5R ■� iae DITCH GRADE = z 6 INCH 12 INCH 18 INCH lC , 6% NOT ALLOWED 16 FT 0.C. 26 FT 0.C. MQ,1 0 ,) 5% NOT ALLOWED 20 FT 30 FT a 4% NOT ALLOWED 26 FT 40 FT 3% 15 FT 33 FT 50 FT ai 2% 25 FT 50 FT 80 FT U LU A 0 w BARRIER SPACING FOR GENERAL APPLICATION r cn - INSTALL PARALLEL ALONG CONTOURS AS FOLLOWS I— w J SLOPE SLOPE MAXIMUM SPACING ON SLOPE Li J LIJ 0% OR FLATTER 10:1 OR FLATTER 300 FT 0 0 >10% OR <15% >10:1 OR <7.5:1 150 FT 0_ >15% OR <20% >7.5:1 OR <5:1 100 FT U C/) A >20% OR <30% >5:1 OR <3.5:1 50 FT C • >30% OR <50% >3.5:1 OR <2:1 25 FT _ RECORD DRAWING IN IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN . ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. ro THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF 3 THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION (~ NOTES: KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. iF 1. FOR MORE INFORMATION REGARDING THESE TABLES SEE CHAPTER 4 TABLES 4-3 AND 4-7 OF WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: IAA CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT CONTROL DESIGN MANUAL. COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C 1 4 IS RECORD SPACING TABLES DOCOUMENTAREINTO ADVISEDITATOOBTAINATINDEPENDENTTHOSEING VERFICATIONOF CleanWaler Services ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.DRAWING NO. 940 REVISED 12-16 14 OF 78 E k\---.1, / o y \ 1 \///.t_\\ \ ` E. uwzo- / 0 0; E. 0 20 40 c35wv ' V ` ` \ 6Vj � l 1 / \\ SCALE IN FEET woo O1- Io \ ;PaI ,,_ DEMOLITION NOTES m \ /- \ ���� R, NW NATURAL v N. U I' f \ O1 SAWCUT EXISTING AC OR CONCRETE PAVEMENT TO FULL o \ o \� 10 , NW NATURAL \ -\ FIELD TRUST SECTION DEPTH (AND TO NEAREST JOINT IF APPLICABLE)TO I 1 - 'o /I . \ - NO SITE ADDRESS RAIL LINES AND TIES REMOVED PRIOR TO CONSTRUCTION, BY OTHERS LIMITS SHOWN. COORDINATE LIMITS WITH ENGINEER PRIOR TO k I1'.. O I% \\ R® SAWCUTTING. �r1 1, \_� _ 1==_== ��� . REMOVE EXISTING AC OR CONCRETE TO LIMITS SHOWN. DISPOSE z *0 a' ©®_ w " .''-_............................ ---_-_-_- ................. ------_ _==_==______-------------^q -- ----- OF DEMOLISHED MATERIALS PER THE SPECIFICATIONS. N �,;; \ bbr.0 fl' 0 ,--- ' '------- --In� � -------- -�- --- --------- _--------_--_-----_ O3 GAS LINE TO BE RELOCATED BY NW NATURAL x^�» `71.]v�/i155 _ EN S j%nV ��i V MMIr Op PROTECT(P) OR REMOVE (R) EXISTING CONCRETE CURB TO a-g Ii i '-- ------ ___ _ _ + FULL SECTION DEPTH. w t __ �� ��►- ` 5 - _ OS PROTECT(P) OR REMOVE (R) EXISTING RETAINING WALL. p o � �illireille ,■ ��� - - _---- COORDINATE REMOVAL WITH ENGINEER AND PROPERLY OWNER. z �L. © / p_ �' // /AI J O REMOVE AND SALVAGE EXISTING TRAFFIC SIGN(S) AND op I / r —�I Z m SUPPORT(S). P ,4O/I �O 1,1i7,P - © ' �� 7 PROTECT P OR REMOVE R EXISTING COMMERCIAL OR OHP'_ I �/iI � _ .I'./I � O MUNICIPAL S G ICIPA SIGN, INCLUDING Y ASSOCIATED BOLLARDS. / a� I ' • �_ Z_ LLI cn COORDINATE REMOVAL WITH ENGINEER AND PROPERTY OWNER. ,.,• , eL C _.'��/�_�i -. ' S O PROTECT (P) OR REMOVE (R) EXISTING TREE, SHRUB,AND / Y 0�,i �r / \ O R o--__-_-_ a ROOT SYSTEM AS NEEDED TO ACCOMMODATE PROPOSED Z �' O R di. LT IMPROVEMENTS. Q --40©p 0.O N MP �� or O R /SHRUB I O R 0 P O PROTECT O9 PROTECT(P) OR REMOVE (R) EXISTING FENCING, GATE, POST, I EXISTING OR BOLLARD AS APPLICABLE TO ACCOMMODATE NEW Q z . ,, SHRUB I SHRUB i STAIRS LLJ b p \ /�P IMPROVEMENTS. M 0 PROTECT(P) OR REMOVE (R) EXISTING UTILITY STRUCTURE, CI I,- a -REMOVE CONCRETE -- POLE, OR GUY ANCHOR. COORDINATE WITH UTILITY OWNER FOR I b I O \\ V) o I POLE FOUNDATION 1\� REMOVAL AND/OR RELOCATION WHERE NOTED. I I I 0 REMOVE EXISTING FIRE HYDRANT, VALVE, AND TEE. b I I CHARTER MECHANICAL N. _ la a I I ' .\.I r a � 7924 SW HUNZIKER ST = 12 w REMOVE (R) EXISTING STORM DRAIN PIPING OR ABANDON (A) '==° a N PLAN AND FILL WITH CLSM. GP: p vo 3e 14 REMOVE EXISTING CONCRETE SIGNAL FOUNDATION TO MINIMUM ■� 6" BELOW FINISH GRADE. �da"$m o \I FELD TRUST \ u rn NO SITE ADDRESS -__.___ �,51) a --_ WETLAND�O 9E FILLED PRIOR TO __ BY-OTHERS --- - -- CONSTRUCTION PERMIT ' -- - ___________________ ----- - ______---- =___ -Aso---- -_\\ ___--—_ _ —--_---_,,— ____ 1— CD - - ------------------- O O ITITFf`_ IIIIIIIIIIII�fTTTrI-I�frtTfirn\fiTTT1T7TTTFl-17T1IIIIIIIIIITIII�T_�����11� 1 ���1�� 11T, I�1T�I��� 1 1IIIIII � I � III � II � I � IIIIIIy\Ih + Q + L> _u11�i�_11iLw�m�IJi11LkIJi1bLL��111 l -I 1 1 o CI LI LLJ W w W Q a >O °°#, itiF-:*d 0 ' -, #,,t .a101 - ' 4d0°/°,001 °A;).ei i e -:15° &_), © . / W 0 CL o / RECORD DRAWING mo 41>POP --_-_— © \\\ �— P P � IO— IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN d a ---�--_ © \ \ O P ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. O THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF Ea x x�- x x I \P THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION (.. _ ` KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. O Op WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: 3 TURRET STEEL _ COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO SUNBELTUN0 SW HUNZIKER ST CHARTER MECHANICAL L.. / RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR 7940 SW HUNZIKER ST N / I FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C 1 5 INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD PLAN IITSDOCUMENT ARE ACCURACY BEFFORE APPLYIVISED TO NG ITFORN EANYDPURPOSE.ENT ICATION OF 15 of 78 Y DO �K O m U WU Q 4 FIELD TRUST '- NO SITE ADDRESS,- -- ' w z eo 0 20 40 zoo,_ --- -- 55wa z¢ccm taGIGINES AND TIES REMOVED PRIOR--_____ w o o ak TO CONSTRUCTION, BY OTHERS ----- SCALE IN FEET I CD0pN m N - - - - - 3 - - p v� J DEMOLITION NOTES Z f w W - 2 ^ e a� 2 = - - - Z m O SAWCUT EXISTING AC OR CONCRETE PAVEMENT TO FULL �+ ^S W _ w W LIMITS SHOWN. COORDINATE LIM(AND TO ITS WITH ST TENGINEER IF CPROR TO TO z a_ - W SAWCUTfING JW _____--- P� ------T-_____________________________ J o sW� _ Cf) - - - __= _ vim, - -- = 1 O2 REMOVE EXISTING AC OR CONCRETE TO LIMITS SHOWN. DISPOSE ?'P' a (, HP OHP oHP OHP 0,HP /' - -WIL ---- � rI OF DEMOLISHED MATERIALS PER THE SPECIFICATIONS. m i o Qx x x x x x x /• r I.. _� OHP _ OHP T&7A-?ll�--- -L Q z 0 x O ___ O ____ x n x x x - x +I j __-- �- r O3 GAS LINE TO BE RELOCATED BY NW NATURAL. _ O O p ��+ I ' 13 1 / tl - . / 9 �/// / / � 4O PROTECT (P) OR REMOVE (R) EXISTING CONCRETE CURB TO / + FULL SECTION DEPTH. __ ' /� '/ c 9 I ',// / / % O REMOVE AND SALVAGE EXISTING TRAFFIC SIGN(S) AND /' } SUPPORT(S). CITY OF TIGARD \ \ , ,'/'// + Cl_ POTSO DOG PARK / /\ + / /\, ` 7960 SW HUNZIKER ST / // �N \ �� C\' \ O PROTECT (P) OR REMOVE (R) EXISTING TREE, SHRUB,AND ,, I�� + /' } ROOT SYSTEM AS NEEDED TO ACCOMMODATE PROPOSED = N+ I 1 N' / Y ," /- IMPROVEMENTS. 0 I- P LAN O PROTECT (P) OR REMOVE (R) EXISTING FENCING, GATE, POST, J OR BOLLARD AS APPLICABLE TO ACCOMMODATE NEW Q IMPROVEMENTS. W 0 PROTECT (P) OR REMOVE (R) EXISTING UTILITY STRUCTURE, CI POLE, OR GUY ANCHOR. COORDINATE WITH UTILITY OWNER FOR REMOVAL AND/OR RELOCATION WHERE NOTED. <>PROTECT EXISTING WETLAND. =, L FIEW TRUST /' L 0 / _ ---- NO SITE ADDRESJ y�w,'3" 11: === 160 EAST SIDE SEWER w M // -� IMPROVEMENTS BY OTHERS_ 0 R__'___= %% s - -----_-- ----- --- ------- _ ------ c------ - _-_- _ _ _ a ___--- - 6 _ - ----- __________________ _ -067____ ---___--,,____L____-__-6_- i-- __-- ---.___---7____:i_ _ Q - -- - --____,.-.._- CC_� _____ _=---- � ___ -- Q U O CC gy 0 -----r.A,m / �/ © - ---�� � � W a WI CI W W Q J a55 - G J w ~ J W U O�ir'.';^�fi MI/eO4 R �0 - O. iv 0 r ___O p �__ P X O� O P - -' 'r # `-�'-�� OI- Q J O f CL 'ter i�/i l / —oH� —UH — —�P ,HP W pO / ` 10P — �' O (n 7 e „Jr ,P ' TERRA FIRMA O - tl cJ / / 1' -' 7910 SW HUNZIKER ST / P M ' ' 5.t.d,r. -- - __/ / I GROW CONSTRUCTION i' ° ° IR A / $:;,v \ 7902 SW HUNZIKER ST --- 4° ° ° ° ° ° ` `®�- RECORD DRAWING II TERRA FIRMA ' GROW CONSTRUCTION AGILYX - IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q 3 0/ / ,\--- 7920 SW HUNZIKER ST /' 7900 SW HUNZIKER ST 7904 SW HUNZIKER ST a ° ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. (7 I _ / - THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF - _ - THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION i-' `' /----,"" �/ 6 . 50 / KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN / _' PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: PLAN COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO 3 RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C 1 6 INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 16 of 78 Y DO 0 m W O 6k0� \\>sss \ \\ i � �Zw �P2 - \\ \ T d'xaw \\\\\\\ \\\ fit\\\ �-i�l'- LU 0� CN��NE N � C�6 i's\\ RAIL LINES AND T1FS REMOVED I FIELD TRUST I — 0 20 40 Z 5 Li s\ o� \ U� % ss` \.�\\ \ RRIOR TO CONSTR TION, BY \ NO SITE ADDRESS z 5 cc v MP' 5 ` 5 ` \ \� \ \�\\ \ \ -��' wooer C� \\\ \ \� \ �,�\\ \ OTHERS \ '';Oar- _ SCALE IN FEET VA V vA �v Av V `VA v v V �i � - - \ \ \ A \\ \\\ WETLAND WITHIN PROPOSED \ - ii�% %----- IN' \ \�� \ \ \ \\ � \ \,� ,ROADWAY TO\BE FILLED BY \ ii%'' i --- �'��' \\V V 1 A V AA . A V. V /i,i/�i /i,i I \\ \\ \\ Cb4�TRACTOR UNDER PERMIT /ii wS , /�,i / rm `1 \ \ \\ \\ \\ \ \\\ OBTAINED BY TRA ELL CRON} \ y„ ,� \ Ak I I)\I: \ `` 1 -- -__- V\\ \ ,;,\ \ NOTE: CONTAMINATED MATERIALS ENCOUNTERED J o \ �► -, --` �, DEMOLITION NOTES I l '�-< / /.......---�.., \\ \�\\\ ,- IN GEOTECHNICAL INVESTIGATIONS AT THIS m rn ^U I I ���`• t '�. \ \\ : \\ LOCATION. SEE GEOTECH REPORT FOR DETAILS. Z r Cb I d \ `. \ \\ ?�\ °� \\\ O1 SAWCUT EXISTING AC OR CONCRETE PAVEMENT TO FULL _ I " O , \ \ \ \\\ \'' �� W W SECTION DEPTH (AND TO NEAREST JOINT IF APPLICABLE) TO a i W U \ \\\ \\ © Z W LIMTS SHOWN. COORDINATE LIMITS WITH ENGINEER PRIOR TO i x c = \\�\\ \ \\ , ,a A / J Cn SAWCUTTING. i a=Ce c0i J W - \ \\ \�� �\ \ '�� \� WTL V / �� = O c=.12a = W �`` �__ - \\\ _ \ - \\ w , - / �� r�jl 2 REMOVE EXISTING AC OR CONCRETE TO LIMITS SHOWN. DISPOSE Mo TV FROM POTHOLE UP u - �—_ U OOF DEMOLISHED MATERIALS PER THE SPECIFICATIONS. o moo= I- THIS STORM DRAIN �- n�_ - _'/// J 1 /\ i1M `` N \ Q z z < W ° i `^' ..\ -.4‘4 - W`l- , z �� ©\ \ O3 GAS LINE TO BE RELOCATED BY NW NATURAL. '77 (n \ :\\`�� —` _��"���w — O PROTECT (P) OR REMOVE (R) EXISTING CONCRETE CURB TO FULL SECTION DEPTH. - — �- _IJ -- \ _ __- O PROTECT (P) OR REMOVE (R) EXISTING RETAINING WALL z _ -x= X. x .Y so \ I TRIMEF I COORDINATE REMOVAL WITH ENGINEER AND PROPERTY OWNER. \ '2 ,r, -- \ \ \\ S HDJ CONTROL POINT2. \ W / ('( I R ® \\ \ SEE SURVEY NOTES, FOLLOWING O REMOVE AND SALVAGE EXISTING TRAFFIC SIGN(S) AND \R 12 ,/!((\( \ SHEET C3. RESERVE SUFFICIENT SPACE S CE TO STOCKPILE SUPPORT(S). z \\\ CONTAMINATED MATERAILS. SEE O POT HOLE AT CUT CAP AND REMOVE FROM / SPECIFICATIONS FOR ADDITIONAL INFORMATION. O PROTECT (P) OR REMOVE (R) EXISTING COMMERCIAL OR (— CONNECTION POINT PRIVATE TIE IN TO END PLAN MUNICIPAL SIGN, INCLUDING ANY ASSOCIATED BOLLARDS. = COORDINATE REMOVAL WITH ENGINEER AND PROPERTY OWNER. p OPROTECT (P) OR REMOVE (R) EXISTING TREE, SHRUB,AND W ROOT SYSTEM AS NEEDED TO ACCOMMODATE PROPOSED ii IMPROVEMENTS. OPROTECT (P) OR REMOVE (R) EXISTING FENCING, GATE, POST, OR BOLLARD AS APPLICABLE TO ACCOMMODATE NEW I IMPROVEMENTS. = m o \ _ 10 PROTECT (P) OR REMOVE (R) EXISTING UTILITY STRUCTURE, LH;e o \ _WTL WTL POLE, OR GUY ANCHOR. COORDINATE WITH UTILITY OWNER FOR 'I�� 3_ o FIELD TRUST I \ WrL 4 WTL \ c WIL ,, _ ° "e( — - REMOVAL AND/OR RELOCATION WHERE NOTED. ���a3„ =§2 NO SITE ADDRESS I ^\ �d�-3, o \ - _-- I \\ 12 REMOVE (R) EXISTING STORM DRAIN PIPING OR ABANDON (A) a z M 1 m -- I l)J- �� •--_ I \ AND FILL WITH CLSM. CZ_ 1- + N 1 \ . .. ": i1 � I— CY) \ P f 1 1 pot 1 1 1 1 W © cn0 m \� P e o ° p W� � Z Q ---�i p p W (n W e P C Wz o e � . f • n O 0 . r—, a --��R O RECORD DRAWING u o IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Qi ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. A THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION �.. KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. - WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: PLAN COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO 3 RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C '17 INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 17 of 78 Y DO —, O CC i 0Z Z paw ce=aW ° . WUZ°- 0 20 40 Zo8,•) —U'S W op Wace O O U SCALE IN FEET \ 7904 SW HUNZIKER STREET F c \ ; ' 0 " z \ � `\ , --Iw m 1 i — 8 `v :' / / I Cr) z x / I I 1 i.� c e a o — — — — x x , x rn . PO _ -- DEMOLITION NOTES . _<_ �ih� � -1tivL \\ \ 41+00 xR——— — I x ��\. —� x x x x x SD +00 12 — — /�� 0 — 42 — — — ._ —_ — _ -- _— — APPUCABLE i xo sf 1 — �� I O PROTECT(P) OR REMOVE (R) EXISTING FENCING, GATE PST o o W c8i I 12-ISD 12 SD — __I- \__—^� � � � _— — _-- _ TO ACCOMMODATE NEW _ �\ 1 __— \ ———— /—— _ — _ IMPROVEMENTS. — R --- -_r=— . -, __ __„� --_ ---_Jr __ Z -------- --------v-1 _ STORM DRAIN PIPING OR ABANDON ()REMOVE (R) EXISTING A _______ _ —1: ____ AND FILL WITH CLSM. yr------ __ I TOP OF BALLAST ROCK z BOTTOM OF BALLAST ROCK RAILROAD q z PLAN z 0 1— J 0 LLJ c, o ■ Ng r N m o \ y ap ;- I—=3 -» o ai Z a a U W 0 iii CC W Cl_ W Ca.OI- Z I J W O o CL U 09 A RECORD DRAWING n 3 IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Qi ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION �.. KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. — WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING N0: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C 1 8 INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 18 of 78 3 pri \ �I ; 4;2 GENERAL PHASING NOTES: �_ 'I 1. PHASING PLANS ARE PROVIDED FOR REFERENCE p z \ to 6 Ix w 0 CD / ONLY. CONTRACTOR TO PREPARE AND SUBMIT =a a I DETAILED PHASING PLANS FOR APPROVAL W"0") °0 0 80 160 (S w a 4I \ 2. CONTRACTOR TO COORDINATE WITH PROPERTY woo a o 1 I / SCALE IN FEET OWNERS AT LEAST 7 DAYS PRIOR TO ANY IMPACT TO Lai • / ACCESS OR SERVICES. to I / 3. CONTRACTOR TO COORDINATE WITH CITY OF TIGARD a:II \ I I #°* I MAINTAIN MINIMUM / /12' WIDTH OF / TO PROVIDE PUBLIC NOTICE AT LEAST 7 DAYS PRIOR > TO CLOSURE OF DOG PARK. m Y / SW WALL\\\.. _ ____L___ _—_—__I____ _ ST I EXISTING DRIVEWAY/ /�/ / CO N / ci � , I I� PHASE 1 : ��� - co tr, - - - - -- ' •o N =� — / CONSTRUCT EAST SIDE ROADWAY. N iii o y -I p + • • L� j- ° # A•��,"/ CONSTRUCT EAST SIDE UTILITIES. W . �� x �l• •° / / Paz __I o ' Q ...1. Q i o N Q Q o + . • � • MAINTAIN EXISTING WALL STREET ACCESS. ? p 25 25 \l p� O, I W Q-o 8 -'o -'o I �. / • CONSTRUCT STORM OUTFACE OVER TRIMET PROPERTY o <m 0 1I°. 9 / . /// 0 z6 • • I h / - / Si z oz I /I li�• / Z Z ICI 'iCD z °p t III I CONSTRUCT TEMP ASPHALT / / / z Q I ACCESS TO 7924 SW • I HUNZIKER TO BE MAINTAINED TRANSITION AS REQUIRED • / / M-F, 8AM-5PM. CONSTRUCT MAINTAIN ACCESS TO / _ ACCESS TO PHASE 1 11 AT LEAST 1 ROLL UP / / U # I IMPROVEMENT OUTSIDE OF * DOOR AT ALL TIMES + MAI THIN MINIMUM WORKING HOURS, I 1C' WIDTH OF �����/ / PHASE 2: -EXISTING DRIVEWAY / • CONSTRUCT ROADWAY AND UTILITY TIE INS TO �\ SW WALL ST / // / WEST SIDE DRIVEWAYS. cN --- .1 .IAMMUI ''-'''' ''''''.-Til!!NE - - — — - �1 ��: o p p o= /// h giiiiii:CD2CD.41111 oy V- jd LI rr _� \ o / - / / �.o <_$ a=S ,20 1.20 Ic. Z o �I< C 9 ,. //, z CL, ,,) a / � /p IIIo f I,� / / ' / w eL 5 °o�l i / /' ,• Q � � i\ \ / IL z \ I I / `��%� / , PHASE 3: o .II — I �I / / • GRADE DRIVEWAYS,AND UTILITY EXTENSIONS CONSTRUCT WEST SIDE RASD REQUIRED. C V -� SW WALL ST — — / s - 1 - o o $ o s 0 �L= _ _ ° A° _ . -� - r- - I = - Ico I o 1 � — =LT - - — - -_:._ RECORD DRAWING �� 124 _ N M "•�� '' IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q o n I� - f � - -•1� x x x- x �_- - - - - ' o * o u o / ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. I �I -;r - - _ _ �r--_ _ _ + • k _ T- '�_��" THESE DRAWINGS AREA TRUE AND ACCURATE REPRESENTATION OF HEW - \ •p • / / THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION n o • 2m o x o N i o i o o + • � KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN J - g - g - g g g • / PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. ° 1 C O' / / WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND 0 0 -o -o I DRAWING NO: \ / Q /// COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO 4 °' / RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR / - FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD C 19 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 19 OF 78 t/ ��//. ,- ��„ Q ��I / \, \ b, I \ RECORD DRAWING xx IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN (te, - o m, , , C� .,,, . - ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. re z°; r THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF - w z t-a- /' r N -_ THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION Li °¢a '''p o KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN ` wc=� a '3 N PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. zoo O� 1° I\ 0}�. 1 WALUS ENGINEERING IS RELYING UPON THE ACCURACY AND 0 20 40 c30w �/ \ \ COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO � woo a / E:. 0 \ -- RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR SCALE IN FEET \ a �: \ FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN w IA• INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD c S \ _ ,.; DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ., \ t.'/ \ FIELD TRUST ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. CURB CUT TABLE �. \- NO SITE ADDRESS CURB CUT # STATION & OFFSET - I a v ( ;' $T;* ',A \ v (TO CENTER OF CURB 0 \ y' ;.' ��� CUT AT FACE OF CURB) CO v�i \ o O, -' %b' �`� C. � I �; /o c _c J c c__ c .c c - 1 11+84.09, 23.00' RT I 1', ��� .�, 0 �0 - _ 3M 0 2 11+99.38, 23.00' LT to I © il k® alir1 riaiM �Im -_- _ 3 12+20.04, 23.00' RT I I a oat. ,I x m za• L - 1- --T , _'. ': p 4 12+37.60, 23.0' LT °-� J``N' L /� 4it � �•��Itos...... 5 12+58.97, 23.0' RT a c J � � 1 O _ 'fi BEGIN _ ---- © --- © 6 12+78.42, 23.0' LT z o IiP ;�p •J:.00 _ ® �I>_=--- ---- -- --�' -- - Q 13+19.91 23.0' LT z x ''• " oNom - - 55- - - - c _- - -• 40 W- _ �-_2S I- 8 13+57.80, 23.0' RT i i a ' 'iM ®i -° STA 11+80. STA 12+63.48 - 0 758.81 STA 13+90.48 w i r �'1 : ■ ® BEGIN `� WALL STm EN 11 , n © elo \ END Z W 9 13+72.07, 23.0' LT i o z hI ® c ® c \ 0 ©��' R_t,s---- -mac ®gritim015 0 . - c (/) 10 13+81.17, 23.0' RT J, L.LJ CD 0 11 13+82.07, 23.0LLJ ' LT I. z J � �, _ w CD ;: - _ _ CONSTRUCTION NOTES: CL I II �� ® ��� �r ,_,). - - --� - - - - CONFORM Q O1 CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD I- 0 ® � v - STANDARD DWG NO. 120, SHEET D1. k3 (n �T �''11,.. 0 I i �. 152.93 0 3S �1 ® R_2' NO n ® 1 3M ®_ O2 CONSTRUCT (S) STANDARD CURB & GUTTER PER CITY OF z 0 STA 11+05.25. 40.0' Rf SEE SHEEP C26 FOR STA 1 +60.48 34.5' RT it I I TIGARD STANDARD DWG NO. 125, SHEET D1 OR (T) 1 b Q ` 1 TC 152.94 i SIDEWALK BULB-OUT DETAIL TC 152.97' // 3 THICKENED CONCRETE CURB AND GUTTER PER DETAIL, CL cp I 1\ I I , r__-N---� SHEET D1. 'A II ` - z' 0 �3 CONSTRUCT (S) STANDARD CONCRETE CURB PER CITY OF Q ± b 3 I 1\ I , ° I ' TIGARD STANDARD DWG NO. 125, SHEET D1 OR (M) MODIFIED O - CONCRETE CURB PER DETAIL, SHEET D1. p I-2, CHARTER MECHANICAL b I I 1 t o f I I I I =✓ ' 7924 SW HUNZIKER ST O4 CONSTRUCT COMMERCIAL DRIVEWAY OF WIDTH NOTED (X') PER O Q PLAN CITY OF TIGARD STANDARD DWG NO. 143, SHEET D2. SEE CC (/) 170 170 DRIVEOANAL DETAILS.Y PLAN D PROFILE, SHEETS C37-C40 FOR 0 CONSTRUCT CURB CUT OUT WITH METAL ASSEMBLY PER CWS =1 a LIDA HANDBOOK DWG NO. 401, SHEET D11. L".. o \ y �I3e O6 CONSTRUCT STORMWATER PLANTER, SEE TYPICAL SECTIONS 41`g FOR DETAILS, SHEET C4. I=82 8PVI STA 12+50.00 m Z +- PVI EL 152.78 PVI STA 14+03.00 07 CONSTRUCT LANDSCAPE PLANTER STRIP, SEE TYPICAL _ ,.. o� HIGH POINT STA 12+00.00 cu SECTIONS FOR DETAILS, SHEET C4. w M 1 60 - PVI EL 151.25 o,� HIGH POINT EL 153.03 160 d EXISTING GRADE® o 0 o NI ' LOW POINT STA 13+78.// d CA o,n LOW POINT EL 151.619 ®CONSTRUCT ADA CURB RAMP. SEE SHEET C28 FOR DETAILS. i II o M K 196.94a Nw CENTERLINE o+ LENGTH 100.00 .3^ n K 25.72 aw csi w w + LENGTH 100.00 11 CONSTRUCT ACP ROADWAY. SEE TYPICAL SECTION FOR _,- N - DETAILS, SHEET C4. - o - --_O,5t--- g 0 CONSTRUCT ACP PRIVATE ROADWAY/DRIVEWAY RESTORATION. I- SEE TYPICAL SECTION FOR DETAILS, SHEET C4. CD-1.00% w 0 CONSTRUCT CONCRETE CHECK DAM AT ELEVATION NOTED (X'),2 0 �O 150 PROPOSED CENTERLINEISH GRADE 150 PER CLEAN WATER SERVICES UDA HANDBOOK DWG. NO. 406, C) -EXISTING ELEVATION 0 SHEET D11. ,53 CENTERLINE 14 CONSTRUCT SURVEY MONUMENT BOX PER CITY OF TIGARD C. W PROPOSED ELEVATION 0 STANDARD DWG 170, SHEET C4. QCL I- 1 CENTERLINE 20 ...--ACP ROADWAY RESTORATION. SEE TYPICAL _U (~/) LZ 1 SECTION FOR DETAILS, SHEET C4. I- N N ,fI N o N a N N f`M _ CO M N ,O, O,a M N. m W M CO o CO cn Cr, N N J I r O O co LL] O a M N „l O M O f a n N cc! 4 N of O of a 0 t 0 N f 0 coN n � 0 n ,0 -:- n vi ,r"�i� .n uNi u"'i� ,,rNi 0 ,n 0 0 wii v> ,- L.L J w _ _ _ _ U Q O 10+00 11+00 12+00 13+00 14+00 PROFILE A SCALE: 1" = 20' HORIZ 1'. = 5' VERT ii Q 4% 4% Lo 2% 2% 0% - - - - - OL - - - - - q - 0% _ DRAWING N0: 3 -2% LEFT/RIGHT EDGE OF PAVEMENT (-2.0%) -2% _4% _4% SEE SHEET C29 FOR C 2 0 UTILITY IMPROVEMENTS SUPERELEVATION DIAGRAM 20 of 78 3 Y DO 0 0 K O m ------.., -,.., ,____ --, , C,1 b fie, u_ \ FIELD TRUST ---___ a ° PRIVATE PROPERTY ` w c=i z a �� NO SITE ADDRESS_- 3-_ IMPROVEMENTS BY OTH 0 20 40 Z 5 8 C cTi- --- \ I ,� ------- _ 10 --- 7 - 1 �� zaccao _ --- -\ - _ - �- wooer �-C- c- C-- C- -C- c SCALE IN FEET 151.6T 152.69' _ 153.69' 157.26' _ Q O ® ® ��-Old - ®s0- _ x CURB CUT TABLE o - _ t -� - ---r �� cam_ -- - • - -- CURB CUT C) =,:'-, _'.j.,,.;.,z -"TT, E �wr -- - 1" ,L, :.:, ', " ---- _ ___� - L-9 r TOACENTER OF CURB O \ ,,, -, _ CUT AT FACE OF CURB) m U / 1 12 14+25.54, 23.00' LT + s_ _ Q , -_ 5 I_ /--� ® ® STA 16+BE O6 OS #2 _ 00 13 14+65.24, 23.00' LT 03 ~ O --0 .1 -- -STLCYS r ® _ 2S = }�/�} F --2�IGNMENT-ANGLE4z01NT N E N - _ Q 11 - -� ®•A-9'. .7Cf6-- ---- - - - Lt S-T- - �T4=ka9=---- - N 14 14+83.75, 23.00' RT Q U i -_-=-- _ _ -_S30�8-� -------------o- ---_---- -- --- -------- - - - - - - -- --� c Q (n W - 2T A 14 8.41 5 758.81 STA 3.90 2T ~ 15 14+99.99, 23.00' LT w EGIN C 5 STA 15+ <.6S Q G \ SND 2S 60 I \\\ N W _ 16 15+14.31, 23.00' RT H_ 28 ®- s 2S 2T 1A 15+72.49 n'i© © G G Z LLJ = 17 15 28 38 23 00' LT 0 J ! �\ Q s� --------- Z Z Cr) + z a csirc © \ 18 15 78 07 23 00' RT J w - / (,\ - -- '"' '."..'. . _'' .': 11M11 ---- _ - W 19 16 05.85, 23.00' RT x g _ (/) --_ r AIIEIMI�� i -i" } = Cl) 20 16+40.15, 23.00' RT -o c� __ - - - - _ _ �- - - _ p, ad° - -®c �i ILJ ;'- - - r �� U 21 16+55.31, 23.00' LT o 0 La o \\ © STA 17+00 4. 'R �wV 59' /\:__, 22 NOT USED _ __ _ Q 00 159.'R + 12 7 cw - CONFORM 153.58' +a \\ Q STA 16+ 5Rcc GIND- u - n,\ 156.251 TW 158. ANITIOt7+59Z ®"\1 CONSTRUCTION NOTES BW ts6.97 - STA 15+69. 34.5'R 'o - . - i I �- 157' , O1 CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD CL 0 O 0 BEGIN WALL _STA 17+29, 34.5'R`.__ ^N STANDARD DWG NO. 120, SHEET D1. Q END WALL � TW 156.20 I` � u � u BW 156.20 TW 160.00 a 3 156'' 2 CONSTRUCT(S) STANDARD CURB & GUTTER PER CITY OF SUNBELT TURRET STEEL STA 16+00. 34.5'R CHARTER MECHANICAL BW 160.00 II O 7930 SW HUNZIKER ST 7940 SW HUNZIKER ST V= I TIGARD STANDARD DWG N0. 125, SHEET D1 OR (T) z TW 157.00 REVISE DRIVEWAY -�-a-� THICKENED CONCRETE CURB AND GUTTER PER DETAIL, BW 156.45 SHEET Di. PEDESTRIAN PATH SLOPE CL FROM STANDARD PLAN TO O PLAN 1.5%AWAY FROM ROADWAY O CONSTRUCT(S) STANDARD CONCRETE CURB PER CITY OF RECORD DRAWING TIGARD STANDARD DWG NO. 125, SHEET D1 OR (M) MODIFIED >- + IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN CONCRETE CURB PER DETAIL, SHEET D1. Q ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFlCATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF ®CONSTRUCT COMMERCIAL DRIVEWAY OF WIDTH NOTED (X') PER i=i THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION CITY OF TIGARD STANDARD DWG NO. 143, SHEET D2. SEE Q Q KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN DRIVEWAY PLAN AND PROFILE, SHEETS C37-C40 FOR 0 (- PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. ADDITIONAL DETAILS. CY (/) WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND 1 70 COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO PVI STA 17+15.00 1 70 0 CONSTRUCT CURB CUT OUT WITH METAL ASSEMBLY PER CWS C, N. RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR PVI EL 160.25 LIDA HANDBOOK DWG NO. 401, SHEET D11. _,1 w 5 FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN HIGH POINT STA 17+43.21 ■-=m a N INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD o o HIGH POINT EL 160.08 0'0 0 CONSTRUCT STORMWATER PLANTER, SEE TYPICAL SECTIONS Img°' o p DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ,o a; K 23.63 q o FOR DETAILS, SHEET C4. y 3% ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. +2 LENGTH 80.00 +`r I��`3 =Ps -EXISTING GRADE _. _. O7 CONSTRUCT LANDSCAPE PLANTER STRIP, SEE TYPICAL �d-&>° 6 a a SECTIONS FOR DETAILS, SHEET C4. z CENTERLINE CZ_ PVI STA 14+03.00 Ig. PVI EL 151.25 PROPOSED FINISH GRADE O9 CONSTRUCT CONCRETE RETAINING WALL (0-2'TALL) PER ' w 160 LOW POINT STA 13+78.77 ® CENTERLINE _ _ - 160 TYPICAL SECTIONS, SHEET D1. i LOW POINT EL 151.619 r, 10 CONSTRUCT ADA COMPLIANT LANDING AND TURNING AREA AT a LENGTH 5100.00 +,- _ _ - TIE-IN TO ONSITE SIDEWALK. 2% MAX SLOPE, ANY DIRECTION. _ _ - 2.89% a LJ 0 CONSTRUCT ACP ROADWAY. SEE TYPICAL SECTION FOR -EXISTING ELEVATION ® DETAILS, SHEET C4. I- CENTERLINE 0 CONSTRUCT ACP PRIVATE ROADWAY/DRIVEWAY RESTORATION. w PROPOSED ELEVATION ® SEE TYPICAL SECTION FOR DETAILS, SHEET C4. CO CENTERLINE CC 150 - 150 13 CONSTRUCT CONCRETE CHECK DAM AT ELEVATION NOTED (X') I- CL u� rn m n �n,n _CO w o NW nrn o n m N n v CO �n n ,- PER CLEAN WATER SERVICES LIDA HANDBOOK DWG. NO. 406, 'C n COO N M a W r a O O '0 M N n �M O� '- CO N �O CRCO m N c� '° ro 0 OHO m ,�� CI w �n v'i u� ,n(C ,`nr,� u�vMi u^-, �vai �� u_.,n - • 52 52 u^-,COi �u°Di �_W �� N� u°'-,m • ;n �::� SHEET Dl1. CONSTRUCT SURVEY MONUMENT BOX PER CITY OF TIGARD I- Z CL 14 STANDARD DWG 170, SHEET C4. Cl) w 14+00 15+00 16+00 17+00 I _ 1 m 18+00 1G CONSTRUCT CONCRETE LANDING AND STAIRS f CR DETAIL, w IICCT D2. L_ __IO Q O PROFILE 0 CONSTRUCT INTEGRAL CONCRETE SIDEWALK WALL PER DETAIL, CL SCALE: 1" = 20' HORIZ SHEET D2. CI- 1" = 5' VERT 18 INSTALL 6' CONCRETE BUMPER BLOCK PER DETAIL, SHEET DX. U cn 4% STA 17+62.10 4% ' ICI BEGIN PUNOUT f 2% -RIGHT EDGE OF 2% ��0% sr" Q -CL,- - - - - - �� - - - - PAVEMENT 0% C7 - 2% LEFT/RIGHT EDGE OF PAVEMENT (-2.0%) i-t� � � } -2% F~' 4% LEFT EDGE OF PAVEMENT (-2.0%)J -4% DRAWING NO: 3 SUPERELEVATION DIAGRAM SEE SHEET C30 FOR C 21 UTILITY IMPROVEMENTS 21 OF 78 Y 0 PRIVATE PROPERTY r IMPROVEMENTS BY OTHERS fie, o z _ M ___----_ __------ ]f Q II ` cc=aw FIELD TRUST - zcuoo n o NO SITE ADDRESS 0 20 40 zoo v z¢ccro __--- _-- 3M SCALE IN FEET wooer -- �;�-�-_ w � � - c - 159.48' - 13 Sc Gil -- O = _ - - ' - _ - __- - _- _=_-__--==____ o CURB CUT TABLE T ti' , . �'',�'.Y,.♦ ----- - �- O CURB CUT # STATION & OFFSET � m N � + + (TO CENTER OF CURB o CO N #24� 25 #28 /29 14 #30 STA __9.38 2T N N 23 CUT ANOT USED T FACE OF CURB) 5 5 5 5 -- 5 5 5 - BEGhN 2T -- $ -_------------ g -- _ Q C> ---25 - -STA-18+19.44-� -- = - - pg A Q U • BEOkJ S29 3�S 0.W - t=_- -- -- _ __ , 1- 24 18+23.18, 21.46' LT Z J W 7 - - - - - Sirl- -t r-ST 1 so--- - _ sue. N W 25 18+63.92, 20.48' LT H_ J vo W - JYY YY/�L __---isc--- ----- 17 - ALIGNMENT ANGLE POINT 11 W - a< Z STA 18+27.05 Z + J q _ _ c 2S c c c STA 20+09 �� = 26 19+09.39, 19.39 LT _ r W --____ ----- --- W 27 19+19.38, 19.15' LT z jai Z W • � - --- - Z LT a z o _ (I) - - - - d---d---A---3---A - - END PAVEMENT WI N-TR7 HS1�_-'_-_'- ---- ---- - ----_---,--- = Cl) 29 20+01 54, 17.18' LT _z 0. - - SG�20+0 =_ --�s" -- I- 30 20+36.23, 17.00' LT i o z Q )HP OHP OHP OHP- - - - -dHP OHP _ BHP �-py -Tlx aI. x �- a x x x x x x x Ox x x x x +I �/ / / / \�i i�---- _ w CD : - CONSTRUCTION NOTES: J O 1. + / b e \ /' + O CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD 0 C1 N\ �5 / / / 1 / ,'%L/// / STANDARD DWG NO. 120, SHEET D1. CC N -- ' / <// \,,',s'6\ \ -%� + - 02 CONSTRUCT (S) STANDARD CURB & GUTTER PER CITY OF --_ -- I j // TIGARD STANDARD DWG NO. 125, SHEET D1 OR (T) V) 1 NI I\ /2 // + }- THICKENED CONCRETE CURB AND GUTTER PER DETAIL, --- CITY OF TIGARD _ 1 ` I ', v/ / SHEET Di. Z _-- POTSO DOG PARK i I//\�+ I \ { , /' } 0 7960 SW HUNZIKER ST \\ I'.-N--- + Y O3 CONSTRUCT (S) STANDARD CONCRETE CURB PER CITY OF ~ x N+ , >N far', / / CL O V TIGARD STANDARD DWG NO. 125, SHEET D1 OR (M) MODIFIED PLAN CONCRETE CURB PER DETAIL, SHEET D1. O 0 CONSTRUCT COMMERCIAL DRIVEWAY OF WIDTH NOTED (X') PER CO I PVI STA CRY OF TIGARD STANDARD DWG NO. 143, SHEET D2. SEE PVI EL 22+20.00 DRIVEWAY PLAN AND PROFILE, SHEETS C37-C40 FOR ADDITIONAL DETAILS. O Q PVI STA 19+20.00 LOW POINT STA 22+45.00 0 I- PVI EL 159.23 LOW POINT EL 156.977 O CONSTRUCT CURB CUT OUT WITH METAL ASSEMBLY PER CWS 170 LOW POINT STA 19+13.85 K 18.74 LIDA HANDBOOK DWG NO. 401, SHEET D11. o n LOW POINT EL 159.345 0 0 PVI STA 21+15.00 LENGTH 50.00 170 CO n 0 a- PVI EL 160.56 K 67.88 0 HIGH POINT STA 20+88.78 06 CONSTRUCT STORMWATER PLANTER, SEE TYPICAL SECTIONS = m o co+ LENGTH 80.00 +LOa N m 0 o CO HIGH POINT EL 160.33 0,n o a FOR DETAILS, SHEET C4. Imo!. 0 -w -w ui0 K 20.27 voiooi vein '/�� 3e -- +r LENGTH 80.00 + +,- (, CONSTRUCT LANDSCAPE PLANTER STRIP, SEE TYPICAL w+�V3„ o f J J I SECTIONS FOR DETAILS, SHEET C4. ='Na2 PROPOSED FINISH GRADE w w 1- �d�„» o 0 CENTERLINE a a z �n (n (n 0 CONSTRUCT ACP ROADWAY. SEE TYPICAL SECTION FOR /� DETAILS, SHEET C4. `v 0 w rn 160 - -0.50% 0.68% 160 0 CONSTRUCT CONCRETE CHECK DAM AT ELEVATION NOTED (X') ROW a '3.279, PER CLEAN WATER SERVICES LIDA HANDBOOK DWG. N0. 406, a _ _ SHEET D11. _LS14 CONSTRUCT SURVEY MONUMENT BOX PER CITY OF TIGARD STANDARD DWG 170, SHEET C4. EXISTING ELEVATION ® -EXISTING GRADE 0 U CENTERLINE CENTERLINE W PROPOSED ELEVATION 0 CO 150 ' CENTERLINE _ 150 CC rr.M - o�M M rn M ,O o,n u�O rn 0 u� n o,n a0 - c-/O CO 03 M CO a 03 a M L.L a.co n r N<O V M� M 17 �M "�.-: uJ,n -cp O�1� r0� cD0 �� u.�M rt M Mo in,0 ao M� =I- Q �;0, 0, of m of m m of aim m Oi �o �o o r...:o �o poi �Oi �co �� W Cr) v�,n ,,n ,,n ,,n ,,n M,n in,n 2 �n�n , , M,o M,o _,0 �> ,n CO in ,n ,n Ln in Q C W 18+00 19+00 20+00 21 +00 22+00 J w PROFILE RECORD DRAWING O o IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN CL SCALE: 1" = 20' HORIZ ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. !Z 1" = 5' VERT THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF - co THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION - KNOWN TO WALLIS ENGINEERING.THIS RECORD DRAWING HAS BEEN STA 18+92.44 : A 4% A 1 + 7. 7 4% PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. END RUNOUT - END RUNOFF WALUS ENGINEERING IS RELYING UPON THE ACCURACY AND RIGHT EDGE OF PAVEMENT (2.0%) COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO �� �" 3 _ - - RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR Q 2% 2% 0% -=- - - - - - - - - - - - 0% FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C..,INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD - _ LEFT EDGE OF PAVEMENT (-2.0%) DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF -2% -2% ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 4% -4% DRAWING NO: SUPERELEVATION DIAGRAM SEE SHEET C31 FOR C 2 2 UTILITY IMPROVEMENTS 22 0f 78 Y DO 0 K W C� fie, 0 Z - pzw / ` ¢rexa - - FIELD TRUST _____z // w o zp m __-_ ___.60 NO SITE ADDRESS / 0 20 40 z5o`O __ %� SCALE IN FEETw o o / 61' ifit)' --- ___- // _:==, -!'--5- '�--_ - - - -- e----c-c-c-c--156.07 -- --;c--,L--,c,.= , -15 1 4.17'13 _c 153.08'_' c i O -- -_ - - CURB CUT TABLE m � � o CD 0 + I _ CURB CUT # STATION & OFFSET m #33 _ -- 9l1GNfdENL e c9 d (TO CENTER OF CURB o 1 N N ®STA 22+BE 63 =© © O_ © _ --Q _ © _ + N N CUT AT FACE OF CURB) - 11 --- - - - ---- -- U 31 22+34.09, 17.0' LT Q U > ® -sire- -_ ---- ----------a -g - --- ---- _L---- -...1.,- - _ - _ - (/) - �if6.OL - F - - 1^I WALL-ST - _.7, ,� - _ V) W 32 23+17.60, 17.0' LT zo i W \/58' / 17' SW �YALL/ST 56 - r .- 33 23+80.48, 17.0' LT H a$ \ r(f) ^_ c- c_-"c G G �____- ____� c c 34 24+43.36, 17.0' LT =-J W ° • , n_ 1,1 �� _ �--0"""C O C / 35 25+06.24, 17.0' LT z v'a z W --..r.- ,0. ` LL ! __, •o-- '-- bb -- - - Z I 36 25+69.12, 17.0' LT z x=o ° �' ,A '-BSON P W1 RANS¢OI__.155- J N - - S ® O 12 i/ i=_`. STA 2�+96 --- AN-- 1 -END�PrVtMfENT-WIDTH- -`_-=--- 0(� o z z Q '� .F+•'® - ----STA 2 - �- ozo - - MIL-- T STA 23+ -_ i o ---- ��s __ _ � ,. i I. -ENS :�_ - - - - � - ==-CH __ - - P- = =� HP---��� �_ CONSTRUCTION NOTES: L. Oj CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD W O /--- i 5- � / I --' STANDARD DWG NO. 120, SHEET D1. J O / ,- i W ± `-7 �� / ==_� • ° M N -^T TERRA FIRMA ' O2 CONSTRUCT (S) STANDARD CURB & GUTTER PER CITY OF CO v. 7910 SW HUNZIKER ST N �V``}�♦'_ - -- + _- / 1 / .. \ ®° %_ TIGARD STANDARD DWG NO. 125, SHEET D1 OR (T) i N N ,<we N GROW CONSTRUCTION '' THICKENED CONCRETE CURB AND GUTTER PER DETAIL, CL a II / 7902 SW HUNZIKER ST SHEET D1. I- "3 0 - __ TERRA FIRMA / GROW CONSTRUCTION AGILYX O3 CONSTRUCT (S) STANDARD CONCRETE CURB PER CITY OF 0 /- / 7920 SW HUNZIKER ST 7900 SW HUNZIKER ST ------7904 SW HUNZIKER ST TIGARD STANDARD DWG NO. 125, SHEET D1 OR (M) MODIFIED z O // 7�� 1/ / co 1 /" �/" ° - CONCRETE CURB PER DETAIL SHEET D1. ®CONSTRUCT COMMERCIAL DRIVEWAY OF WIDTH NOTED (X') PER O PLAN CITY OF TIGARD STANDARD DWG NO. 143, SHEET D2. SEE O DRIVEWAY PLAN AND PROFILE, SHEETS C37-C40 FOR Q ± ADDITIONAL DETAILS. N OS CONSTRUCT CURB CUT OUT WITH METAL ASSEMBLY PER CWS CIN LIDA HANDBOOK DWG NO. 401, SHEET D11. O Q 0 CONSTRUCT STORMWATER PLANTER, SEE TYPICAL SECTIONS fY 1 70 PVI STA 22+20.00 • 1 70 FOR DETAILS, SHEET C4. 12, PVI EL 157.13 '-51 LOW POINT STA 22+45.00 O7 CONSTRUCT LANDSCAPE PLANTER STRIP, SEE TYPICAL CEm a o SECTIONS FOR DETAILS, SHEET C4. LOW POINT EL 156.977 o co Cl)L)< o C K 18.74 PVI STA 23+98.00 10 CONSTRUCT ADA COMPLIANT LANDING AND TURNING AREA AT I//�-3' LENGTH 50.00 + PVI EL 156.06 �`3 N J TIE-IN TO ONSITE SIDEWALK. 2% MAX SLOPE, ANY DIRECTION. ��=N$ N w HIGH POINT STA 23+58.00 v�N,„ o EXISTING GRADE 0 o o HIGH POINT EL 156.30 o m z CENTERLINE q M K 120 89 o n 11 CONSTRUCT ACP ROADWAY. SEE TYPICAL SECTION FOR /� a0`O a0 LO DETAILS, SHEET C4. •V= 0 co -PROPOSED FINISH GRADE + LENGTH 80.00 +- CD w 160 ® CENTERLINE N w W ©CONSTRUCT CONSTRUCT ACP PRIVATE ROADWAY/DRIVEWAY RESTORATION. s SEE TYPICAL SECTION FOR DETAILS, SHEET C4. a -, - -0_607_,__ 0 CONSTRUCT CONCRETE CHECK DAM AT ELEVATION NOTED (X') _ PER CLEAN WATER SERVICES LIDA HANDBOOK DWG. NO. 406, -1.26% SHEET D11. EXISTING ELEVATION 0 14 ~ CENTERLINE CONSTRUCT SURVEY MONUMENT BOX PER CffY OF TIGARD W STANDARD DWG 170, SHEET C4. w PROPOSED ELEVATION 30 150 GRADE ® CENTERLINE 150 cL O> r in �M en N M m Lon -M oo co o r rnN r V N �r W LL r o N oo ,°p Mr co ,o N 4 a ON �.- `-O, wr r,n N -O -r n,t1 �N Mo -r o,f1 Q �: 'r 'r m m co �6 m m ,o ,ri co ,ri Lc') 6 vi 6 vi 6 6 4 6 a a Ki ri Mi ri W Cr) L 12 ,f�J_ ,n N /2,n �C 2 /2 2 //2,n ,n u° u�u� u�u� u�u� u�u� �,,n ,r�i,n in �n v> -v> ,n u� /2/2 C W 22+00 23+00 24+00 25+00 26+00 1- _1 ! RECORD DRAWING p Q > PROFILE IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN 0 ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. CL SCALE: 1" = 20' HORIZ THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF W 1" = 5' VERT THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION C.) T/'1 KNOWN TO WAWS ENGINEERING.THIS RECORD DRAWING HAS BEEN STA 25+55.46 PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. : A 4% BEGIN RUNOFF 4% WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND 2% RIGHT EDGE OF PAVEMENT(2.0%) - - - 2% COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO 110; RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR Q FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN 0% - - - - - - - - - - - - - - - 0% INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD sr. C7 LEFT EDGE OF PAVEMENT(-2.0%) DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF �••� -2% -2% ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. F- -4% SIA 26+DD.46 BEGIN RUNOFF -4% DRAWING N0: ig SUPERELEVATION DIAGRAM SEE SHEET C32 FOR C 2 3 UTILITY IMPROVEMENTS 23 of 78 D O Y -� O CC O \ u_Z Z S �_ ss 0 20 40 �Sw� \C. C` C. \\ T wiL � z¢cc ro \ \\ \� \ \ \ \ wooer,,. \\ \r \\ \. \\ \ -- SCALE IN FEET FG S \ �F ` \ 0 �� `\ \ %� c FIELD TRUSTS �`` vv• . ‘,� `v vv No slrE ADDREss`v °` _ _ CURB CUT TABLE\ ' , \\ \ tiiiii,,, 4 AA�A�\ a\,��A\v `v \ - i� -<' ' ± CURB CUT # STATION & OFFSET m �\ �I \ Z'S, `\� 154.11' \ i i%ii �iiii // \N 17 CUT O AT FACE OF CURB NTER OF CURB m H I o %� v N. v v'' y''v ® A �� / �� �i�ii / Cal ) \ \ \ \ \ \ /..",- . / O 37 26+31.64, 17.0' LT I l V\ i V\ 2's vvvv,0 \V vA a- ® \ ® \ \ �7 i i' V AV %/ ♦ I- 38 26+42.68, 17.0' LT IN. \ \ \ \ `�/ \ ,i \ 39 27+01.17, 17.0' LT H J$ - � vvv � v: �- � - - =icev '7 2 W b \ : '� • r5k- -c c--7/ F -F \ = 40 z7+sssa, 1zo' LT =r I \ 1 �' '� /�I © /�� �-- - �- _ v) / -F r.F --' --- --- --- -'-F---`---�---�-- -F�--F---F Z �a0 F F _ i, y L� / z - "xo A SIB 12 �� �� A ` 54 ��� -- z CONSTRUCTION NOTES: o =W� / 4 Po ,\ O CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD o 6 STA 27+ < ® " STANDARD DWG NO. 120, SHEET D1. o 0. vSX �v v5 END WTL //' ��n�_1, SW ALL ST ® OF 43 �^ � `� �_ CONCRETE CURB AND GUTTER PER DETAIL, /..' _ TIGARD STANDARDJ O _ c CD 0 CONSTRUCT (S) STANDARD URB 8c re NO. 125, SHEET DR ORR(T)TM O i \ s\ I :..:.P1::::: .. :: = F--' F -_F_--F --F__-,F- -F--F___F__-F-_-F_--F__ F -_F==4___F___F___F_4-F___F___F__ - -F___F___F___F-_-F___F___ ___ ___ _ SHEET Dl. 00 CD CD AIL \ • �' l _ N 03 CONSTRUCT (S) STANDARD CONCRETE CURB PER CITY OF \ 44 _<� �- ���'OI s'�•- S I \ _ - - ,r - c` o TIGARD STANDARD DWG NO. 125, SHEET Di OR (M) MODIFIED CL _\ \ ----=-----:-..--------.-._-.-=. = CONCRETE CURB PER DETAIL, SHEET D1. I- z a - \ ALIGNMENT-PT---- _- ---- `\jS X- x- -" - __-=_-_:_--- / SEE SHEET ARDEI'6 FOR \ STA 27+80 _ -------- .'-',- - \12\'\SD / RAIN GARDEN'DETAILS \\ - 04 CONSTRUCT COMMERCIAL DRIVEWAY OF WIDTH NOTED (X') PER Z l/ � - J''�\ / - CITY OF TIGARD STANDARD DWG NO. 143, SHEET D2. SEE 0 //i%'/- I \.!\ \\ I TRIMET I- l\( DRIVEWAY PLAN AND PROFILE, SHEETS C37-C40 FOR \ \ \ Z ADDITIONAL DETAILS. � O PLAN O CONSTRUCT CURB CUT OUT WITH METAL ASSEMBLY PER CWS CD LIDA HANDBOOK DWG NO. 401, SHEET D11. < + O 1 ©CONSTRUCT STORMWATER PLANTER, SEE TYPICAL SECTIONS CI N FOR DETAILS, SHEET C4. Q Q PVI STA 26+57.00 O O (/) 7 CONSTRUCT LANDSCAPE PLANTER STRIP, SEE TYPICAL � ~ PVI EL 152.80 SECTIONS FOR DETAILS, SHEET C4. 1 70 LOW POINT STA 26+35.99 PVI STA 28+80.00 1 70 o n LOW POINT EL 153.243 0* PVI EL 159.68 11 CONSTRUCT ACP ROADWAY. SEE TYPICAL SECTION FOR =0 0 o^n K 23.00 0^a - HIGH POINT STA 29+20.00 DETAILS, SHEET C4. ■-,,m a N + LENGTH 100.00 +,- o a HIGH POINT EL 160.09 0 o EXISTING GRADE ® Lg° o o\ N- N w o ad K 38.91 0 o CENTERLINE 12 CONSTRUCT ACP PRIVATE ROADWAY/DRIVEWAY RESTORATION. y 3 ¢41 + LENGTH 80.00 + SEE TYPICAL SECTION FOR DETAILS, SHEET C4. �`3 co rn -PROPOSED FINISH GRADE _„a a"' a"' 0 CENTERLINE 13 CONSTRUCT CONCRETE CHECK DAM AT ELEVATION NOTED (X') _J "' z PER CLEAN WATER SERVICES LIDA HANDBOOK DWG. NO. 406, CC1_ co - q SHEET D11. CD w rn 160 _ _ - 16O 14 CONSTRUCT SURVEY MONUMENT BOX PER CITY OF TIGARD i> a STANDARD DWG 170, SHEET C4. 9% EXISTING ELEVATION ® (, CENTERLINE W w PROPOSED ELEVATION 0 30 150 CENTERLINE 150 cL ^ O r�u) n -,1-CO M -<O u�a0 ro0 -M a,in 0,sh ro0. . O ro� N W L.L C:N c o M N O M N(O O I M r 7 m ,n I I') N N p p r O - 6,O p O M M r n t\Q n Q ri ri ri ri ri Sri a Lri,ri Lri,ri m co r r ao roof co of of o of o of o of o o W (./) ,n �n,n u�i in u�i in in v�in �n,n �n in �n,n iCL n,n �n in �r�i,n ,n u,,n = �n,n ,n.o ,n so ,n<n ,n<n in cn Q W 26+00 27+00 28+00 29+00 30+00 _ J w PROFILE RECORD DRAWING o < o IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN CL SCALE: 1" = 20' HORIZ ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. W 1" = 5' VERT THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF U c THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION - RIGHT EDGE OF PAVEMENT(4.0%) KNOWN TO WALUS ENGINEERING. THIS RECORD DRAWING HAS BEEN O 4% - _ � STA 27+97.36 4% PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. A 1 END RUNOFF RIGHT EDGE OF PAVEMENT (2.0%) WALUS ENGINEERING IS RELYING UPON THE ACCURACY AND „ STA-27+46.36 _ , 2% 1 STA 26+06.46 - 2% COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO 3 END RUNOFF BEGIN--RUNOFFRESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR Q 0% - - - - - - - - - - - - - - - - - - 0% FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C., INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD - STA 26+06.46 STA 27+46.36 LEFT EDGE OF PAVEMENT(-2.0%) 2% DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF 2% END RUNOFF BEGIN RUNOFF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. LEFT EDGE OF PAVEMENT ( 4 0%) SIA 2/+9/.36 1 - 4% END RuNuIF -4% DRAWING NO: 3 SUPERELEVATION DIAGRAM SEE SHEET C33 FOR C 2 4 UTILITY IMPROVEMENTS 24 of 78 DO —� 0 m FIELD TRUST �_ NO SITE ADDRESS �_ ��� oil o o o '� o z Li ¢d / 1 --- W U w a — = °� --A-- �''i 0 20 40 zoon -N CD 7 m \ SCALE IN FEET woo I a -0STA 31+04.46 O c BEGIN 2T �° •p + _-FI E-'-F---F---F---F--- --- °e c F ° m ijO • , Y o • CONSTRUCTION NOTES: O1 CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD E a U • ° >.d \� h ° ` —_ _ — _ ° _ r _P_ STANDARD DWG NO. 120, SHEET Di. (� W 11 I— 0D° ° SW, WALL S I °° ° O2 CONSTRUCT (S) STANDARD CURB & GUTTER PER CITY OF Z i W 2S %' ° ° ° ° ° o ° ° • THITIGCKENED CONCRETE CONCRETENDARD GCURB 1AND GUTTER PER RDETAIL, N Z cn .161 — — 6� G3° _ ~—"�— — — —�� SHEET D1. = -.Q J uT W \ EE TYPICAL O7 CONSTRUCT LANDSCAPE PLANTER STRIP, S - L.a o z ce w ______ o SECTIONS FOR DETAILS, SHEET C4. _ ._F i �-f---F---F---r---r---F---F---f S p - ROADWAY. SEE TYPICAL SECTION FOR _ LS W azo U - 11 CONSTRUCT ACP -o I— r���. J�-� _ _-- - DETAILS, SHEET C4. Z o W _ _ oz 10 CONSTRUCT STREET BARRICADE PER CITY OF TIGARD STD. I. DWG. NO. 192. w J U- O z U-CL W -- > > — > > > > > > > - CD k3 ,_ zo go CL PLAN > o as o cn a 0 170 + 170 DI Q I M'ail =N, W Q II 'iym 6 N EXISTING GRADE CI rI © NE a w .II ago PROPOSED FINISH GRADE .dam=3, o ® CENTERLINE 1.03% J\ 51) o 160 - — 160 a -EXISTING ELEVATION 0 ~ CENTERLINE U W w PROPOSED ELEVATION 0 3 150 1 CENTERLINE 150 CD N M 0 IM N In a In co co - W LL O> M In W n co Ol , N- co" co Q tip u)<O �m 02 0 ,�fl.O m u)CO 2 02 0 n N Cr) V 30+00 31+00 32+00 32+40 I— _1 w PROFILE RECORD DRAWING o a o IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN CL SCALE: 1" = 20' HORIZ ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. W " = 5' VERT THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF U c THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN O 4% 4% PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. A RIGHT EDGE OF PAVEMENT (2.0%) WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND 1�; 2% - 2% COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO Q 3 RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR 0% - - - - - 0% FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN mar C., LEFT EDGE OF PAVEMENT (-2.0%) INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD �--� -2% -2% DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. I - 4% 4% DRAWING NO: 3 SUPERELEVATION DIAGRAM SEE SHEET C34 FOR C 2 5 UTILITY IMPROVEMENTS 25 or 78 (� 0 O ,,, i CC Ct 0 m �z z Li- ¢a I X�r Z 0 3 6 wOzO- ° 3 CURB HEIGHT = 6" O -_ 5 5 w v CURB HEIGHT= 6" I SCALE IN FEET woo co � 2 / � Q W FG 153.41 Z c MATCH EXISTING J I FG 153.49 1 ~ CURB HEIGHT= 0" • ♦-MATCH EXISTING _ _ I / v 2.3% 1.0% 3.3% CURB HEIGHT= 0" O m Y U 0 3.0' 5.0' 3.0' 1 / CO N 11 N 650107.10 +^ N 650101.62 1 . O E 7622496.62 E 7622506.16 a FG 153.36 3.0' 5.0' 3.0' FG 153.43 a - I0 - MATCH EXISTING 3.1% 1.0% 3.8% _Al MATCH EXISTING I w 2i z =CURB HEIGHT= 0"=w - _- CURB HEIGHT = 0" I F w La �o� I �I m z -'az 7n col IIo;n I o N 650105.63 "�1 00000000000 Iui ' 1LU E7622499.24 •0000000000c z FG 153.27 .0000000000c Q N 650103.126 0 c„i„a CURB HEIGHT= 6" �! E 7622503.567 ► - �� it U) 0 z o La L 1.0% 1.0% 1.1% FG 153.32 i zo z 3.5' 5.0' 3.5' CURB HEIGHT= 6" MUNI N 650103.89 _© TC 154.15 O CC 2FL E 7622494.19 A TC 153.94 TC 153.534.03 FL 153.65 3 Y Z C FL 153.05 FL 153.44 MATCH EXISTING N N 650102.14 N 650099.64 I Z CI- E 7622497.22 0 E 7622501.55 FL 153.08 FL 153.13 HUNZIKER STREET = eL CURB HEIGHT= 6" CURB HEIGHT= 6" CC PLAN 1- Q Lil RAMP CONSTRUCTION NOTES: \ \ /� CURVE DATA c~n 1- �\ ° J i:ii0 CONSTRUCT 6"WIDE CONCRETE CURB AT BACK OF RAMP. CURVE CURB RETURNS O -. 0\ `\ OS INSTALL PERPENDICULAR SIDEWALK RAMP (THROUGH BUFFER TYPE POINT LOCATION CENTERLINE STA OFFSET < Z 0 3 6 STRIP) PER ODOT STD. DWG RD755, SHEET D4. /1 PC STA 10+45.71 2.44' RT �� FG 154.87 CURVE RAD = 100.00' 0 n SCALE IN€EET FG 154.39 MATCH EXISTING - O /1 s CURB HEIGHT= 6° CURB HEIGHT= 6" 6 CONSTRUCT CURB AND GUTTER PER CITY OF TIGARD LEN = 18.20' MID STA 10+45.14 6.62' LT =Id i:i p MATCH EXISTING �- AW.0 CURB HEIGHT= 0" _ - - STANDARD DRAWING NO. 126, SHEET D1. L = 10'25'50" 'iHm c N CURB HEIGHT= 0" - © PT STA 10+43.75 15.63' LT � 0 Z / .y'aIV`aF, / 3 Z 1.5% 15% 7.5% ABBREVIATION LEGEND g I- 3.0' 5.0' 6.0' I a 5 Z ♦ a O o rnl PC = POINT OF CURVATURE o I I o o PT = POINT OF TANGENT U v of ho" N 650067.29 MID = MID POINT OF CURVE N 650071.98 , I \`E 7622577.63 FG 154.83 O FG 154.36 2.0% 1.5% �.5% MATCH EXISTING I- p - CURB HEIGHT= 0" w w Li MATCH EXISTING �7� w •� w U L1J CURB HEIGHT= 0" I I 0 N. 0 0 "''I D°°o° °0-0 p c VI lq N 650069.30 CC O #2 O °000°pOoo°O E 7622571.98 p21 N 650070.98 o° °o° °o° FG 154.38 I- EL Q E 7622567.27 �o°oo o°oo�oc 0 3 6 FG 154.30 --' CURB HEIGHT= 6" 4' 8' 4' L�J S� CURB HEIGHT= 6" __---- • I- W 4.1% J SCALE IN FEET Q I-I 3. ' 3.5' ULJN 650064.33 ~FL 154.36 i 1 5' CLEAR O Q > MATCH EXISTING i CC CL 3 % 6 ��V// C U) / 6' TYP = 1 N 650067.18 N 650065.50 / A° E 7FL 154.14 E 7622570.63 RECORD DRAWING �� FL 154.14 FL 0.03 Q CURB HEIGHT= 6" IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN CURB HEIGHT= 6" - ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. - - - - - - - THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF NEP --1 _ / THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION --- [� KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN HUNZIKER STREET PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WAWS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: / COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING ORo OR ANY ERRORS MIOC 2 6 PLAN SIDEWALK BULB-OUT DETAIL NCORPORATEDINTO ITOASSARESULT. SUL WHICH HAVE THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 26 OF 78 Y 0 O CC K o m U W U' K z Z -___ OZW -----_______------ -_ cexaw U N 650073.31 -----_ R=35.00' z"'o noa tO A TC 153.21 E 7622474.29 -_ A = 008.12'35" ` Z Q Lu l- V FL 152.71 FL 152.75if w o 0 N 650076.35 CURB HEIGHT= 6" L = 55.31' HUNZIKER N Z I K E R STREET E 7622469.93 T= 2.51' / W MATCH EXISTING N 650069.80 CENTER POINTIllik c E 7622478.00 N 650065.04 N 650046.166 -FL 152.79 E 7622481.66 E 7622452.19 5.3' CURB HEIGHT= 0" FL 152.83 0 3 6 r 0.8% S.y CURB HEIGHT= 0" coU _0.7T © N 650060.64 SCALE IN FEETCO N �_p\ \ E 7622484.05 Ci 1 L49, FL 152.87 a 5.3' - '� 60 \ CURB HEIGHT= 6" pp 5.0' lob _,_s\ 0 • \ �\ \, p W i& �l` S°. \\ > Q.- Enh \�V a x o 'P j Z ,<i 0. r \CS 6'9 \ Z azo N 650071.60 8.7 °g:- o cs'.'a E 7622467.14 �9 \ / N 650056.89 o W o FG 153.18 __1 \ \ E 7622485.50 z o MATCH EXISTING y�. 2g� ?A q . ,, FL 152.90 z oz rb' 50 1 CURB HEIGHT= 6" IP ^1 ® W 1Ll^f �°'?1°, `o s FL 152.92 d; Z 4' MIN. �$ 6.6' 6.2' ' 0,\ \\ N 650051.50 Z 15� 0.2% 3.:% '" Nck. E 7622486.78 �_FL 152.94 v5h 1CURB HEIGHT= 6"N 650064.80 N 650061.48 N 650058.17 N 650055.06 ��' W Q E 7622463.17 E 7622468.82 E 7622474.47 E 7622479.80 CC ---- FG 153.33---__ FG 153.22 FG 153.24 FG 153.47 o W MATCH EXISTING MATCH EXISTING---- MATCH EXISTING -- _MATCH EXISTING ��4 (f) W Q LEVEL TURNING SPACE. 2% EC CM MAX SLOPE, ANY DIRECTION J I- Q \ - - - - - E7622480.8727 53 \° 11,‘ CURVE DATA J FG 153.53 N 650043.17 J LEVEL TURNING SPACE. 2% CURB RETURNS Q - 5 E 7622487.06153.01 CURVE MAX SLOPE, ANY DIRECTION I �� ��� FL 153.01 TYPE POINT LOCATION CENTERLINE STA OFFSET I +o•�: moo. HIGH POINT \ -CURB HEIGHT= 0"- 0 PC STA 10+82.67 58.33' RT • CURVE RAD = 35.00' 1 uA I V = 55.31' A MID STA 10+92.80 33.37' RT =8 r o cr 1 0 ATk © PT STA 11+17.67 23.00' RT Tx eq 0"� < o N 650043.70 \ o'o ,// a \ E 7622481.09 a 0 • FG 153.10 16 • • i N 650037.23 �_=;;e o E 7622486.03 ABBREVIATION LEGEND c W \ I FL 152.98 co 1. II CURB HEIGHT= 0" PC = POINT OF CURVATURE PT = POINT OF TANGENT i a \ II - MID = MID POINT OF CURVE N 650038.76 I POC = POINT OF COMPOUND CURVE \ E 7622480.23 .1\ PRC = POINT OF REVERSE CURVE FG 153.07 \r'' '1j TC = TOP OF CURB FL= FLOW LINE I I I 5 5' FW = FRONT OF WALK 1.5% BW = BACK OF WALK C.) POT= POINT ON TANGENT LLI en I N 650030.45 E 7622483.46 O �. 1 FL 152.94 CURB HEIGHT= 6" RAMP CONSTRUCTION NOTES: o w EL E 7622478.10 n LLJ (/) \ FG 153.52 Q O2 INSTALL PERPENDICULAR RAMP, OPTION G, PER ODOT STD. C w z DWG. RD757, SHEET D5. I- J Lii O0 INSTALL PARALLEL RAMP, OPTION H, PER ODOT STD. DWG. 0 Q > I i RD757, SHEET D5. 0 PLAN TC 153.43 FL 152.93 3 U (n N 650028.14 E 7622482.21 = A PT RECORD DRAWING on a4 IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF NEP r--1 g. THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION --- [� KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WAWS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR OR ANY ERRORSn/ INCORPORATEDCORPORATED INTO ITOMISSIONSA SRESULT..CH HAVE THOSE USING THIS RECORD L DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 27 OF 78 Y 0 O CC K o m U W U' K Z LE. =aw /` wOZa - HUNZIKER STREET �/ ZD 04 cz<wa Woos 0 3 6 N 650024.50 -� SCALE IN FEET m Y N 650024.42 E 7622556.86 U / ic E 7622549.55 FL 153.98 TC 154.70 (�] FL 153.90 CURB HEIGHT= 0" FL 154.20 V mo i g - - - / CURB HEIGHT= 0" N 650022.63 E 7622565.27 a N 650021.97 8 6' E 7622541.49 2.5% FL 154.13 CURB HEIGHT= 6" z o 8.3% m J v�i / FL 153.67 © O 8.5 W En 0�000� �t Z .<� N 650021.61 O O O _ • s R=35.00' E 7622540.56 i O O O a o / 4 = 029'31'56" L = 49.52' FL 154.10 CURB HEIGHT= 6" 0 0 0 • a�1 zo = z o a / C = 17.85' 4°I° 7! 5.3% o ofo / T= 9.23' gA o+.-4 7.5 __ z o z BRG IN = N53' 53' 42"E it / o° BRG OUT = N83' 25' 38"E �'g2- �� CC CENTER POINT Li N 649989.65 �°�° i o E 7622553.56 1P \ %° N /� S'� // 5 Ng' 6.0� = CL C �' 5CL / �� N 650017.93 / 41'y \ E 7622532.93 ! °' s / Q CURB HEIGHT CC FL 153.320" /" ::\ o° 6 W _L \N62.:LEVEL TURNING SPACE. CC CI / / s°' 2% MAX SLOPE, ANY E 7622561.68 1- Q • /4.• ��s 0o q DIRECTION FG 154.85 CURVE DATA C„ Q S 5'a6 �% / Lil 0 .i , O o 7%6 9 N 650013.40 CURVE CURB RETURNS J k/ O E 7622550.82 TYPE POINT LOCATION CENTERLINE STA OFFSET Q O • FG 154.34 N 650013.50 O O i / " °1° E 7622555.82 PC STA 10+79.64 51.07' LT N 650012.96 y °6/ LEVEL TURNING SPACE. FG 154.42 CURVE RAD = 35.00' 0 E 7622527.45 •O • f� 6' 2% MAX SLOPE, ANY LEN = 48.00' MID STA 10+91.78 30.91' LT w FL 153.24 O ��� DIRECTION N 650012.66 G 0= 78'34'23" © .�-. ~ o CURB HEIGHT= 0" I / E 7622547.27 A PT STA 11+13.94 23.00' LT L"m c \ FG 154.10 © Cl)�N3- / .-�`;RI CD - w G 499 `r`'�% ABBREVIATION LEGEND =;0, o CC FL 153.05 /iyi / \ .- I- N 650007.67 I 4. 7Sg PC = POINT OF CURVATURE W E 7622523.55 A.:, so / PT = POINT OF TANGENT o o MID = MID POINT OF CURVE a J LEVEL TURNING POC = POINT OF COMPOUND CURVE Q SPACE. 2% MAX N 650010.76 PRC = POINT OF REVERSE CURVE a�// E 7622542.65 TC =TOP OF CURB FG 154.02 FL = FLOW LINE /^r^ SLOPE, ANY DIRECTION /I PH = FRONT OF WALK /� / BW = BACK OF WALK I- I I N 650005.37 U 1 a N E 7622535.96 POT = POINT ON TANGENT LLJ en N 650006.36 / 5 ' ` `"^�I i FG 153.71 / O E 7622522.76 CC FL 153.00 1.Sq \ 6.p I N 650008.80 1 CL - CURB HEIGHT= 6" / H / E 7622539.60 RAMP CONSTRUCTION NOTES: n L� c„ N 650003.45 FG 153.78 E 7622527.44 / Q fY i- FG 153.58 , / / C) I- LZ I Oj INSTALL COMBINATION RAMPS, OPTION I PER ODOT STD. DWG. g / RD757, SHEET D5. J L_ J LLJ O O N 650000.37 0 E 7622532.58 N FG 153.67 / / CL • • A° /:73, REE CITY CORD DRAPPROVED AWINGPLANS U. I / IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN ACCORDANCE WITH TH AND SPECIFICATIONS. illil / / THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OFNEP r--1 INFORMATION '.11 / / KNOWN TO WALLIS ENG NEER NGg. THE ACTUAL CONSTUCTION TOTTHIS RECORDHE EXTENTFDRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. PLAN WAWS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR 'a FR ANY ERROS ORAVE BE INCORPORATEDRINTO ITOAMSSIAIOR SULTS WH.CHTHOSEMAYFU NG THIS RECORD C 2 8 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 28 OF 78 3 ® 13+77.53, 26.31 LT SDDI Y STA 13 177.13, 25.75' LT it oo RIM 150.5G 150.97 0 m 8" IE IN (S) 147.50 147.57 (tei , Lu Z \ 8" IE IN (N) 147.50 147.57 10" IE OUT (W) 117.30 147.32--- - o z Li �� �� /�' FIELD TRUST a d 1 A NO SITE ADDRESS ❑ 13+77.62, 21.73 LTCG-2 w o z o- i&LF 10" PVC C900 \ IE 149.0 7 STA 13177.13, 23.00' LT 0 20 40 zocyro 39 @ S ={{ 1 30 RIM 151.GG 151.28 �- Ld 55...... o zaCCro \ _ '\ i- 1 ,� iv -28 LF 10" PVC D3034 SD 10" IE IN (E) 147.22 147.23 SCALE IN FEET w o o 1 i�' © 1 - ® S = 2.0% 14.8% 12004 - --10" IE OUT(W) 147.02 146.98- - - - - 12005 w F- ► ••�� y - SDMH��1 SUMP = 115.52 145.58 SDMII 3 o _., ♦ - - - I I - ------ dHo �I . ii � a 1 gr�"t ap - , �R _31EXISTING CATCH BASIN !r �:.� �uw� „ ... .`.;, CZ.REPLACED WITH NEW CG 2 \ � e _fit ';=�i O y , / 1`i I SD 11 LF 10" PVC D3034 SD pp N __ 41 ?e lit SDM © SD _ _ _ 0S =3 B9r 10.8% ,:;, _ - STORM SEWER NOTES s!a s� • p _ 12(\ I -72 N 17`Wr ]C - 1 INSTALL NEW 48" DIA. CONCRETE MANHOLE PER CWS STANDARD --alp o © o -_--- ----' --0- 455- o o .,�I _ o = - -I - r--- - _ _ - _ - -33 - Q U DRAWING NO. 010, SEE SHEET D12. o O N - 34 LF 10" PVC D3034 SD - - z i / 0 ^ GI 0 \ SW WAIL ST © = � L j �2 INSTALL NEW 72" DIA. MANHOLE PER CWS STANDARD DRAWING z N c c __-- c c LEI NO. 160, SEE SHEET D12. =r 8"CL 52 DI WATER MAIN 37 LF 10" PVC D3034 SD = ° _,,- _,,=„ f -® $ =-5 6% 7•0% W (/) �3 CONNECT TO EXISTING PIPE WITH APPROVED COUPLING. Z _ I I, \ 1 _ Z �c. c. _' O \ i°0= I- I �d i i J W ®INSTALL OVERFLOW/INLET STRUCTURE PER CWS LIDA HANDBOOK Z i=0 oHP` 1`►� 3,W-� � , p ---- oHP DRAWING NO. 407, SEE SHEET D11. o 5 a -- _ HP _ _ - - - - v o I ~ rL STALL WATERTIGHT PIPE CAP(n �IN omil1SDDI 12+12.26, 25.2 d 13+77.34, 21.81 RT CG-2 6W STA 121 12.06, 25.75' RT STA 13+77.13, 23.00' RT ®- ADArTER. oior T^ cV'cn^'^ '•"R 1"Tu cA�lnrn „^�un r O --T Y © I / RIM 151.9G 152.18 RIM 151.66 151.27 W CD �I (N) I �7 INSTALL NEW CURB AND GUTTER INLET PER CWS STANDARD J -I- I b Q. , N 8" IE IN117.79 147.88 10" IE IN (W) 117.30 146.87 Z ��I _ 10" IE OUT(E) 117.59 147.58 DRAWING NO. 300, SEE SHEET D13. L_ '71- D 0 r -_- - ----10" IE OUT (E) 146.69 146.87 O b = I SUMP = 115.10 145.97 W b a s \ I ' a I ® 13+77.45, 26.16 RT SDDI I- T ` \ (l) CHARTER MECHANICAL STA 13177.13. 25.50' RT �j o RIM 150.66 150.88 I i - _,i 7924 SW HUNZIKER ST 8" IE IN (N) 147.79 WATER NOTES n II i Ile I INSTALL:1 0 10" IE OUT (E) 147./J 147.08 1 12"X 6" MJ X FL TEE CD PLAN 1 - 6" FLXMJGV W p 1 - FIRE HYDRANT ASSEMBLY PER CITY OF TIGARD + STANDARD DRAWING NO. 542, SEE SHEET D16 O ©INSTALL:1 = 1 12" HOT TAP W/ GV I- Q 1- 180 I I 1 80 O' '"INSTAL 8" MJ X FL TEE 1 -' 8" FLXMJGV $Ir OINSTALL 1 = , o 1 -, 8" MJ 45' BEND Imo!. o _1J in OINSTALL 1 � 3 a _. J N 1 = 8" MJGV ��=N$o n N INSTALL I mm-» o nN' q .i O1 ,- STRADDLE BLOCK PER CITY OF TIGARD CD Z 170 .41 n , 1 70 STANDARD DRAWING NO. 561, SEE SHEET D16. CZ= w co 1 Hi coo M Of csi i' Op,p 6O N L Ui^ i N N N a a, a 1- 2 4 M 4 + O.CO _ ^4ap 4 -. 0� O w n O Q N •Ill p Q O s •N N M ��3 . n o Mwz I-. M - Z N �..... N 'M N��� o o3 3 3 b 2 co -EXISTING GRADE 0 JL ??o W 160 F �??? a CENTERLINE = It w w w 1 60 wwwww �zz m< o N o a N o o co 3' MIN II w w w PROPOSED FINISH GRADE y o o 39 r fn ,2 N 0 0 n o - ® CENTERLINE W -48-LF 10" SVC 490% o COVER N m o^^ O W W 5.8% I I I _ _ _ -- --- L- - Q I I- 150 ` PROPOSED 1�2" CL 52 DI WATER MAIN 150 O Q RECORD DRAWING o IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN E. EXISTING 12" O 6 - ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. _ W WATER MAIN THESE DRAWINGS AREA TRUE AND ACCURATE REPRESENTATION OF U V) _ 129}�8 LF 12" PVC D3034 SD ® S = 0.18% 0.36% i66�6�LF 12" PVC D3034 SD ® S = i84`0.21% 0 THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN . A PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. s WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND ii COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO Q V RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR 1 40 1 40 FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN DEP C7 ---' INCORPORATED IT AS ATHIS RECOR 10+00 11+00 12+00 13+00 14+00 DOCUMENT AREINTO ADVISED TO OBTAINTINDEPENDENTTHOSEING VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. _ PROFILE DRAWING NO: V SCALE: 1" = 20' HORIZ 1" = 5' VERT SEE SHEET C20 FOR C 2 9 STREET IMPROVEMENTS 29 OF 78 DO_ SDDI 111. 6, 24, 75'26. RT ® /� imoI --�� STA 16111.06, 25.75' RT o ,_ RIM 156.29 156.46 _ a s , _____�,\ FIELD TRUST _--_ 8" IE IN (S) 152.71 152.36 w0Za NO SITE ADDRESS__ w o \\ O 10" IE OUT (W) 152.51 152.16 020 40 CI 5 w __ wooer --_-, SD SCALE IN FEET _- © _15 LF 10" PVC D3034 ---__ E? S 1.88% Q © - -- CD Y ai '"\\�N. » r U 12006 Ilk �\� + STORM SEWER NOTES o � O7 ---�---____-------------------------------- c--------------------------------- - _ ��-_ � ------- _ -__----- S0. ---- -— � `. co � �j INSTALL NEW 48" DIA. CONCRETE MANHOLE PER CWS STANDARD N --- == 12 DRAWING NO. 010, SEE SHEET D12. € < C.) r-��--- rs'yv- Tl'W• ------_- _ --_---- 0 .. .•------ --- --- ��a----- - rt�v- ------ �Wc Q U $ i . _ - - - —___- - - t- o I- 4 INSTALL OVERFLOW/INLET STRUCTURE PER CWS LIDA HANDBOOK U) W W WALL ST 6 53 LF 10" PVC C900 SD 0 0' �� N I j DRAWING NO. 407, SEE SHEET D11. N W G - C G G ----- �o W --_ W CO WATER NOTES z 0a0 cn — z W - - L z ram& J W .0 INSTALL;1 i i?$ _ = N 1 12"X 6" MJ X FL TEE 0 a - - - - -- - - - - - 1 � 6" FLXMJGV oWo �HG di to - oHF 0 oHN 1 FIRE HYDRANT ASSEMBLY PER CRY OF TIGARD o z �� Q STANDARD DRAWING NO.E542, SEE SHEET D16 Z ® 15+74.68, 25.78 RT SDDI - I -.I---- .0 INSTALL;1 O STA 15171.40, 25.75' RT 1 - 12"X 8" MJ X FL TEE W 0 RIM 155.25 155.47�\ I 1 1 - 8" FL X MJ GV J + a 8" IE IN (SW), 152.38 152.47 \ T _ --1 L i_ CO ®�c, - ii-- INSTALL:1 0 10" IE OUT (S) 152.18 152.07- - -x , x k �I 7 Q `� O1 -, 8" MJ CAP WITH 2"TAP, AND BLOWOFF 1 ASSEMBLY PER CITY OF TIGARD STANDARD DRAWING NO. 570, SEE SHEET D16. SUNBELT TURRET STEEL CHARTER MECHANICAL .0 INSTALL 1 7930 SW HUNZIKER ST 7940 SW HUNZIKER ST - I \\\\ 1 - 2"WATER SERVICE PER CITY OF TIGARD I- Q STANDARD DRAWING NO. 521, SEE SHEET D15. z F- PLAN ©1INSTALL; '" 12" N1 CD MJ BFV 0_ O OINSTALL 1 1 " 1" COMBINATION AIR AND VACUUM VALVE. SEE TUALATIN VALLEY WATER DISTRICT STANDARD DETAIL W 601, SHEET D17. I- Q _ 1- 1 80 180 o1INSTALL: '" -1 N11/2"WATER SERVICE. SEE CITY OF TIGARD STANDARD DRAWING NO. 521, SHEET D15. Co OINSTALL:1 =1 o 1 - 1-1/2" IRRIGATION DOUBLE CHECK Imo!. o , ASSEMBLY. SEE CITY OF TIGARD STANDARD o/" 3.. O °p DRAWING NO. 531, SHEET D15. wit a'��o mod,=>, o z n COU 170 ��M 170 r � La rn yin,- o ce ig in O� N O [per L....,N 0 oz,n" _3' MIN EXISTING GRADE 0 i Z Z o COVER I- U CENTERLINE T II w w w W 1 60 PROPOSED FINISH GRADE ma m" 160 ® CENTERLINE o r_o o CC_ x _ I- 0_ . ,,, LL, , _ _ _ (r)i_c L — C_7 ( W 1 , ,_,_ 230 LF 12" PVC D3034 SD ® S = 0.35� 0.36% W __I150 150 RECORD DRAWING > oIMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN W ACCORDANCE WITH THE CTIY APPROVED PLANS AND SPECIFICATIONS. PROPOSED 12" CL 52 DI WATER MAIN J THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF C.) (lam) THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION KNOWN TO WALUS ENGINEERING. THIS RECORD DRAWING HAS BEEN O PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. - WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND 11 COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO Q 3 RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR 1 40 1 40 FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN DEP C7 INCORPORATED IT AS ATHIS RECOR 14+00 15+00 16+00 17+00 18+00 DOCUMENT AREINTO ADVISED TO OBTAINTINDEPENDENTTHOSEING VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. _ PROFILE DRAWING NO: A SCALE: 1" = 20' HORIZ 1" = 5 VERT SEE SHEET C21 FOR C 3 O STREET IMPROVEMENTS 30 of 78 SDDI 19+14.94, 22.58 LT ® STA 10111.38, 22.02' LT a RIM 158.4C 158.78 0 ce 8" IE IN (N) 155.20 155.18 (i4 w z / ------ 8" IE IN (S) 1,5.20 155.18 I 8z 10" IE OUT (NW) 155.00 154.88 o z 4 IE 152.55 CG-2 19+14.88, 18.02 LT E ` =a a 24 STA 10111.31, 10.28' LT 7 FIELD TRUST --IE 153.12 z o 8 M / 23-LF 10" PVC D3034 SD RIM 150.92 159.03 NO SITE ADDRESS 31 0 20 40 c3 5 w V__------____ ® S = 3.8% 10" IE IN (E) 15.1.20 158.78 20 wooer > 10" IE OUT W �546�154.93 O -- I +Y-LF 6" PVC D3034 SS SCALE IN FEET SUMP 152.50 152.93 © - GI)-SSM,H� ® S =3B9e 1.8% a 11 LF 10" PVC D3034 SD t ® S =$@36 12.0% ID - p + \ CO O SDMH� SDMH2�r SS ' N N STORM SEWER NOTES c. t2033 _ D S0 so 5E --�� SD ---------- s�--------------- - -L-- �1 INSTALL NEW 48" IA CONCRETE MANHOLE PER CWS STANDARD ------- - --------------------- ----- - Q - i9 ��, '--- - �12 1YF - a2 a - 1�� Q O DRAWING NO. 010, SEE SHEET D12.N W - - - - �W YY/YL� LLJ ®INSTALL OVERFLOW/INLET STRUCTURE PER CWS LIDA HANDBOOK H w Z = ® S F 10" PVC fi 034 SD ''' -'160' 0 Z = DRAWING NO. 407, SEE SHEET D11. -N?J LLJ (n - --- G -_c_ - 0 w (n E INSTALL WATERTIGHT PIPE CAP. Z _,a o - =o Z L I ` =---- _ - _- `_ -- -___----__- J Lw �7 INSTALL NEW CURB AND GUTTER INLET PER CWS STANDARD zz x z 8 = N ��-- _------ DRAWING NO. 300, SEE SHEET D13. -o< O b _ _' _ --- - - BASIN PER CWS STANDARD------- -'' - <_ _ _ --- �7�_ -_ -- _;-----_s""`--Z__ 14 INSTALL NEW CG-30 CURB INLET CATCHd ooz Q )HP OHP OHP ---- -� OHP - o C6HP /� y OHP _`r CHP ___ Q DRAWING NO. 330, SEE SHEET D13. z a .- a x CG-30 18+26.22, 20.10 RT 1 / / - i ---- - O STA 18121.51, 21.42' RT 14 x x x x x �- x + / ' / /i 6 _ - LLJ O O RIM 1,9.69 159.74 0_ O o - o �� / // I a 'r / x - , - SANITARY SEWER NOTES J ± 10" IE OUT(SE) 153.8C 153.94 ----__ ,--' 4 I / 6' 7 ;I // + Li N SUMP 1l1.36 152.74 I N� / / / /;4'/ 30 INSTALL NEW 48" DIA. CONCRETE MANHOLE PER CWS STANDARD O N __-_- -_---_ 1 . // ; / / DRAWING NO. 010, SEE SHEET D12. _- \ yv� 9 I \ /+/ 0 INSTALL WATERTIGHT MECHANICAL PIPE PLUG, ENSURING THE V ///- + PLUG IS ADEQUATELY BRACED AGAINST AIR TEST PRESSURES. CITY OF TIGARD I I /� �`tJ I\, / / `/ POTS° DOG PARK i I/ \'' \I : C ,-e` O 7960 SW HUNZIKER ST PLAN , `\ \ INN /+ Y - ' l WATER NOTESci_ o OINSTALL:1 1 12"X 8" MJ X FL 00 1 = 8" FL X MJ GV ___1 O1N" 8" MJ CAP WITH 2"TAP,AND BLOWOFF = Q 180 180 ASSEMBLY PER COY OF TIGARD STANDARD DRAWING (/) NO. 570, SEE SHEET D16. J J OINSTALL•1 CO w o n 1 •= 2"WATER SERVICE PER COY OF TIGARD =am r O n N t STANDARD DRAWING NO. 521, SEE SHEET D15. Imo!. o N ,r +� N v+�a�o + t0.q.-O 4ill LO N N.- =3$u N + 7. nc 7 o n m 7 _u » Z 17O VOUM6 NN�o• � V� 170 W M •v"i:2 o rn o�i -EXISTING GRADE® a - o n ^^ CENTERLINE N -2^w N 1i' a M M W W N f1 H N . N.---v O Z• vv Z8 z z z o N J z z p -PROPOSED FINISH GRADE m Q 11-L...1lwwww _3' MIN = nwww 0 CENTERLINE tii E7o So N N o^o COVER o,-- o 03 PROPOSED 12" CL 52 DI WATER MAIN \ U -, \160 - \ Th160 L� 3 LLJ aIl QCL ~ 0 p I I � c~nw L.4 - - _I LI LLJ 1 50 _ 72 LF 18" PVC F679 SD ® S = 0.35%- - LL_ __I > } _ _ 150 RECORD DRAWING o L 230 LF 12" PVC D3034 119 IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN 128 LF 8" PVC D3034 SS_ ACCORDANCE WITH THE COY APPROVED PLANS AND SPECIFICATIONS. CL - SD ® S = 0.35% 0.36% 0 S = 4.12% 4.49% THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF O (.) THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION 418 LF 18" PVC F679 - KNOWN TO WALUS ENGINEERING. THIS RECORD DRAWING HAS BEEN : O SD ® S = 0.40% 0.39% PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. • s WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND III r COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO Q V RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR 1 40 1 40 FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN DEP C7 18+00 19+00 20+00 21 +00 INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD - 22+00 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. _ PROFILE DRAWING NO: V SCALE: 1" = 20' HORIZ 1" = 5' VERT SEE SHEET C22 FOR C 31 STREET IMPROVEMENTS 31 OF 78 DO W U' , - ___, .K O m 7 ___. ....._ . (tei , CCZ i __----- / i 0ZLi -460 '�-_ FIELD TRUST // wOpo- / IE 150.82 ® _---__/ NO SITE ADDRESS // ®IE 148.82 20 40 c 5 w / © IE 150.66 © // % wooer -/ _ - -- - =,----_-_-----� SCALE IN FEET 17 LF 6" PVC D3034 SS _ELF 10" PVC D3034 SD— — _' a — — — — 9 S = 12.9% — — LF 6 PVC D3034 SS c O -SSMH-2- — — ® S =3 6%4.25% S = 1.® 8% �J -S e SS SS SS 9% N �s - STORM SEWER NOTES ) - - 'fl-�® -sue--- -----o-- --°-- - ---�_ - -- -- -so-- -7SD- -- ====--5° _-- SD--- --SD-- - --=-- U O > -_ -_ 9Q _ _ - a - --- _ --- ____ 1 INSTALL NEW 48" DIA CONCRETE MANHOLE PER CWS STANDARD $ W -0 — — — — — -,' —- - - _ �___ _ - 1Z-1— 7�o- - -w-- — _— - 121 t� �: DRAWING Na 010, SEE SHEET D12. Z J Ln 12056 SW WALL 8T w Z W 0 0 SDMH- - Z �5 INSTALL WATERTIGHT PIPE CAP. 0 AMIERA■ - -J� = W _ ! — - =�`' - ,-- — J w SANITARY SEWER NOTES W - �_� —�� —� — — _ r_ x x -�--- - - — _ (n o x-0 = N A\ I _ 55- ___ _-__-_\ x _ -` v 30 INSTALL NEW 48" DIA. CONCRETE MANHOLE PER CWS STANDARD ?o a �'- AV •n. (/ -___ (� j am` 1 DRAWING N0. 010, SEE SHEET D12. o o.- 1— Q I © !LEI— /'— �—— — — —0 — —UH- — — — — � P— = HP-- -�^�� II 31 INSTALL WATERTIGHT MECHANICAL PIPE PLUG, ENSURING THE Z - °�� / 1 j PLUG IS ADEQUATELY BRACED AGAINST AIR TEST PRESSURES. O 7 _ --/ / I �� 32 REMOVE EXISTING CLEANOUT AND CONNECT TO EXISTING WI 0 J ± �M �^`iC�JI/// / / TERRA FIRMA ��� ® \\ SANITARY LINE WITH AN APPROVED COUPLING. LI- O e. / 7910 SW HUNZIKER ST O N �;we I7 GROW CONSTRUCTION ' \, - 0_ Q / ,' 7902 SW HUNZIKER ST WATER NOTES 1- o i ---�- -__ TERRA FIRMA / GROW CONSTRUCTION AGILYX INSTALL:1 7920 SW HUNZIKER ST 7900 SW HUNZIKER ST ._- ---7904 SW HUNZIKER ST O i 7 -/ 1 o- 1 12" X 6" MJ X FL TEE O \� - x1l� d // 1 � 6" FLXMJGV Z I- 1 FIRE HYDRANT ASSEMBLY PER CITY OF TIGARD PLAN STANDARD DRAWING NO. 542, SEE SHEET D16 00 © INSTALL:1 ± 1 8" MJ 11.25 BEND CAI OINSTALL:1 =_ N 1 12" X 8" MJ X FL TEE I— < Q p 1 - 8" FLXMJGV = I- 1 UO 1 UO Q1 INSTALL:1 MJ CAP WITH 2"TAP, AND BLOWOFF ASSEMBLY PER CITY OF TIGARD STANDARD DRAWING =, NO. 570, SEE SHEET D16. =sm a o _ L"S 0 \ M OINSTALL:1 //�G3e 0 1 2"WATER SERVICE PER CITY OF TIGARD WO Q.V 3 o "' STANDARD DRAWING NO. 521, SEE SHEET D15. ��='3 aR ^cs. ul ©INSTALL:1 Z 170 N N N + ", N• 170 1 12" MJ BFV _ o co N N Iry 1- 17 c0,O /�\ OW ®INSTALL:1 s ^ o 0 1 TEMPORARY 2" STANDARD BLOWOFF ASSEMBLY ' a n P Mo No PER CITY OF TIGARD STANDARD DRAWING NO. 570, -EXISTING GRADE 0 ul ---a "'• SEE SHEET D16. CENTERLINE N i Z o -M Z N N P INSTALL:1 PROPOSED FINISH ® O O 'I O1 12" X 8" MJ TEE =‘14 n CENTERLINE -z z O www w w w v�i��. x II--- W 160 ""'In m¢re 00 0°D PROPOSED 12"CL 52 DI WATER MAIN 1 60 3' MIN O CC 9 COVER _� W W i/ n _ O W / Cr)CL _ Q I- - -- O El Cn W I.,_ _I W 150 c 150 RECORD DRAWING C o _ - IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN - 0 - ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. W 356 THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF O (lam) 119 34.LF 8" PVC D3034 THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION +A-U- 8" PVC D3034 305 LF 18" PVC F679_ SS 0 S = 0.40% KNOWN TO WALUS ENGINEERING. THIS RECORD DRAWING HAS BEEN : O SS 0 S = 9.12%4.49% SD 0 S = 0.35% 0.42% PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. s 355 345-LF 8" PVC D3034- -418 LF 18" PVC D3034 WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND ii SS 0 S = 0.40% SD 0 S =$48%-0.39% COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO Q 3 RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR 1 40 - 1 40 FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN U 22+00 23+00 24+00 25+00 INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORDEr" 26+00 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. _ PROFILE DRAWING NO: 3 SCALE: 1" = 20' HORIZ 1" = 5' VERT SEE SHEET C23 FOR C 3 2 STREET IMPROVEMENTS 32 of 78 Y DO - 0 m O OC Z O 20.1 \\ \\ �\ \ \ \ iiv "zw 6k SSMH \ \\ �=dw ^ AN,,,, 23 \����%v. �V wOp� S�r 'l,� „ilk LF 10" PVC D3034 SD \ \ \ \ 20 40 c 5 w v cC \� 9„7 SDDI 26+37.65, 20.25' LT \ T s- woo J � ` �,. 8\lpigvN\\ ,\\\ \STA 26137.15, 10.75' LT ® \\ %�`JSCALE IN FEET`\�C Cj� s`As\ RIM 152.07 152.81 \ ! v� - a�^`G �` ` \ \\ '8" IE IN (S) 110.21 146.51 \ \ /\\\• \ \\\ \N8""IE IN (N) 149.21 148.51 \\ \\ NOFSITE ADDRESS\\ i/-DI 28+50.24, 32.59IELD TRUST ' LT _ \ \�\ 10 IE OUT(W)+49 94 148.31 \ STA 28152.12, 31.50' LT 15 ��_ - O V �`, -4 A yAvv :_> �i RIM 157.50 157.43 -- -- �1 0 \ CG-2 26+37.48. 15.81' LT \ i v i -----------�- O m U \ _ �7 i�i 10" IE OUT (SE) 156.00 155.12 N -F \ I \ \\ >\ -t ' \\0 STA 26137.17, 17.02' LT \ \ CG-2 27+71.87, 15.96' LT SUMP 154.50 154.43 N 03 N s \ \ I ''` \`.5 \\RIM 153No d- .00 152.70 \\ \\ STA 27171.83, 17.00' LT - - -% o STORM SEWER NOTES o i Z I o\ \ \ E N \ r \10" IE IN (E)-1483-148.10 \ \ RIM 156.33 155.85 %, 45 LF 10" PVC D3034 SD 8 0 I 1 \\ \ 10" IE OUT (W) 148.00 \\ 10" IE OUT (SW) 152.80 152.85 ® S = 5.6% Q U El INSTALL NEW 48" DIA. CONCRETE MANHOLE PER CWS STANDARD I \:\\I \ 1 \ SUMP-64(r5 147.00 SUMP 150.80 152.15 IE 153.46 . 90' BEND 5 DRAWING NO. 010, SEE SHEET D12.QI V AV s�v� v �� ,i iii N C� I- z 'iI \ \\ \ .N \ \ \\ �`\\\\ \\ /X, �j W ®INSTALL OVERFLOW/INLET STRUCTURE PER CWS LIDA HANDBOOK ° oZ I ��` ��� 1 - 29 LF 10" PVC D3034 SD - - ��� - - �- Z w DRAWING NO. 407, SEE SHEET D11. _ �° I \ I A S - �� v ® S =9-B%1.2% 7 / 23 LF 10" PVC D3034 SD Z _8 Z I 0 SDMH$- =r�-- � �, A � A �' ® S = 2.0%3.2% Wci) ❑5 INSTALL WATERTIGHT PIPE CAP. 0 �0 o CD I \ l At-, 1 - I W �7 INSTALL NEW CURB AND GUTTER INLET PER CWS STANDARD i <z I SSMH �,,, "�� I DRAWING NO. 300, SEE SHEET D13. o 5 a 0 xll I ill AL \`bV • 12072® SS y SS SS/ *SS � SS SS 1 12 INSTALL CL50 RIP RAP OUTFALL PROTECTION. o i o Li i SDMH-9- A �v %� vv �'`ti A L ST Q i oz �� SD 1�- _ • - -SD SD SD in I -� i� �� t '� w= �r w SEE SHEET DITCH INLET PER CWS STANDARD DRAWING NO. 390 AND 400, ' � \ L. c � 15 INSTALL NEW 1.r-) -� ate •• -IE 151.80_ -bra 00 O --r A W O I- r A I • - 12073 SD"'120 s❑1 SANITARY SEWER NOTES o ro W SEE SHEET C35 FOR STORM \ ( SDMH }& 27+71.37, 13.25' RT \ W OUTFALL CONTINUATIONANni, .G0 152.50 T C - STA 27+71.50, 13.94' RT ,� _ 30 INSTALL NEW 48" DIA. CONCRETE MANHOLE PER CWS STANDARD CC _ - _ _ _ I- -" \ -i K SDDI 26+81.22, 54.54' RT u 74 LF 10" PVC D3034 SD \\ -10" IE IN (NE)'152 __- r_ DRAWING N0. 010, SEE SHEET D12. .0 X- - ---- / STA 26191.61, 11.31' RT ® S =&$+9a 0.82% "_ - - -- L- � o- _ _ SD / RIM 151.50 152.81 \ 10" IE OUT (NW) 152.40 W 5 \ \ W l/// 5 19 LF 10" PVC D3034 SD I 21 Ce7 8" IE IN (N) 119.13 148.51 TRIMET WATER NOTES z o_ N (1( ® S = 1.0%0.47% 8" IE IN (E) 149.13 148.51 \ 10" IE OUT (N) 118.03 148.31 PI ^N O'NSTAL 1X 6" MJ X FL TEE CD O L/1 1 = 6" FL X MJ GV ± 1 .• FIRE HYDRANT ASSEMBLY PER CITY OF TIGARD I- O STANDARD DRAWING NO. 542, SEE SHEET D16 = N ©INSTALL:1 I- Q 180 1 = 12" MJBFV = I- cn 1 INSTALL:3 J 1 12" MJ 22.5' BEND CO _ w o i ■ r N W3ap --y J 01 cc.I- ��=38e . O -) `V .^ -dewLe>m O O N M O -- Z O Oco Q OOO^ U . 170 " � �� 170 �� w "' a + Z i> a f0 + <D<p n a O W W N rn N " .- CO a a CN c cr,1,1 6 - ���1- -EXISTING GRADE ,^� ^n 1 .-z i o CENTERLINE Non emu `��m pww w ri )0 o .i.i co�i `� -PROPOSED FINISH _ --. o 2 N o _3' MIN CENTERLINE co w w,�N m 'n w w�3 0 �,-,v COVER ~ O Z O vv O )o N Z(, N U ' _- A., PROPOSED 12" CL 52 DI WATER MAIN W 160 �h =o 4, Z=o d� .-zZzo 4 --=o - - 160 = II w w = p w w w = II w w w w = w w 0 r CC -u,ce- _ w N��° aH ODO 00 0¢1N"W000 N(/)(L' p ip _ CL w 1' MIN -‹ CC z D � 1 I= � w 150 �I�1=1- - ,63% 150 RECORD DRAWING w J o �' ,�' 206 IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN CC O '� 248�49-LF 12" PVC D3034 SD ® S 205-LF 12" PVC D3034 ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. IZ _ SD ® S = 2.OG% THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF U (./) } 49 - 2.10% THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION 356-,/`'. [3 LF 8" PVC D3034 L LF 18" FNC F679 KNOWN TO WALUS ENGINEERING. THIS RECORD DRAWING HAS BEEN A SS ® S = 0.40% SD ® S = 04©% 99 PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. 0.32% _+AI}LF 8" PVC C900 WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND �� -305 LF 18" PVC F679 SS ® S = 4&� COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO 3 140 SD ® S = O. 0.50% 140 RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR 0.42% FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN mar U ,' INCORPORATED IT AS ATHIS RECOR 26+00 27+00 28+00 29+00 30+00 DOCUMENT AREINTO ADVISED TO OBTAINTINDEPENDENTTHOSEING VERIFICATION OP ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. _ PROFILE DRAWING NO: 3 SCALE: 1" = 20' HORIZ 1" = 5' VERT SEE SHEET C24 FOR C 3 3 STREET IMPROVEMENTS 33 of 78 Y DO -� 0 m FIELD TRUST I --- �__ z NO SITE ADDRESS �_ ��� oil o o 0 1� o¢d _ Z 1 --- ' W U w a \ - - —''i 0 20 40 zoon ' \ � z¢ccro CD \ SCALE IN FEET 4.100 ,\1 IE 112078 31 STORM SEWER NOTES o I SSMHsr 30 �1 INSTALL NEW 48" DIA. CONCRETE MANHOLE PER CWS STANDARD a I \ DRAWING NO. 010, SEE SHEET D12. CDI 24 I'' °• " \° °° " o j —I-7-LF 10" PVC D3034 SD — ° ° F 8" PVC D3034 SS°° ° e — ❑5 INSTALL WATERTIGHT PIPE CAP. r + 0 S = ° P® 5 =0.735 0.88% o m m U C.) -.1L - :. ° D I ° IE 154.93 elk ° ° e u ° " o 8 I� 8 P SANITARY SEWER NOTES QU ° • P _ � - �.—s — — — (/) SS .r IE 155.43� o • ° C z J 30 INSTALL NEW 48" DIA. CONCRETE MANHOLE PER CWS STANDARD LLJ w , © DRAWING NO. 010, SEE SHEET D12. N a w U Z = 1: I r ,Y2-W - - r ° - om 31 INSTALL WATERTIGHT MECHANICAL PIPE PLUG, ENSURING THE ^S�} w (n W ALL ST — —° — — -"NT, — — — - PLUG IS ADEQUATELY BRACED AGAINST AIR TEST PRESSURES. _ o LLJ ° c o° ce ° w azo W / `� 1207 grA19 LF 12" PVC D3034 SD " .° ° o = �„ ,i SDMHfi� G r ° 0 S = 0.79% ° o ° WATER NOTES _..< Q 0 - -_ _ _ ___- = __ ------- _ o O'NSTA12"iX 6" MJ X FL TEE 1 - 6" FL X MJ GV 1 - FIRE HYDRANT ASSEMBLY PER CITY OF 11GARD w STANDARD DRAWING NO. 542, SEE SHEET D16 ©INSTALL 1 O 1 12" MJ BFV w -- > > - - INSTALL:1 0_> > > > > > — O1 TEMPORARY 2"STANDARD BLOWOFF ASSEMBLY o PER CITY OF TIGARD STANDARD DRAWING NO. 570, 0,j 1— SEE SHEET D16. PLAN a_ o ifS w cn 1— 180 180 lam)J J 00 _ N +7NN +^8�co o w 3LHm 0 •Wr�U 00 in U =3$u 170 N ��S N .�v= 170 w c11 ZZ , �0 U ig PROPOSED 12"CL 52 DI WATER MAIN- = II w w w = II w w pi' a OHaN O N NQM -PROPOSED FINISH 0 N ='_' u o a0 A EXISTING GRADE CENTERLINE CENTERLINE _3' MIN COVERI I— U 160 _ _ 160 0 o w w CL I— w cn 394 93 LF 8" PVC D3034 ~- J 150 SS ® 5 = 1.31% 150 Ca > 206 p -205 LF 12" PVC D3034 0 SD0S = 2.0G% eL - 2.10% U o A RECORD DRAWING u d .. IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN A ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. 140 140 THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF 30+00 31 +00 32+00 32+50 THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. PROFILE WAWS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO C SCALE: 1" = 20' HORIZ RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR 1" = 5' VERT FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C 3 4 INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD SEE SHEET C25 FOR DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF STREET IMPROVEMENTS ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 34 OF 78 3 Y STORM SEWER NOTES 1. so' 1 �� RAILROAD x. 0. w 0 ROW i ° �� �� \ �'�/ �• it. �� �z �1 INSTALL NEW 48" DIA. CONCRETE MANHOLE PER CWS STANDARD I C ��5� ¢a DRAWING NO. 010, SEE SHEET D12. I 1 28' "I I �\� \ w Z a I EXISTING I ° I c �� l��q �';. , w oM 9 CONSTRUCT SLOPE END CULVERT OUTLET, SEE SLOPED OR I FENCE I �\ • �.: 20 40 Z 5 PROJECTING END DETAIL OF ODOT STANDARD DWG RD 317, I --� I \ \ `��� woo a SHEET D17. �� I \ \ \\ \�� SCALE IN FEET 10 CONSTRUCT CL 200 RIPRAP OUTFALL PROTECTION. RIPRAP PAD IAk y,,, I 1 \ \ - I a TO BE 12' LONG, 7.5' WIDE, AND 30"THICK OVER RIPRAP .� I \ \ o GEOTEXTILE PER CWS DESIGN AND CONSTRUCTION STANDARDS CONTRACTOR TO INSTALL OSHA COMPLIANT �' ZONE B I \ �_ TABLE 5-5. XLAP TRENCH SHIELD OR APPROVED EQUAL I Q Atilbr-- -_--,- N PROPOSED 18" DI 12�64 m SHORING FOR PIPE INSTALLATION PARALLEL I 13 INSTALL 12"X 18"ALUMINUM SIGN WITH THE FOLLOWING INFORMATION: CL51 STORM PIPE PMH \ \ \ L. SEE SHEET D17 FOR DETAILS. I El cU\n CITY OF TIGARD STORMWATER 3' BELOW GRADE (XXX) XXX-XXXX". MOUNT / ° I \ ,II 1 \\ \\ o 1- ON FENCE. I ° \ I \ I \� ° ° " SECTION A-A \\^r\ \- _ �—\FE,* Z N IE 4204 I \ \� o . ...r -oa -- --i aa- i \ — ---150,-_-__ x -- x- _ --- SD zoa - _� x x x x x x x " x --*- — — — x—-- .— -_gp—_p ip.-�dl'i�/ 12" SD lx �j� 44.00 \ \ / oi0o ___ S42 18' 39.17E g• SD 42+00 2' s��� 9 / 7 I �� Z o z 1. PROTECT EXISTING -LI —1,p_--- I I / / \ �� --I / \J l� \�\r- i/ -- % SDMHLLI SSMH IN PLACE= 10 _,---=_ - \�� \ dr_=- — —_ l\ - ='\`= J --L278E -- -SDMH 14 1 --- _--- 1/ .TOE OF BALLAST --_---- Li IIIIII IITh T1nIIIIJHIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111111111111111111111111111llllnlnnn111111 111111111111llnlnlnnnlnnln1111111111111111 111111111111111111111111111111lnlnnlnnnlnn1111111111111111111111111111111111111111111111111111111111 0_ I- 11111111111111111111 111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III 111111111111111111111111111111111111111 W RAIL MILEPOST 32 3800' TOP OF BALLAST RAILROAD Q111111. X ... HALL STRET CROSSIN 1500' D Z LLJ PLAN CCC RECORD DRAWING ,_ o IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN 1- ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. M THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF o I= THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION 1 70 KNOWN TO PREPARED BASED UPONN INFORMATION FURNISHED BY OTHEERING. THIS RECORD DRAWING ERS. a;o; 170 WAWS ENGINEERING IS RELYING UPON THE ACCURACY AND rn01 COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO SI rn co co •N RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR +c l L N .o a cod- I- O FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEENsi-$ ono ,- `^ n i„ c INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD �`__n"6 0.-^^ ' Ingm o DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF 0 N� ��,a.0 a �3_ ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. N N �� -- 1��`@ PROXIMATE CENTERLINE %I 3 a _"I 0 TRACK PROFILE N 14-w o I z n �.= 160 ";,wW MNwWww 160 �� w M N = N II__-- MP C Y -EXISTING GRADE® N m o m N ao o au a o h CENTERLINE OF PIPE O N 3 Z - I - ce o =?N II�I±1 -� U bi 150 � �� T — - -1- — — 150 z — -- /\ ---- - / 3' MIN (TYP) I- CL w 3CC - w LiJ uo 368 3G4 LF 18" DI CL51 SD ® S = 0.93%0.86% 1 IY H- Z *t�� _ 48 LF 18" F679 SD - U0 LI-I _ © S = 0.92% g 140 _.>>> - 1.047 140 o Q o 23 LF 18" DI CL51 SD CC 11 Ig C 3 ,•' Q 130 130 40+00 41+00 42+00 43+00 44+00 45+00 --- N PROFILE DRAWING NO: 3 SCALE: 1" = 20' HORIZ 1" = 5' VERT C35 35 of 78 L.,....! Y .O SW WALL ST0. i'ri r AW "Ni I �� 111111 w �M v\ �� 7� V___ _ ,,..________ ._.,.. ......... , ,„........... ......:\ V��_ ��, v wc�za I` \ — __ V J wook I \ ( k ,s z�,, �1 + v±t �' c r� SCALE IN FEET x , �� e S 4 ' ��_- F I\ \ r 411,e.,,,,.. 4,, e„,. I A0,,, , 4' ` + �., im `` V A �`,A \ � 5vV N++ N v ICI r Y I 1 �a A J v `, J w \ ' \ \` \ `gyp ,, o I \ \\x \\ • `� \�� \ \\\\\ \ ::?:;!::: \ F. a$ I D SD SD SD W ^N N I \\ / \\ 4 +++} + + ` \\\ - ----� - i- ------ - , _I1 ��o _ S40'37 30"E "J z ?a z 'CD + + + + +-a- ..i_�G e - _ -1/ \ a,, 833.63 w a io1 \ / _ RECORD DRAWING\\% ,`v . + + ++}+++ + + %'+ n -{_l_ ynk. \ IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED INiiavIu .., y•r ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. o w ' + + :DG" + _+ _+ 1 + + + + / i < -w 'x DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF d o z I \ \ _"'F 'I �� F F - F-- F- F THE ACTUALCONSTRUCTION TO THE EXTENT OF INFORMATION = ++ ,- -*++-* `. I SR - _ - F -/_ KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN \ �+ �i`I, + •.--- \ I PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. \ / \ I \ , - ( , / / WALUS ENGINEERING IS RELYING UPON THE ACCURACY AND \ ii \ I COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO \ c \ c \ RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR Z \ o I 'se r.__ - - --C-- --C-- C---C-- C---C - - - \ y c � G- FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN \ - / - - - INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD \ ^ I h I D I RIPRAP OUTLET PROTECTION. DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF W II _ _ _ } PERFORATED \ CL50 RIPRAP 1.5' THICK X 7' \ ITS ACCURACY BEFORE APPLYING R FOR ANY PURPOSE. _ DRAIN PIPE I 8" PERFORATED \ EXISTING RIGHT — Z 1 DRAIN PIPE WIDE X 8' LONG. INSTALL TO 1' \ W _ 2" SD \ OVER CROWN PIPING. \OF WAY n z so_ ---�� BEEHIVE INLET \\ Q \ \ \ /SEE SHEET C33 FOR DETAILS \ C,) -44-4-00 v v 1 ��� v TRIMET z f-T.1,-• �1' I SD \ \ a /1 / i , CC 1vv \ A ° \ \ \ N \ \ \ o \ -4 = w o ... s < CV LNm o \ wo�vmj o ,yvo lCO am» s Z 3" DEEP (3/4"-1/4") Zi CDo STORMWATER CLEAN CRUSHED i a PLANTING SOIL DRAIN ROCK ROW / I LLI 6' CHAIN LINK U Z. FENCE `-o!"-,•T� �ti.% �-�%-�+-,.% �ti.% ote .�v% -�=�`,.% \ 1' MIN \ • • Di.. • W W CC MIN EL 152.50 O O O 3'1 POND BOTTOM 151.00 15" DEEP (1 1/2" - (n �, T(C) 3/4") CLEAN CRUSHED , Q CC CC z 11,,,_„ „ RIM 151.50 /� 3�\ i DRAIN ROCK 41111111 .O CD W =n�inii=ii= -- i*/�f I- Gn=--=n=u - ='n=ii"'u=n=ii-'n / ♦ � � 7 ,,,,!K I A 12" STORMWATER] SLOPE SUBGRADE TO 8" 6" MIN 8" PERFORATED DRAIN C) PLANTING SOIL PERFORATED PIPE 8" PERFORATED DRAIN I PIPE. SET PIPE 2-1/2" W PIPE. SEE SECTION ABOVE SUBGRADE THIS SHEET C_) (/) SECTION A-A PERFORATED PIPE SECTION A® NTS NTS DRAWING NO: 3 SEE SHEET C33 FOR C 3 6 UTILITY IMPROVEMENTS 36 of 78 Y CO K o m U W U' K Z O!SI w I / / i41) �/' I I'I i i � 141) wa h I / / I I 1 II / 15"� ,, , coSQ�v® �� I I 'nf � woos —� I �/ II / I I LL 5 d o—� 20 40 Ji 0 20 40 La 0 20 40 I / I I �� I ✓I c I �� I SCALE IN FEET I I I I SCALE IN FEET I I SCALE IN FEET I 1 I I / 1 II II 1 WALL STREET STA 14+05 =I I WALL STREET STA 114+64 = m Y I I DRIVEWAY STA 0+00 0 J I I .II II I /1`4,/DRIVEWAY STA 0"0 1 0 WALL STREET STA 13+08 =I ; -AlDRIVEWAY STA 0+00 _ c o 1 I 0 I wry' '1 I J ICI I , I II I 1� tI 3 V I �I ® I _ / o )� I I I I Jv 3,00 I. I II / I I -1 / I / ��� I I I A II 1 It d z 1 \I I ./ I I I I I w <z0 I I II I 1 11II zo II v II I 1 1 I I II I iI1 ® Id o ooz I I z I /I of I I1. II I 11 III I i I111 — 7924 SW HUNZIKER STREET 7930(A) SW HUNZIKER STREET 7930(B) SW HUNZIKER STREET H LI_ 0 EL a LLJ Iz 0 C8 w o . �o r N .WO Ur'0 .- =;ae _N,e (5cc) z CICS W Z� a o ., _ a O , O ON O 00 16 o 160 160+� +" 160 160'� o 160 O^ O0 ~II -i II cn NII NwN N> � I 0� � 5� a aSL 5� w U aw 0_La a aw \ LLJ O -2.00% 1.5�� F2.00 % 1.5� ,2.00%-2.00%1.50% _ W EL 150 150 150 150 150 150 i Q1- z en U Cr) LLJ I- 145 145 145 145 145 145 o a > 3 0+00 0+60 0+00 0+63 0+00 0+63 cL PROFILE PROFILE PROFILE v A° s SCALE: 1" = 20' HORIZ SCALE: 1" = 20' HORIZ SCALE: 1" = 20' HORIZ RECORD DRAWING �� 124 1" = 5' VERT 1" = 5' VERT 1" = 5' VERT IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OFNEP r--I g. THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION KNOWN TO WALDS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. - WAWS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING N0: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD J DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 37 OF 78 Y 0 O 0 oi.K �� / / I :- 1-.-1 ) �z I I - 1I I I �� I v I wzhi �� II 1 � ' I 1 00 �� w�za sl II 1/ 1 w p� 1 II A56 �� ��0 0 �1 III II 1 I I // 20 40 I I 0 I 201 40 z a o a 1 / SCALE IN FEET I I SCALE IN FEET 17-00 I I I I / I 11 I I CALE IN FEET F WALL STREET STA 15+46 =I I // I I lI 1 1 c II 1 I DRIVEWAY STA 0+00 r I I I I I , I I i� I 11 A I I WALL STREET STA 21+53 = I �� K I WALL STREET STA 17+26 = / �1 I' DRIVEWAY STA 0+00 I 'm U �i- r 11 DRIVEWAY STA 0+00 / II ,fi ` I I I1141I y rn/ I I I III I of 1 coH I pI o/ II - - J- - t CO 1 I\ 1 `I al II 31 III \ I I 1 rp - - a I oI V IAV I I I I I c �/ I vI oll h \ 11 I ! Z If \ 1 Ir 51 /j 1�/ I111 / II I �I / Al II1I I \ II v_� i8 l / I / sil l // / I T 1 1I I r \ I I L -Jor1 = of 1 I / \b- I I I: 1 11I rr I I z Sao � � r0 mr� l II '1 II A w aioI I 11 �� I �\ o X.I m I b 11 c ?o1 / _ L I i I 1 1 I I. II Ui� z•2•oo I I V oz , 1 I z oz 7930(B) SW HUNZIKER STREET XXXX SW HUNZIKER STREET XXXX SW HUNZIKER STREET = Cl) u J J 0 i O_ >- LJ CL il co rr 121 1 n C8 w o 17� 170 170ui 170 Lo II o co V�LU U N> 00> F I �O5 ON --- ■ 1-oioS a orn awz 16 160 rn r IIcn _ M W S aw ia 1602.00% 160 160 -2.00% ��� 160 \ f ti 1— (_) I 150 150 BY OTHERS uJ BY OTHERS —D . 0 W 0 145 145 150 - 150 150 150 Q i i_ en 0+00 0+63 0+00 0+91 0+00 0+88 C w J L.1_ J > PROFILE PROFILE 3 PROFILE rcL SCALE: 1" = 20' HORIZ SCALE: 1" = 20' HORIZ r CL 1" = 5' VERT SCALE: 1" = 20' HORIZ C.)1" = 5' VERT 1" = 5'VERT A° ri RECORD DRAWING ii a, X IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF NEP --I THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION --- [� KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WAWS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY INCORPORATEDRS ORINTO ITOAMSISAIOR S SULT.CH MAY THOSEFAVE BE U USING THIS RECORD C 3 8 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 38 OF 78 Y 0 O CC K o m U W U' K Z Z O Z E. ¢a 0),44..... La UZ W 9 r 1 Al ZQ�W r WoOa 1 Yp / I W x-H x 0 20 40 I I \ 17 III X ----0 20 40 giNiumw I - SCALEIN FEET '?0' - D. SCALE IN FEETV al F \ II ti 1� m WALL STREET STA 22+42 uv i15 I L\\tit \ l i /-, 1 0 20 40 p� nI ' DRIVEWAY STA 0+00 1 - ' I 1 1� :'y SCALE IN FEET 1 IN r MI V � \ WALL STREET STA 22+82 = I I p '' V DRIVEWAY STA 0+00 A /I I ) I y / I \ I I 1 1 __ 1 I 1 _/�1 \ I I -II 1 I 0 of ^ � i i� \ I I II I ' N `< d / y• ���/ o / ce z / �/ 1 I F zo 9 I Z IHo I o/ �= EMI 22�®� 11 I I I x\ ,f zo z ' DRIVEWAY STA 0+00 V I k�� / �� - 111 I I �9 I� 1 l I / X\ \ ' I \ I, I II I 1 11 I1 1 1. I I4 /' T / x �1 i \� ay�� Cr) 7940 SW HUNZIKER STREET POTSO DOG PARK DRIVEWAY 7920, 7900, 7910, 7902, 7904 SW HUNZIKER STREET J U- 0 CL 0 a L LI > CC 0 PVI STA 0+53.83 PVI STA 0+29.50 PVI EL 157.27 PVI EL 158.68 o HIGH POINT STA 0+25.76 HIGH POINT STA 0+48.83 0 o HIGH POINT EL 157.21 17� HIGH POINT EL 158.93 170 170 170 +� K 0.92 Lo 1 =8 r CN 0 co LENGTH 10.00 0- LENGTH 10.00 0^,� i f P. c o. STA 0+48.83 + y 3 e o+o a ii STA 0+24.50 '�� o 'r'> EL 157.20 0� VtaF a EL 158.93 o J o o rn 5 STA 0+34.50 ¢ i'e N> STA 0+58.83 o w n T.",o 5' EL 158.12 0 o+�n �� 16� EL 156.79 �w 160 �'��>° Cij a wCO cn w o^ 2.00� t38° o 1.50% s b c° -.9.5/> iZill ce ~iI > a 160 --2.0� -1'50%-5.00s �W160 16r" ,w 160 7.93y -743Z� 2.00%�:94% s. PVI STA 0+78. -5.7 Sg° Y PVI EL 155.94 150 150 t LOW POINT STA 0+83.10 LLJ LOW POINT EL 155.653 PM STA 0+28.61 K 1.78 FM EL 157.45 0 LENGTH 10.00 HIGH POINT STA 0+24.30 fY STA 0+73.10 HIGH POINT EL 157.40 1- EL 150EL 156.50 150 150 K 1.00 150 145 145 o LLI 0+00 STA 0+83.10 0+89 0+00 LENGTH 10.48 0+94 0+00 0+94 i w v_ EL 155.65 STA 0+23.37 <C EL 157.40 C LZ E SCALE: 1 = 20' PROFILE HORIZ SCALE: HORIZ SCALE: 1 = 20' HORIZ 0 Q >o 1" = 5' VERT 1" = 5' VERT 1" = 5' VERT CC CL U Cr) 2 A° RECORD DRAWING II Gd X IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF NEP --1 g. THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATIONo --- [- KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WAWS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY INCORPORATEDRS ORINTO ITOAMSISAIOR S SULT.CH MAY THOSEFAVE BE U USING THIS RECORD C 3 9 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 39 OF 78 Y 0 O o K 0 m U W U' K Z LL Z 0 Z w ce Q I I \ , � w mo i\-"2,\\ -1 :..Y 0 o�/ 0 20 40 rSwa V" 1 t a os I I SCALE IN FEET woo a Lal I "1-' IN i .-- / A ( NI - 1 / n Mft� ` \iciy c vv. NN —/I'�— � � ��v I 1, I I1 ti lt� /lam 1 , I 1 I i/l � hdAr Z 1 1 _ 0 I i' / ^ l / I / / \, \ W VI Ice ; / .i�, - .F'"T ---F ^� A�\;a z1_.c.,, Z U / r �o \ \e O O Z / k' (-1 WALLSTREET STA 26+51 = / w / �i I DRIVEWAY STA 0+00 z o / 7920, 7900, 7910, 7902, 7904 SW HUNZIKER STREET w L_ 0 EL a w > 0 a) 1s =8 w o .moo r N cp V��=43h3e a:. PVI STA 0+28.87 :�";e o o PVI EL 154.14 c z oN HIGH POINT STA 0+24.79 W+ri HIGH POINT EL 154.07 0Zill a o ml i ce 1 K 1.26 1 60 ii LENGTH 11.62 + w STA 0+23.06 �Lo - a w EL 154.06 ii STA 0+34.68 cn> EL 153.68 d w 4.00% 1.38% /-- _,84$ -3.98% L J II4150 PVI STA 0+61.88 150 r PVI EL 151.55 LOW POINT STA 0+69.90 I— EL LOW POINT EL 151.231 n Lw K4.16 1 LENGTH 16.05 Q z STA 0+53.85 C (n W EL 152.18 I— STA 0+69.90 _I EL 151.23 ., Q > 140 140 , 0_ 0+00 1+00 1+34 0 PROFILE 00 SCALE: 1" = 20' HORIZ RECORD DRAWING ii 124 •, = 5 VERT IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. (7 THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF Er --1 g. THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION --- [- KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WAWS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY INCORPORATEDRS ORINTO ITOAMSISAIOR S SULT.CH MAY THOSEFAVE BE U USING THIS RECORD 0 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 40 OF 78 Y DO L K O m , ‘ , (te, CCZ Z 1 \ I oZw I 1 aLLI W O Z 0 40 80 Zo8.t c35w� + V 1 WO Ok \ • I SCALE IN FEET La I o I I I \ + r I (-RA -LM-D CD m U I W-2 • I • STRIPING NOTES °° N 1 I ��® ® NO FIESILD TRUST ® 410 SW WALL ST TWL FIELD TRUST CO ~ .I `..tat I - - / NO SITE ADDRESS �___. O REFEDWG.R TO NOS.TMEMENT 500,TM 5501NG 1 AND ANDARD DETAIL TM 502,SHEETSLD6KS ON E & D7. lie �.1EMUM�r�����•�c� - - -=MITI I Al j Cr) J Z i c BSL o — I— — -F — I— -!� — — _ W W Z^iq E L4 106 W - F=o CN ._LV - L \ A v V \ ZW J 0o x z 0 it I'l —K BSL E-LA 20 ( ) 0 5 L �� Q 0 o o 8. z N ' i 'T --T W-2 — — /� -® J ICI BS '®r ,® 3'TYP 10 (Typ)� I Y I r — P t- CHARTER MECHANICAL SUNBELT TURRET STEEL TYP( W CHARTER MECHANICAL — ) SIGNING NOTES I 7924 SW HUNZIKER ST 7930 SW HUNZIKER ST 7940 SW HUNZIKER ST CD IZII O REFER TO TRAFFIC SIGN AND POST DATA TABLE, SHEET D10. NI 1 = I CW I CL 1 I N Imo) _, r jjJ PLAN CD z z CD Cr) cn =, wo ■ °m < N Imo!. 0 \ y a3I3oo =38g I mod_=» o Z m ii° o CD CD a CD W-2 I CD ± FIELD TRUST I FIELD TRUST ± BS NO SITE ADDRESS SW WALL ST NO SITE ADDRESS N CV U W U N O �R A «8 A AJ A) T T` A. ' A A ' A A I I- l LLI — m _ $ o 0 0 . W CD Or - - T N N N N ry = CI IHL_I LL W IWi1 "' II J— W LLJ C LL � — LLjCD_ cnLLJ = D — — — — — — — — — — TERRA FIRMA - - = C n I QU W-2 7910 SW HUNZIKER ST L J W TWL BS ® / GROW CONSTRUCTION Q U Q > - / \ 7902 SW HUNZIKER ST Zi 0 LAND CARE GROW CONSTRUCTION / AGILYX W POTSO DOG PARK / J 7920 SW HUNZIKER ST 7900 SW HUNZIKER ST / 7904 SW HUNZIKER ST -- U V) 7960 SW HUNZIKER ST //` /I / RECORD DRAWING �� ,_ / IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q / ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF r-I / THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION i- • KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PLAN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO 3 RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C 4 1 INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. _ 41 OF 78 3 Y DO -, O Cc reZ C1 \ QZw � UJ=aw I.Ll� � wOZ O 0o S S 0 ao ao Z o a- 6k \ mmmmmmmm c35w� wook SI 2 \ SCALE IN FEET J Q MP \` FIELD TRUST FIELD TRUST CO- NO SITE ADDRESS \ NO SITE ADDRESS m \ \ STRIPING NOTES m , \ O DWG. TO NOS.TME500?T MARKING TATMARD 502DSHEETSETAIL LD6&S ON D7. SW WALL ST \ 1 i z i _ - 0 �N + \ I + L x JI h I „� i�\ U a_��n A _ Z 0 44+00 0 O D z O Z > > — > > > > > > > SIGNING NOTES 0 REFER TO TRAFFIC SIGN AND POST DATA TABLE, SHEET D10. C� Z_ W_ CC I— (../) 0.3 PLAN cD z z CD Cn 0) r, =1 w o ■..Nm r N m o \ a RyD .—=38E mod_=» o ai Z o ii> a I— C.) W O 0_ W W I- C� w ~ -, J W W J > � O W U V) p A® RECORD DRAWING 'I 3 IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR N�ORPORAT D INTO ITR ANY ERRORS OROAMSSIAIO ESULTNS WH.CHTHO TMAY HOSE USING THIS RECORD AVE BE C 4 2 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. _ 42 OF 78 3 NOTE: GUTTER PAN SHALL SLOPE AT ADA RAMP LOCATIONS SHALL NOT TO EXCEED 5%. Y o o Cc CURB JOINT DRAINAGE BLOCKOUT 003 SEE STD 3" I.D. SCHEDULE 40N.I CD DETAIL NO. 146 - ----IPI-'I o z 5' MIN SEE NOTE 5 ROW DWV (ABS OR PVC) PIPE W/COUPLING z w 1" BATTER O¢aw 2% ROAD 1:, 6" 1' R1/ WUZO-3/4" R - 6"� EDGE --J- _= z O RO-A .r-1�1-1 11�(I- _ - F` I° • " -_ 12 O¢Li� TL .•.•. ,. TRAT �- ^ 6" • ° ° MAX' _ w o O k ol'i 6 2" OF 3/4"-0' BASEROCK T}I oe'•n-i- COMPACTED SUBGRADE 6" 5l -- - DRAINAGE BLOCKOUT a a'g 1- r 3" I.D. SCHEDULE 40 BASE COURSE • • __ ao 1 -_-_ DWV (ABS OR PVC) 24„ 7 ��°° -- PIPE W/COUPLING COMPACTED SUBGRADE • SIDEWALK ADJACENT TO CURB 16" m Y o, o'o"o D 0 . , o°POP ° o 03 ► -PLANTER - 5' MIN. ROW 41 O O O ° STRIP ° E �_2% 6"-.- �4 O oo ° ° 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. E ROAD t ). Cam.........:... ..;..; \ O DO p • ° ° 2. EXPANSION JOINTS: �-TIff'iil=iil-lff C = z J TD�iifll ll1=111=I11- -mid A. TO BE PROVIDED: 4 0 CI"- ,r=III-T UT J w 9" 1) AT EACH POINT OF TANGENCY OF THE CURB. z ^ 2" OF 3/4"-0" 2) AT EACH COLD JOINT. MIE 8� COMPACTED SUBGRADE BASEROCK COMPACTED SUBGRADE 3) AT EACH SIDE OF INLET STRUCTURES. _ c NOTES: 4) AT EACH END OF DRIVEWAYS. z_ jai 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. .-z o LaSIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: z =w8 B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, o 1'>1Qff ON A. TO BE PROVIDED: -z a 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. �o 1) AT EACH POINT OF TANGENCY OF THE CURB. o 2) AT EACH COLD JOINT. zw 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3. CONTRACTION JOINTS: z o z 3) AT EACH SIDE OF INLET STRUCTURES. A. SPACING TO BE NOT MORE THAN 15 FEET. I. 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2"-0" OR 3/4"-0", 95%COMPACTION. BASE ROCK SHALL BE TO SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: (/) THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3" I.D. PIPE WITH COUPLING. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB Q OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY, OTHERWISE SIDEWALK SHALL HAVE SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. LJJ A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' n 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. SCHEDULE 40 DWV(ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL Q CTN CIF TIGARD A. NO SCALE CITY OP TIGARD APPRNf°BD I NO SCALE CITY OF TIGARD APPROVED Bv: NO SCALE O OREGON MICHAEL A.STONE.P.E. OREGON MICHAEL A.STONE.P.E. OREGON MICHAEL A.STONE.P.E. i • ENGINEERING DIVISION a DOME. CONCRETE DWG.NO. •• ENGINEERING DIVISION ,„ate _ STANDARD DWG.NO. •• ENOINEMUNG DIVISION m „oREm DWG.NO. ■ PUBLICDORMIMPARTMENT I ■ PUBL.wORRRDRPAtrAwr I ■ PUBLIC WORII000FARTMENT CURB & GUTTER DID R.w.HALL BLVD. SIDEWALKvss.w.x",•BLw. mm R.w.xt BLw. AWARD,OREGON MEM JANUARY 2013 1 20 nGARD,OREGON9)iD JANUARY 2013 CURB125 nGAxn,ORBGON91223 JANUARY 2013 1 26 TIGARD vAXGe:iSm)63sam TIGARD FOIGE:OR3)COMM TIGARD FOIGE:ORD6m9DI PAR:(SOD WIMPY APPROVAL DATE PAM(303)664-7I9I APPROVAL DAM PA X:(SOD 6B0.Y19] APPROVAL DAM =,1 o ■�J < CV L m o \ GP:_ o R 3/4" R 3/4" 6" � CO)���o i ■� 38s, D-N» O 4" MIN 6 -a z T 1" = U L..., M STORMWATER 1' 6" now o FACILITY MAX ' s a R 3/4" R 3/4" III III III R 3/4" PROPOSED Q' 3' MINIMUM FOR PLANTERS 6:1 BATTER _III AGAINST SIDEWALKS, A 18" MINIMUM OTHERWISE 1"7 ROAD SURFACE (, LL, 18" 12" O 1 IfY VARIES WITH 6:1 BATTERCI W WALL HEIGHT W'Pv1'iikr i're/rr!1 er f CL w Cr) Q H- DESIGNER INFORMATION 24 O � Lu 1. SPECIAL DESIGN CONSIDERATIONS OR STRUCTURAL REVIEW MAY BE INSTALL #3 BAR (12" IN LENGTH) L-L_ J I-LI REQUIRED FOR LONGER PLANTER WALL SPANS. STEEL REINFORCEMENT THROUGH 3/4" DIAM HOLE PER O OR ADDITIONAL CONCRETE CHECK DAMS MAY BE NEEDED FOR STABILITY. GENERAL NOTES MANUFACTURER'S RECOMMENDATIONS (TYP) Em CI- 2. SPECIFY ONE OF THE ABOVE PLANTER WALL OPTIONS BASED ON SITE 1. CURB EXPOSURE IS 6". VARY STANDARD CURB ONLY AS APPROVED. CONDITIONS. 'N-5" O (I) 2. WHEN MATCHING INTO EXISTING CURB WITH LESS THAN 6-INCHES OF CURB EXPOSURE, 3. MAINTAIN 1:6 BATTER FOR WALLS AND 4" MINIMUM TO TOP OF CURB. TRANSITION AT A RATE OF 1' HORIZONTAL FOR EACH 1/2" OF VERTICAL CURB 7 A DIFFERENCE. TRANSITIONS SHALL BE DONE USING STANDARD CURB. 4. IF A LINER IS USED WITH AND L-SHAPED WALL, THE WALL HEIGHT MUST RECORD DRAWING mo BE INCREASED. THREE INCHES OF CONCRETE IS REQUIRED ON ALL SIDE 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% NORMAL. Q 3 ' Y IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN r� OF THE LINER ATTACHMENT (SEE SW-360). 6 6' V 4. GUTTER PAN SHALL SLOPE AT ADA RAMP LOCATIONS SHALL NOT TO EXCEED 5%. ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. 9" THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF PH CONSTRUCTION NOTE 5. 2-INCHES OF AGGREGATE BASE UNDER CURB UNLESS OTHERWISE SPECIFIED. THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION E..( KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN 1. FINISH ALL EXPOSED CONCRETE SURFACES. PRE-CAST CONCRETE PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WHEEL STOP WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO 3 RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR MODIFIED CONCRETE CURB DETAIL 12" THICKENED CURB AND GUTTER DETAIL 6' CONCRETE BUMPER BLOCK IFNCORPORAR ANY TED INTO ITRORS OR OAMSISAIOESULTNS .CHTHO T MAY HOSE USING TAVE HIS RECORD D 1 NTS NTS NTS DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING R FOR ANY PURPOSE. _ 43 OF 78 Y EXISTING DRIVEWAY - ce MATCH WIDTH & GRADE O m EXISTING DRIVEWAY - + A r R/W LINE EXISTING DRIVEWAY - �z MATCH WIDTH & GRADE }11 SEE NOTE 3 tl z VARIES A R/W LINE SEE NOTE 3 VARIES M N 12% 2% �2q, A R/W LINE CC=o_w 11 SEE SEE NOTE 3 w v p M �. 11 NOTE 3 SIDE WALK 6 r Z 5 Lu a 5' MI 2% SIDEWALK y I 5' MIN ■■■ SEE NOTE 4 SIDEWALK w o O SEE NOTE 2 A--..- o SEE 30' MAX SEE LANDSCAPE NOTE 3 LANDSCAPE -4 6' 6' LANDSCAPE NOTE 3 LANDSCAPE JJ STRIP , SEE NOTE 2 ` , STRIP 10' MIN STRIP , SEE NOTE 2 ` , STRIP m U RECORD DRAWING A A 30 -L.— i 1 g ACCOIMPROVEMENTS RDANC WITHTED THEON CITYHESE APPROVEDINGS PLANSERE AND SPECCIIFICATIONS.UCTED IN 4 3 10' MIN 3' PLAN4 3' 130' MIN X 3' THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF z a THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION PLAN R 3/4• PROJECTED TOP R/W �P� PLAN R y " N W y KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN 6„ /W ,04 of CURB 6" 0R�JE 8„ rW , > -0.- PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. 00 oR� PROJECTED TOP 2% MAX PROJECTED TOP > WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND 3/4" OF CURB 2�%MAX STREET I 3/4" Of CURB 2�%MAX z Q COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO - RESPONSIBILffY FOR THE ACCURACY OF THIS RECORD DRAWING OR • w a i o FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN STREET "" OR/!,4- o oo . Wq y STREET I ° "-u j ORi o z Q INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD , -III lir"�- k 0 0 "� �� i • ( ITi- qY o 00 0°o triSaYr;2+e7:"-">aa<b...... �� .. '. ° u+a'°' III ITi - Wqy o DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF aa. d• '- �11 00 0 00 -.? 4 :°• ,--I lil . c ITS ACCURACY BEFORE APPLYING R FOR ANY PURPOSE. 0 ro o0 0 11III,: o° o000 oz 0 0 0 0 IIIA11- o 0 0 00 0o i,•^=8,ydv';arJr,•: a4.�,.r;.g. -,a�. SEE NOTE N0. 4 z 0000 Goo$e8.<rer�oa.ae.rebhe..wr,�-' oo,o 0 o,I=IIIo111 iii=III—Ill—Illiii-1' 2" OF AGGREGATE o 0 00 =ii1=1�1=1�l=III-�' SECTION A—A (3/4"-0") COMPACTED oo,000•1-III-1I1=1111111i1111 1�11r1zr,i- I 4 2" OF AGGREGATE 2" OF AGGREGATE SECTION A—A (3/4"-0") COMPACTED NQ . SECTION A—A (3/4"-0") COMPACTED 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. NOTES: NOTES: (n 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. _I 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. < 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. W n 4. SEE STD DETAIL NO. 146 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. Q 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. (FOR COMMERCIAL DIRVEWAYS ONLY) CI 0 A CITY OP TIGARD PPROwo NO SCALE CITY OF TIGARD BBA NO SCALE CITY OF TIGARD ""�79 NO SCALE O OREGON LORI FAHA,BP.E. OREGON MICHAEL A.STONE,P.E. OREGON LORI FAHA,P.E. P ENGINEERING DIVISION T an ENGINEER STANDARD DRIVEWAY DWG.NO. `F XNCR c DIVISION — on STANDARD DRIVEWAY Uwc.No. Ill `F FNc NRRR No er�E T a.MM. COMMERCIAL DWG.NO. III ■+ PUBLIC ORKSDLGI.RLTMEN ■.. UBLJC WOMIS 5.w.NDEPARTM M ■. U6V Sw lill.BLVD.N JANUARY 2016 w/LANDSCAPE STRIPS 141 ARGGRR6oN� _ JANUARY 2013 w/CURB—TIGHT SIDEWALK 142 Imo= VOICE: OREGON� FEBRUARY 2016 DRIVEWAY 143 TIGARD 0/,6(SOD 1:isnl)6».in1 TIGARD cc:iwsl6lvwm TIGARD VOICE:i0os>6swrn FAX:(SOD 66a.n"7 APPROVAL DATE FAX:A1(SOD 6e4.129, APPROVAL GATE FAX:(SOS)664a297 APPROVAL OATE C wi 'm o yG"3e O, �:m� _ c3 �._i o Z CIS E. 3 °� w � 3' MIN 6" SIDEWALK WIDTH AS SHOWN z a. EXPANSION #4 ® 1'-6" MATERIAL #5 EVENLY 3/4" CHAMFER SPACED (TYP) NOTE: NEW DRIVEWAY- 24" MIN - 12" - -48" MIN I- 1-6� SCORE JOINTS TO EXTEND -4" U ig 4 W 1'-6"� r 1" THROUGH AND DOWN FACE 1.5% N + • OF CONCRETE WALL. r O w I 4,1 COORDINATE APPROVAL OF f CC vv SCORE JOINT LAYOUT WITH EXISTING GRADE >v � :100,, :�.V. ip- #5 BARS 5-7"* w J ONSITE ENGINEER PRIOR TO _. 2 CLEAR TYPICAL) CI LJJ 9" • • III FORMING AND POURING. ( " ! Q Cn 4" MIN 3/4"-0" �: : f 3000 PSI CONCRETE C D /- z > 1 I �� AGGREGATE BASE -I IEll II R i 4" W sov�.. COMPACT SUBGRADE TO �. 1 3" MAX I 1.5% _J Ld } Li J 12" MIN. 3"J tit �/ £'MIN. 95% MAX DRY DENSITY —III 4 RADIUS, TYP 1 O Q I _. 0- 11 NOTE: -III- _ -.Si ��� CD U * STAIR RISE TO BE -III I UNIFORM BETWEEN STEPS. III III III III III III III III A 0 PRIVATE PROPERTY ASPHALT RESTORATION, ii SEE TYPICAL SECTIONS 2" OF 3/4"-0" BASE ROCK- E..( INTEGRAL CONCRETE SIDEWALK WALL/ THICKENED SIDEWALK DETAIL CONCRETE LANDING AND STAIR DETAIL NTS NTS DRAWING NO: 92 44 of 78 As required in a Off typical sections 0 0 Street Street of construction ARID O o CD plans T 0 z/ Area 1' T-cut see LEGEND MIN. pzw 1 'F� Surfacing ����note 1) ' OK Luz 1O wOaa �� --�� Topsoil or aS Q TRAFFIC SIGN ' Z 0O n o =�� $ l,`���aVI, I ( directed Base Material100' c�swa30:.,� �•i�i■.i� T ® CONSTRUCTION ZONE MIN. z¢o'STY / ifia - _ w0oalA��1ti1/� II!l./ ��I ��r� iO ( Ys TRAFFIC CONES OR -O O4= APPROPRIATE DELINEATION¢ O g o DEVICE. MIN. 0 ) l / i H i I p N C700104���I.a� U M j U u_ �IFLAGGERI m�� ¢ U_ -� .��� w c- MIN. ■ CO CO H 1 v v 0 z I .• �' MIN. ,'Oo- ..si I a1 E O 1. TRAFFIC CONTROL PLANS REQUIRED. 12' • MONUMENT CASE & COVER c a .c N € MIN. a; `� O 2. TRAFFIC SIGNS TO BE 48" X 48" ■ Ww n Iv t �' g a BLACK ON ORANGE. • 1 IO' z 201,1 U L. O ~ 3. NO COLLECTOR STREET LANE OR •� MIN. v0-i - .- =EL _a O sl. nn U o LOCAL STREET CLOSURES DURING o c _ < �� d Q FLAGGER L 0 .a= Mt I THE FOLLOWING TIME PERIODS: z 1. MONUMENT BOXES TO BE CAST IRON OR 6" Min bedding �• 1 100' g °'� ALLOY SUITABLE FOR HEAVEY TRAFFIC6" 6" 1 7:00 - 9:00 A.M. : a z o below outside of 3:30 - 6:00 P.M. MIN. 0 0 x u LOADING #1036 OR 1033 SUPPLIED BY: MIN MIN z iZa pipe bell 3/4" - 0" O�o- AD _ o-o EAST JORDAN IRON WORKS, INC. crushed aggregate 4. INSTALL IN ACCORDANCE WITH THE �A o z oz (PART NUMBER 3680) "MANUAL ON UNIFORM TRAFFIC CONTROL 100' z 13127 STATE AVE DEVICES FOR STREETS AND HIGHWAYS", MIN. - MARYSVILLE WA 98271 U.S. DEPT. OF TRANSPORTATION, SALES(360)651-6144 2' Min Trench \\/�\\j\ j\%\j\\/ FHUA, 1988 EDITION. O IDO-4 foundation \. �\ii,i\\.. —_ stabilization 5. ACTUAL SIGN PLACEMENT TO BE 100MIN. 2. ALTERNATIVE TYPES MUST BE APPROVED ADJUSTED IN FIELD. BY THE CITY ENGINEERING DEPARTMENT. if required 6. THE CITY RESERVES THE RIGHT TO ADD TO O1 ROADAHEA CORSIRDCROR CO 3. APPROVED FOR ALL STREET CLASSIFICATIONS. OR MODIFY TRAFFIC CONTROL REQUIREMENTS Q NOTE: AS MAY BE NECESSARY TO EFFECTIVELY I- 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW CONTROL TRAFFIC AND TO ENSURE PUBLIC LLJ FINISH GRADE. 1. 1' T-CUT FOR PIPE ONLY PROJECTS. SAFETY. CI 2. JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 7. NO LANE CS WITHIN P FEET OF < A TRAFFIC SIGNAL GNAL WITHOUT PRIOR CITY APPROVAL. CITY(IFTIGARD APPROVED BE NO SCALE CITY OF TIGARD APPROVE/BR NO SCALE CITY OF TIGARD APPROVED BE NO SCALE O OREGON MICHAEL A.STONE,P.E. 004 CDN MICHAEL A.STONE,P.E. OREGON AGUSTIN P.DUENAS,P.E. • ENGINEERING DIVISION CITY BONER R MONUMENT DwG NO. • ENGINEERING DIVISION CITY MOM TRENCH D .NO. <aPIT.CONSTRUCTIONwD TYPICAL TRAFFIC DWG.NO. CL . KMIEC DORM DEPARTMENT 1111 . •PUBLIC WORBR DRPAR'TMEM . TRANSPORTATION DAMSON CDY MOWER oiss SE.HAu.RLw. BOX JalRm.HALL BLVD. BACKFILL 1 80 - ;DIE RW.HELLELVD. CONTROL PLAN 1 90 CARD,OREGON DED JANUARY 201} 7� TIGARD,ORRGON 9mJ JANUARY 2013 TIGARD,OREGON 912]J AUGUST 2009 TIGARD Volta:lsw)6D-IM TIGARD volce:(sOJ,maePR TIGARg volce:(wJ>6Iv.6m PAR:(H))SWAPS A APPROVAL DAIS PAR:(HI)6N-rm APPROVAL DAR: P A%:r:0'•3H.]E9) APP0.0VN.ELATE VR N C8 w o Pa r N �1"m G V AO CD'3e .WO redo c;ae a�cri>° o z W Z� a ,, D_ 1— U LLJ O cL F- 0_ Lu W I Z L1 J W O < O o CC U C/) _ A° RECORD DRAWING on IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN -44 ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF NEP --1 s. THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION --- �. KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WAWS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 45 OF 78 3 32' ct Const.back of 6"wide(romp .. Return curb /f' unless curb totherw se directed m I' 16' 8 6,..,, ::;..4 -_e 8r See•general note 7) w 0 �~ (4' MIN.) ..... f �S rax. • • WZ TYP. T: ®- T_`2 4� � tYam•= L �Q © /R 0¢aw r 5• MIN. e ....................... ... . � -- / =` � B �/ Buffer strip WUOa � 6"rad. w 0 GROUND v45. Y, I Max.flare slopes 10.0% �,"/ * ��� `�/* _I (TXP') 4.,./ *_I Z 5 w a -18'- '\� "� . 6" } 4 *See general note 11 Z¢Ce ro /I 12" -Normal width of truncated dome detectable warning Normal width of truncated dome detectable warning *See general note 11 -Normal width of truncated dome detectable warning uJ Cl0 b *See general note 11 amp surface to match width of approaching sidewalk. surface to match width of approaching sidewalk. surface to match width of approaching sidewalk. SEE POST / (R width 4'min.) (Ramp width 4'min.) (Ramp width 4'min.) W SUPPORT DETAIL- 0 PERPENDICULAR SIDEWALK RAMP DETAIL PARALLEL SIDEWALK RAMP DETAIL PERPENDICULAR SIDEWALK RAMP DETAIL (Use"Parallel Sidewalk Ramp Detail"or"Combination Sidewalk Ramp Detail" (THROUGH BUFFER STRIP) when regd.turning space cannot be obtained) > m Truncated •Match curb exposure m N I 1. MATERIALS: Curbdetectable AA Match curb total height Return curb ci'rb a 6"wide(romp (See g (Type vane 1 surface 2" X 2" X 63 12 GA. GALV. PERFORATED STEEL o curb at back of ramp (See general note 7) t s 111r` p ' a POST. '',2' unless otherwise directed pi:, Max flare slopes 10.0% Gut r *2 varies2 1 2" X 2 1 2" X 18 12 GA. GALV. PERFORATED 9 .. . maz. " .•f!„ �` * Z3' / / ........ ,� 0%max.with.;:.. .:, OGROUND STEEL STIFFNER POST. .,�� (4gut.0%ma) . HIN i� \ R \� / 2 1/4" X 2 1/4" X 36", 12 GA. GALV. PERFORATED 1- �� ^'^�' O STEEL ANCHOR. ► ®• Te / SECTION A-A SECTION B-B SECTION C-C ?a z T6"rad. �- �� 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH e `® Qvp•) * �i I - ----I Sidewalk w 1-i ce • LOCK WASHER, OR 5/16" CORNER BOLT. Max.flare slopes 10.0% .✓---Y* -may *See general note 11 Normal width of truncated dome detectable warning Turning space O s cs. 4 surface to match width of approaching sidewalk. •••••••••• Min.level area 4'x 4' cs i -Normal width of truncated dome detectable warning (Ramp width 4'min.) ? • 7/16" X 5", GALVANIZED CARRIAGE WITH FLAT AND surface to match width of approaching sidewalk. 4'x 5'when constrained(with longer dimension in direction of o 0 LOCK WASHER, 2 BOLTS PER RAIL PER POST. *See general note 11 (Ramp width 4'min.) pedestrian street crossing).For the purposes of this application 1 a max.2.0%finished surface slope(for drainage)is considered level. p o i . Z O 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND I .9 Truncated dome detectable warning surface _ WHITE CROSS RAILS. O COMBINATION SIDEWALK RAMP DETAIL PERPENDICULAR SIDEWALK RAMP DETAIL(WITH SINGLE FLARE) o- Slope I.5%max.(Max.2.o%finished surface slope) 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (Use"Parallel Sidewalk regd.turning space or cannot be obtained)ombination k Ramp Detail" (Normal sidewalk cross slope) FOR STREETS AND HIGHWAYS AND THE OREGON when4. ralin 7 girl".(Max.8.3%finished surfac sh Is) O (Ramp length 15'max.,measured along finished surface slope) SUPPLEMENT. *2' See general note 5 RAseuxeRepom pA,e 0 3F-1 BARRICADES (n 6C-8 BARRICADE DESIGN GENERAL NOTES FOR ALL DETAILS: 8.For the purpose of this drawing,a curb ramp Is considered"perpendicular"if the angle rxc.eooK No. N/A 23-J_AN-2017 6C-9 BARRICADE APPLICATION between the longitudinal axis of the ramp and a line tangent to the curb at the ramp NOTE:AI mele,,A ene,wauneeecip Pose ee in emaeenpewim POST SUPPORT DE I.Sidewalk ramp details are based on United States Access Board Standards. center is 75'or greater. u. „R,Oregon S.M.sPeas ao P I- TAIL 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN 2.See Std.Drgs.RD700&RD701 for curbs.See Std.Drg.RD720 for sidewalks. 9.Ramps for paths intersecting a roadway should be full width of path,excluding flares. The selection and use of this OREGON STANDARD DRAWINGS W ACCORDANCE WITH THE CURRENT STATE OF OREGON See Std.Drgs.TMS03&TM530 for crosswalk markings,widths,etc. When a ramp is used to provide bicycle access from a roadway to a sidewalk,the ramp Standard Drawing,while designed 1 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION 3.Tooled joints are required at all sidewalk ramp slope break lines. should be 8'wide. in accordance with generally SIDEWALK RAMP DETAILS 4.Sidewalk curb ramp slopes shown are relative to the true level horizon(Zero bubble). 10.For sidewalk ramp placement options,see Std.Drgs.RD756&RD757. accepted engineering principles P. 4. BARRICADE FOR SIDEWALK IS SIMILAR. dome e warning 5.Place truncated d detectablesurface in the lower 2'adjacent to traffic of 11.Check the gutter flow depth at ramp locations to assure that the design flood does not and practices,is the sole sewn- Q throat of ramp only.For details not shown,see Std.Drg.RD759. overtop the back of sidewalk at ramp.If overtopping occurs place an inlet at upstream sibility of the user and should not 2015tn ?� to 6.Side flares that are not part of the path of travel may be any slope. side of ramp or perform other approved design mitigation. be used without consulting a EWE REM.oesceiprwn 1 7.Return curb may be provided in lieu of flared slope only if protected from cross travel 12.Only use details allowed by Jurisdiction. Registered Professional Engineer. _ e°°RO5W en Q CITY OF TIGARD NO SCALE by landscaping or fixed barrier. 13.Site conditions normally require a project specific design. eu.e. . OREGON MICHAEL A.STONE,P.E. See project plans for details not shown. m me Prue wns Q CC I ■..nnaiww0RRs=EntT CITY MOWER STREET DWG.NO. no om RD755 tou.o,.,,A„BLVD. I7 Effective Date:June 1,2017-November 30,2017 ii�� TIGARD,OREGON SR21 JANUARY 2013 BARRICADE 92 Oen.B..t7t pm.(.J).-DH APPROM Dow N N (See general note 10)12"rnin. ' �. /V e« •� - W �� � R �'?:i5. - C8 �w zs N / ,\ 1:1 taper nom {u\}'►: Rom'm a (V W.2 .4S. Y�20"min.(TYpp R .„________:,,./ /> ,mow/ j_ /��,.4 04, Sidewalk widening �Fe• A ��� �\c.• ■-a.v ;•.4. Oyhen rezdi * R • .-m" \ CI t Se . 03 ....W \ �r� 4'min. \ ('� o ao co a tr a OPTION G <- OPTION H OPTION PERPENDICULAR RAMPS(FOR NARROW SIDEWALKS) PARALLEL RAMPS(FOR NARROW SIDEWALKS) COMBINATION RAMPS(FOR WIDE SIDEWALKS) (Ramp width 4'min.) (Ramp width 4'min.) (Ramp width 4'min.) H 20' 20' _ 20' I- " Area of closed crosswal "I I• Area of closed crosswal - Area of closed crosswa. Q Crosswalk closure support Crosswalk closure support -� ' Crosswalk closure support W RECORD DRAWING See general note 2) / �? (See general note 2) W (See general note 2) --7' Q 1 IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q ACCORDANCE WITH THE CRY APPROVED PLANS AND SPECIFICATIONS. CC THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF t?' "' ""'"' <' W THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION j` ' 7 �,, CI W KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN , Sidewalk widening ?• . W (f) �l 0hhen re dJ I �.•',•"•. PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. .f1 q r ��yy•: .,_,.,..., 2' min. ��:i7• Q WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND � 20"min.(Type .�•: � •'•• (� � z d, COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO I I�� •� � W RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR �r 4'min, FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN _ W INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD '`� ® _`7H WO Q > DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF o-:':'. O ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. OPTION G(WITH CROSSWALK CLOSURE) OPTION H(WITH CROSSWALK CLOSURE) OPTION I(WITH CROSSWALK CLOSURE) CC PERPENDICULAR RAMP(FOR NARROW SIDEWALKS) PARALLEL RAMP(FOR NARROW SIDEWALKS) COMBINATION RAMP(FOR WIDE SIDEWALKS) I W (Ramp width 4'min.) (Ramp width 4'min.) (Ramp width 4'min.) U (l) ezzrzzzzm Marked or intended crossinglocation Turning space I"""""1 Truncated dome detectable warning surface Slope 7.5%maz. Min.level area 4'x 4' (Max.8.3%finished surface slope) 0 4 x 5'when constrained(with longer dimension in direction of pedestrian street crossing). c Slope 1.5%max. (Ramp length 15'max.,measured along a. - r1 a �; ti Sidewalk For the purposes of this application,a max.2.0%finished surface slope finished surface slope) F�1 (for drainage)is considered level. (Max.2.0%finished surface slope) _J 0 9 (Normal sidewalk cross slope) *2' See general note 5 „ . �y "' GENERAL NOTES FOR ALL DETAILS: cREc.BOOK No. N/A BASELINE REPORT aces 23-j_AN-2017 8 7.Return curb may be provided in lieu of flared slope only if protected from cross travel by NOTE' A workmanship shall he in accordance with r►1 1.Sidewalk ramp details are based on United States Access Board Standards. landscaping or fixed barrier. - m.material v,,c, spe,u�,xirr, 2.See Std.Drgs.RD700&RD701 for curbs.See Std.Drg.RD720 for sidewalks. 8.For the purpose of this drawing,a curb ramp Is considered"perpendicular"if the angle The selection and use of this I•H _ See Std.Drgs.TM503&TM530 for crosswalk markings,widths,etc. between the longitudinal axis of the ramp and a line tangent to the curb at the ramp Standard Drawing,while de- OREGON STANDARD DRAWINGS CI See Std.Org.RD755 for sidewalk ramp details. center is 75'or greater. signed in accordance with r^ See Std.Org.TM490 for crosswalk closure detail. 9.Ramps for paths intersecting a roadway should be full width of path,excluding flares. generally accepted engineer- SIDEWALK RAMP PLACEMENT OPTIONS 3.Tooled joints are required at all sidewalk ramp slope break lines. When a ramp is used to provide bicycle access from a roadway to a sidewalk,the ramp ing principles and practices, LARGE RADII o4.Sidewalk curb ramp slopes shown are relative to the true level horizon(Zero bubble). should be 8'wide. is the sole responsibility of DRAWING NO: 5.Place truncated dome detectable warning surface in the lower 2'adjacent to traffic 10.When 2 curb ramps are immediately adjacent as in Option G,the curb exposure(e) the user and should not be 2015 a "u of throat of ramp only.For details not shown,see Std.Drg.RD759. between the adjacent side flares may range between 3"and full design exposure. used without consulting a ��o" 6.Side flares that are not part of the path of travel may be any slope.Check the gutter flow 11.Only use options allowed by jurisdiction. Registered Professional En- ""°""'°"°' 9 4 depth to assure that the design flood does not overtop the back of sidewalk.If overtopping 12.See project plans for details not shown. gineer. occurs place an inlet at upstream side or perform other approved design mitigation. 13.See Traffic Standard Drawings for signal pole and pedestrian pedestal details. Effective Date:June 1,2017-November 30,2017 RD757 46 OF 78 Y ® Marked or intended crossing location 0 0 CC Buffer strip 0 m 2� I� 2 O <5 (TYP) Sidewalk WO O O O 7u n ng space LY Z I� /I O O�Buffer strip ••r O 0 0 M Ile el area 4 x4' Z ii; _ (TYP> Q 4 x5'when constrained(with longer dimension m direction of pedestrian O Z La il.l ® '-'.® 5 4• street crossing)For the purposes of this application,a man 2.0%rinished ¢d w ,';;. _: ;* surface slope(for drainage)is considered level. ce U Z d II s 5' X I Truncated dome detectable warning surface CO w a s 5 Slope 1.5%max. rn W 0 0 a (Max.2.0%finished surface slope) ' When distance'X'is greater than 5', (Normal sidewalk cross slope) La truncated dome detectable warninga When distance'X'is less than 5', Slope 7.5%max. truncated dome detectable warning surface shall be placed perpendicular ,9 surface shall be placed perpendicular to the direction of travel'n area from (Max.8.3%finished surface slope) to the direction of travel. ramp grade break to within 5'of curb. (Ramp length 1 S'max.,measured along finished surface slope) PLACEMENT ON SIDEWALK RAMP *2' See general note 3 r c CO Y GENERAL NOTES FOR ALL DETAILS: 0 2 CO5 1.Truncated dome detectable warning surface details&locations are based on Ci H . United States Access Board Standards. 2.See Std.Drgs.RD700&RD701 for curbs.See Std.Drg.RD720 for sidewalks. E 6'Ilgght rail See Std.Drgs.TM503&TM530 for crosswalk markings,widths,etc. * ® 12'-8 freight rail See Std.Drgs.RD705&RD710 for islands. �:;:tB;:;; (From center 3.Place truncated dome detectable warning surface in the lower 2'adjacent to traffic - - - - "S Z MOof throat of ramp only,unless otherwise shown. O rMIIArrange domes using square in line pattern only. 0 R iiei Public Transportation Vehicle Color to be safety yellow if no color specified in construction note. of nearest rail) Island 1 1 1 1 1 1�1�1 1 1 1 1 1 - i- All products on an installation to be Identical. m to + .mm� I'I'I'I'I'('Ill 1111111111 4.Truncated dome detectable warning surface shall be used where the pedestriance c tGr 60 O access route meets the street,in the following locations: U a z !,� - E . 1 1 1 1 1 1�1�1. 1 1 1 1 1 a)Sidewalk ramps(See Std.Drgs.RD755.RD756,&RD757). o Boarding Area(Length varies' ;v 3 * L b)Crossing islands(Accessible Route Islands),(See Std.Drg.RD710). w a i 0 * r-�,••,•, <1 Rail crossings(See detail). z0 x u uI R:SS;$ 5.Where public transportation stations(rail,bus,etc.)use platform boarding, i i truncated dome detectable warning surface shall be placed along the full p-0 * i.t. edge length of the station,when not protected by platform screens or guards. O z 0 **Omit truncated dome - 6.Truncated dome detectable warning surface shall not be used on the following Z 0 z detectable warning surfaces locations: - if less than 2' a)Midblock sidewalk transitions(See Std.Drg.R0756). b)Standard concrete driveways(See Std.Drgs.RD725,R0730,RD735,RD740, PLACEMENT ON PUBLIC TRANSPORTATION PLATFORM PLACEMENT ON CROSSING ISLAND PLACEMENT AT RAIL CROSSING RD745.&RD750). c)Parking lots. 7.Only use details allowed by jurisdiction. > • See detail for individual 8.See project plans for details not shown. Top 50%toa65% o truncated dome i (/) 2 of base dia. • -1•IF r.• w etc.Roux MO. N/A Msuce.c REPORT DATE 23-J_AN-2017 J 1-°' Ctr.to ctr.spacing _ __ o 1.6'min, P g '� <; A NOTE: AN material and workmanship shall De In xcdr4a„n with Q ma` "1'a 2.4'max. F. +���� �� ;.,� �+ i .. me wrath aegon standard Soeuficata. „~ F *r' ,1 a The selection and use of this •OREGONSTANDARDDRAWINGS W n �2� O 1_O.�00�; .+*; ,.�. a Standard Drawing,wh!/ede- q " „ signed in accordance with Back Of curb I I �. JI g TRUNCATED DOME Igenerally accepted engineer1,2 -Y p g DETECTABLE WARNING SURFACE ›- Base dia. •• Base to base spacing ing principles and practices, Q o . min. 0.65'min. Ramp width-van. o DETAILS&LOCATIONS 1 O .4"4'max. !s the sole responsibility of I the user and should not be 2015 n tO PLACEMENT ON ISLAND PASS-THROUGH TRUNCATED DOME DETAIL TRUNCATED DOME PATTERN AND ORIENTATION used without consulting a REVISION DExem,. Q Registered Professional En- "' Q TRUNCATED DOME DETECTABLE WARNING SURFACE ginner. 0 011017 Oe'Y^WRam,m.aa. Effective Date:June 1,2017-November 30,2017 RD759 For runs of fence of 20'or less,omit truss rod TYPE CL-6R TYPE CL-6 and install lower brace rail in altemate position at End and Corner Posts. 600,0'max.run *See general note 8 600'-0"max.run Intermediate end poet g I• Top La 10'-0'max. 10'-0'max. rail r 10'-0'max 10 0'max Tens o ire 10'-0 max. 10'-0"max. ■r_-= N 7 gauge 4 iii- Line post T Line t III :I:�. End,gate, tretcher bar rail Line post Line post 8 m r] O\ End,gate Brace rail you �, I"� p ,w `;- or corner Brace a corner or ,✓ Y1 Stretcher ben Line post intermediate• Brace rail, Y/=` S post f 1 Truss .@ Chain link u s rod B end post Tension F *Chain link •�=3 V e fabric 2' II Tr s tl fabric mesh Truss rod V race rail wirge 2'mesh ar•�,>e p Brace tell f l %die Concrete 7 auge Stretcher \alternate position) 11 gauge %"rfia. II \4 Footing oun 11 gauge v v 1 Gr d line 1 CD z bar I„mum , �nrau�line I TCD „en Concrete 5•�,�,��'a"c „r. w r.,e ,�,,,��,�„n W Q -„�,a.a e 1jL-11�?',Ave m,v.R-„�,a,, o' �•�„.„ a,w„„47- co ;� �� �'� .' ,4r w. Truss rod a iv Ground = I� Ground line w E �1.E RFi 1 /a'dia. E line i�E e` E Tension wire `�S E ^E o4 E v A J.: 1 �`Concrete�.,,�1 t7 y 1, as fee gen note 2) _ ¢ J- tooting w J--Is: 7gauge J- foM ng I - J-3L3 -1� ` foot ng } o_ -r"I`\i"' 9'dia.min"-I J �-� 12'dia.min.~•{ 1.-� r� **Bracing symmetrical 12'dia.min. "I IF9'die.min. -I I-�9^dia.min. 12'dia.min. Concrete 9'dia.min. 9'dia.min. abom post for 20'dia.min.for For runs of fence of 20'or less, 20"dia.min.for tooting *See general note 8 intermediate end post 6"gate post omit truss rod at end and corner posts. 71 8•gate post ai TYPES CL-4&CL-5 TYPES CL-4R&CL-5R RECORD DRAWING 600,0"max.run 0-- I- 600'-0"max.run y Intermediate end post 10'-0'max. 10'-0'max. 7o rail (D Y IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Tension wire P 0 10-0 max. 10,0"max. 10'-0"max.��-10'-0"max. L-I-J ACCORDANCE WITH THE CRY APPROVED PLANS AND SPECIFICATIONS. 7gauge Top rail) 1rLne post Line post THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF End,gate _ Stretcher bar 1!- or corner Brace rail Lme Post Line Post Brace rail Brace rail Line post **End,gate, Tension *Chain link THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION Post m l 7 l corner or fabric CL m CD a m Chain link Stretcher bar wire KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN E `i Truss rod LL Intermediate 2'mesh %`dia. fabric 2" end post ' Ground line/ 7 gauge 11 gauge I- W O61 PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. > (See gen. LL mesh Truss rod Truss rod ,�„ „j e,�,y ,e„�,ay„mum '_ W Stretche i ,.> _ note 2) 11 gauge %•dia. %"dia. }" T F WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND bar 3 (n COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO m• �^m,mu,m,mu, }"`r"""\'¢ TCC o' f footingte O- ta ' o O I- 1 \ a Ground line J_ 1 Co c ate J Q RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR 0 S ' • o o ** Concrete -Tension wire _`Concrete�r f �" footing (., ~ z FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN I <= Comm l 7gauge footing �1 Symmetrical about post -`j I 1--12"dia.min. I C/) W INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD 1 g 1 Concre e 1 1 for intermediate end post V 20"dia.min.for -1 I--9"dia.min. 9"dia.min. I- DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF '1 I .-I ,2"dia.min.-I F 9"dia.min.-I 6"gate post 9'dia.min. Coming 9"dia.min. W G ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. \12'dia.min. GATES generalW *See general note 8 *See note 8 Li Q > 20"dia.min.forGate frame 8' ate D D, F *Seegeneral note 8 9 Post. Stretche l t h nom pipe size p TYPE min. min.nom. bar \ TYPE min Sii F CC A (in) (m) (in) - - *Chain link fabric 0nj (nj (in) CL-4 30 24 48 Gate post-ti 4 2"mesh CL-4R 30 24 48 H' W 11 gauge CLS 36 36 60 Truss rod ? `Gate CL-SR 36 36 60 m %„dia. "ERR. ";i POst�' `-Gate post itGroundlti. IllikiffigiEffil Stretcher bar For runs of fence of 20'or less,omit truss rod Br 0 0 a TABLE 1 line ,, ..... -1. F ic4 4 m. , v'. at end and corner posts. MEMBER (Gate opening' Gate opening -I NIL l.Ey n BRACE END,CORNER& GATE (As shown on plans) (As shown on plans) g AND TOP RAILS LINE POSTS INTER M TE GATE OPENiNG POSTS _ SINGLE DOUBLE MRLD.Boon ND N/A EASEuu..PomoATE l4iUL-2014 r�i�l TUBULAR TUBULAR HSECTION TUBULAR TUBULAR GENERAL NOTES FOR ALL DETAILS: NOTE:Ail MAD.Andnamne,Rsi3O shall be in accorda,ce.11 V 1.Do not use top rail where fence can be struck by an errant vehicle. me current Oregon Standard Specorationa HI IT TrPE 5 9 m ,d 2.Finings shown are illustrative of use and not specific as to design. OREGON STANDARD DRAWINGS SINGLE DOUBLE - o^c 3.Gate posts on each side of a gate opening to be the same size.At a The seto0500 and use of this Vi m" E'' m`-`. E.-`� -`_ g= E- GATE GATE E'- double gate installation with unequal width gates,size of both posts to Standard Drawing,while designed LL LL m uV zg z be as indicated for a single gate installation of the wider gate width. in accordance with generally CHAIN LINK FENCE DRAWING NO: 4.For cross sectional dimensions of members,see Table 1. accepted engineering principles XI CL-4 8 CL-4R 1%x Up mru 8 Up Uric 12 2% 2% J 5.Posts and rails with sections not shown that meet the requirements of and practices,is the sole respon- 1% 1% 1% 1% 2.72 2% 2 P sibili of the user and should not J CL-5 8 CL-5R 1% AASHTO M181 are acceptable alternates. -2 00 - 7ihru 13 13 ihru 26 4 3'/a dY 2015 '' -2Y x See Oc OPL for acceptable alternates. be used without consulting a N CL-6 8 GLER 1% 1'/a 2% 2 2 4.10 2% 2'k 14 mru 18 271hru 36 645 8 6.All concrete Shall be commercial grade Concrete. g �� ADASICIT oEscnlmloN 7.All chain link fabric top and bottom selvage shall be knuckled finish. Registered Professional Engineer. NOTE:For CLS,CLER,CL-t o&CL-10R,the CL-6&CL-eR hardware is minimum and 8.Chain link fabric for the fence to be installed with pickets shall be 9 gauge does not include slat wind loading. wire woven in 31/2"by 51/2"diamond mesh. - Effective Date:June 1,2017-November 30,2017 RD815 47 OF 78 a CD CD CD CD 8•white line CDval Narrow OouoA 0 o ow u�e ............... ix K Dira0g000l icon 38° 0 CD 8'Mal 4 36 i —L 38 1 in. reZ 4 4- 4- �— —� r psi i �8'while line 20' 4 4 20 ce=d Rd Direction of Tralficl '.> tar lI tav«d trloW Dade W 0 Z elbw Une 4"I.D.PVC,1/8"Wall Thickness angle orientation Z 0 8 M 4"WHITE LINE 8"WHITE LINE 4"YELLOW UNE 1ai 0Bq°°°' CHEVRON BARS TRANSVERSE MEDIAN BARS 0 5 W el- 1'WHITE BARS AT 20'SPACING 1'YELLOW BARS AT 20'SPACING W o O CO O Sign Post Anchor Sleeve Sign Post Anchor CD Yfi CD Sign Post I- 40' 40'�-I (III—^{I --{III (III--iI 1.._ II— --(III W to I--30 I— o0 10` I30• I� B I— I lad I 137 �8 8 8 f _ 1 1 —I Sign Post— o Surface Finished Grade Sign Post Anchor— 0 2.• 1' IL- — k._® I.-— IL-= - lL-IrI- -1rI- -I rI- ,- c000 UY 3 CO \ g 0o f 4"I.D.PVC Sleeve 4'WHITE BROKEN LINE 4"YELLOW BROKEN LINE 4"WHITE DOTTED LINE 8"WHITE DOTTED LINE 4'YELLOW DOTTED LINE Ct f-. O For Ian w°e,0wns For lane eOe,aimNWn and d law Went.. For lane a0enaiOne O ■ Sign Post Anchor Sleeve c O o DLL O CD O fag.--{I '--'{ �g1 i6 _ _ _ _ _-1 4•spata S O Ft ----40 40' o F 12' 12' 12' 12' �10 30' To Subgrade 0 9 �— e 4'spece C ®� �� _1 q.spy:7 R—® ®� V, irvil p NOTES: 4--I I IL I I jroonZoningonz ThatTrSide--I 3 F Increasing Stationing I � p 1. Fill With Compacted Sand. _ �'e 0 .ai 0 2.All Dimensions Are In Inches. 4"WHITE DOTTED LANE LINE 8"WHITE DOTTED LANE LINE NO-PASS RIGHT NO-PASS LEFT TWO-WAY LEFT TURN � 3 O Far lane lines Macwiealio0aarel«mionlerea For lane lines in drop lanes 4'YELLOW LINES 4'YELLOW LINES 4'YELLOW LINES W az0 p 3. For Sign Installation In Hard Surfaces Such _ Z s—ca p As Asphaltic Concrete And Portland Cement O Nu O ® Direction of Traffic O =i a p Concrete For Reads,Raised Medians/Islands o O And Sidewalks. rvefiZZLnav � 3g '1\� 1' g• 1'space 4"white edge lirre IV 041 ne.l 9p ��\f, n. 1l For traversable median 1 O ZO 0 4.During Construction,Prior To Installing The vet J-it. 4•space 4,spau -� t, I Z o z O Signs,Install A Plug Into Or A Cap Onto 4• ti /�fI m' — O The Top Of The PVC Sleeve To Keep Debris �� �rverraw 40' (th 7 �' L4 ' 3g°LLL 0fleOf03fiufi Trott angle onenfation 20'5.See Drawing 6510,Permanent Signing TRANSVERSE MEDIAN BARS 7rocend >) 1 LFor Centerline tor field layout ~ —Edged pavement o Legend,For The Details Of The Sign Pest 1'YELLOW BARS AT 40'SPACING DOUBLE NO-PASS NARROW DOUBLE NO-PASS NARROW DOUBLE NO-LANE CHANGE TRANSVERSE SHOULDER BARS O Anchor Assembly. For use at painted medians where O distance between lefttum renees ewe*20o' TWO 4'YELLOW LINES TWO 4.YELLOW LINES TWO 4"WHITE LINES 1'WHITE BARS AT 20'SPACING Z O CD) t-3'S• 11T CD 0_ p r a. -y 1-� 1 -� GIG.eOONNO. no BASELINE REPORT DATE.WHIM.ts T _ Wheel Stop .:'.;9 H'_2'—{ 1 t H- 1 I t NOTE:All maenel and woomensbbenal be in acwoencener CL - -n F'o _ 1. . . y:li ma arrem Oregon Standard spemeuenuns Q i L whine line I i o- . . . . . W OREGON STANDARD DRAWINGS Ci) 2ne 1. The selection and use of this J ba \` ``•' Standard Drawing,while designed \�' in accordance with generally PAVEMENT MARKING �_�'` '' accepted engineering principles LLI -I �ir4"while line Direction of Traffic Direction of Traffic and practices,is the solerespon- STANDARD DETAIL BLOCKS O CI al DISABLED PARKING DETAIL(white) YIELD LINE(white) BICYCLE VIEW LINE(white) sibility of Me user and should not 2015 �°r4 WASHINGTON COUNTY SIGN POST INSTALL IN P.C. o be used without 00000Snga DATE REVISION DESCRIPTION ' — 'DEPARTMENT OF(AND USE& CONCRETE OR ASPHALT LEGEND Registered Professional Engineer. cpesrapwnm3'- z 'TRANSPORTATION Direction Of Traffic,Increasing Stationing IL—Lane line dimensions are shown On the on,rso,a Nmawe norm e c w,rea.aun0 TM.a.ww— CD open ENGINEERING SECTION Or Thru Traffic Side striping plans Cn PLOT STAMP:02/24/11 5:39P KELLYE EFFECTIVE DATE: 3/18/2011 WASH.CO. 6050 R:\SECURE\STANDARD DRAWINGS\2015Standards\I7 January\plot file_TM500s.dgn I:Default 1/3/2017 9:40:10 AM hwyr30c TM500 I CAD:6050.DWG Effective Date:June 01,2017-November 30,2017 ® 20' —G6�8• a,, y ® ® I 3 Panevea wdacea I firz� -I I-r1� � _ ewnmna LWE •6 pwI� T 1 ' I yBIKE OH i I M Las e11111< 1. IBW nED SE� m� J.Msas Sign o-t see TMsos I Fence J D.a ® MOT,e -•i 1'-- Alternate �' Edpea u3i�e RAILROAD CROSSING(white) NARROW RAILROAD CROSSING(white) BICYCLE RAILROAD CROSSING(white) HIGH-OCCUPANCY VEHICLE `"^ `.•s tip 1 Nwemam .'.I�r.a.1'm ..- MIN wl per 000T Ran crossing Orderer as snows. leswl per ODOTar Crossing Omer«aeshown. Imnll per roesw,T SW Growths amer«as snows. CATTLE GUARD(white) y, Q For len«proportion&Nils,see ou„em version a Standard Highway Signs For letter proportion deceits,see wool version aaadard Highway Signs F«beer proportion del.,see cement version a St are Highway Signs DIAMOND DETAIL(white) co • For ad fence details.see Sta.Owe.R0110 CU= I- < cD, ,z•e•—_1 a { 6� — L I a L o �tre•--IL 131I4 O 4—s'—II ,_ STRAIGHT ARROW(white) LEFT TURN ARROW(white) RIGHT TURN ARROW(white) LEFT TURN STRAIGHT ARROW(white) RIGHT TURN STRAIGHT ARROW(white) (—) RECORD DRAWING For arrow proamada,an,,,..a veraona standard Highwaysgas Far WON propmion d0ecb,aes tanastandard Nig.. Sipne For arrow orogen.d2aee.see anem.eacn a samardognwon signs Fa'ems,oputia MMeia eesaneeaeaa Of Mend.HrMwnnroe Farrow proportion derails.see anon.oabn a standard Highway signs w ai IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN S �� I I "sA a E-G E.0 no• O ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. P THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF L L I a•L 2 mL aL W W S. THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION -� 1- j " 6 r�,r� T d. KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN I W C/) PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. I I—ag' Q fY ♦— N COMPLETENESS WALLIS ERING IS OF THE INFORG UPON THE MATION FURNISHEDURACY AND BUT ASSUMES NO �e �6 O W o RIGHT TURN LEFT TURN ARROW(white) RIGHT TURN STRAIGHT LEFT TURN ARROW(white) ELONGATED LEFT TURN ARROW(white) ELONGATED RIGHT TURN ARROW(white) RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR or ea ) s ELONGATED STRAIGHTARROW(white) ) ) FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN F arrow eea end a w msb mHg waysg F°scow prepnaandecaia,eea end version msa Standardspna F°raro pop°ldnaeNla.era«am aaanmsamamHpnwa sane F«awwww«uanaaab.see currant canton asamamHyNeysy» For arrow wwouondaab.see anem asono sbdwHghwa Skins _ W INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD ESA 6a �� a ® I.41 erg C� 7a�� O < O . DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OFIL CC RS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. s� ��_1 ,L n_ � 1i a r e- ' 1F W w 1- Is. .1 f T _ F 1--ag L---J U (u ELONGATED LEFT TURN STRAIGHT ARROW ELONGATED RIGHT TURN STRAIGHT ARROW ELONGATED RIGHT TURN LEFT TURN ELONGATED RIGHT TURN STRAIGHT LEFT TURN . I I a (white) white ARROW(white) ARROW(white) . For arrow proamon delab.eeeanem 0e000 of S.Mv/Hgnway.ono For arrow proportion riddl,warred version of standard HigMey Sans For arrow proportion details.seeanmtversbn of Standard Highway Signs For avow p,oyu0on eelan,see award Kw..ot Stallard Highway Wens Oeooe,w oc BASELINE REPORT DATE °Te,00,a „ O ��� �s1_07, NOTE:All maedd and wommanehip anal be In ewordenre wind �Anow orientation •shown is the current Oregon Standard ahNI be in used Nwati leneends. General Note: kl Porlttbrearp I `� T 1.Center pavement markings within the lane width. The selection and use of this OREGON STANDARD DRAWINGS �I l sae mrmm 2.Arrow and letter dimensions nominal,excluding WWA. Standard Drawing,while designed CI It ,1 in accordance with generally PAVEMENT MARKING LANE REDUCTION I Edges ,a 20 accepted engineering principles DRAWING NO: ARROW(white) ,M1�p°N° " and practices,is the sole respon- 'i' STANDARD DETAIL BLOCKS gFor arrow proportion details,sespwrent ' zo WRONG-WAY ARROW(white) sibiliy of the user and should not 2015 t00f of Standard Hg w.alga be used without consulting a DATE REVISION DESCRIPTION ti mrmi 6 Registered Professional Engineer. s Ia,M3«wawa 00a I0a....,.a wapun. a R:\SECURE\STANDARD DRAWINGS\20155tondards\17 January\Mott tie_TM500s.dgn::Default I/3/2017 9:40:37 AM hwyr30c Effective Date:June 01,2017-November 30,2017 TM501 48 OF 78 IIIMIls W 2a I I ® 0.Telbw°40Irec0onN ® e0' T. 00, R�0 q'WnHe Maro.plrallonel <�, LJ IX Et Yellow Dne Type I ReRxmr pe I RMMa rr IL 7 4•YebTypeI e=bn=� �tt>}� I'�'w'�a—•�'{ 0 m 16 �36 Im1ex.° Bn y101— 1-10'7—'7 40' TWelRefleclar �— IU 0 KZ 11 °°�k �_ ® 4—m ® ® m Im ® 7-is-1_, J s• 1r -- 1s—J z l,i ye n 4'YNlow Type ll BWlon Lis Hsi �a� �1s� s �� mrecapn a Tremcl > •woosM D,Irecaor 0¢dw ierneM leyoN (~J Eireni,n 0lrIEIl0 > Trpa l Ran«lo< w 0 z a TRANSVERSE MEDIAN BAR SUBSTITUTION YELLOW BROKEN LINE SUPPLEMENTATION YELLOW BROKEN LINE SUPPLEMENTATION WHITE BROKEN LINE SUPPLEMENTATION WHITE DOTTED LANE LINE SUPPLEMENTATION Z O o rn BUTTON REFLECTORS WITH 4"YELLOW BROKEN LINE REFLECTORS WITH 4"YELLOW BROKEN LINE REFLECTORS WITH 4'WHITE BROKEN LINE REFLECTORS WITH 4"WHITE DOTTED LANE UNE CD S W a 1r 1 00 \TaTT Renato rrectlon= w-z ® W o O a w' + 'VUTRe Mona-UteclionM 0�6 12' 12' Thm Traffic Sitla� p- Typal ReMctor IOa4am4eMx°Nan }I-9eanV 1YSpxaFIL—t>■ =T p.o..ere IL,�� J—f A p ir 7 ad of Rwea""an --q'e.-1r- -1r �� ti— —1 - �'I� r �20 G R --T R-- rspce Or WNW Moth-Direction= 4° 214'M'hM Mom Mrectlaml Thor Traffic Sete== •WNW MTYpeI Raflecbr= Neu Traffic Si. r pd' owes.Of TraHk� Tya l Reflector Dlrectlan Of TtaMc� Type 1 Reg:No'n 03 U S WIDE DOTTED LANE LINE SUPPLEMENTATION WIDE DOTTED LANE LINE SUPPLEMENTATION CHANNELIZING LINE POSITIONING GUIDE CHANNELIZING LANE LINE POSITIONING GUIDE CHANNELIZING LINE SUPPLEMENTATION m REFLECTORS WITH 8"WHITE DOTTED LANE LINE REFLECTORS WITH 8"WHITE DOTTED LANE UNE REFLECTORS WITH B"WHITE LINE REFLECTORS WITH 8"WHITE LINE REFLECTORS WITH 8"WHITE LINE Q fit SGii ' 0 0 •v=low ai a SDT0.T I ® •VNbw 04Urecna, ® •vallax B4olrectlonel .� 4•Y=bwB freCbna T IReeata 20 T G TYPe ReMMr YDe TYPe I Reflector YM Raneomr E in Tbm Tramp SWe� �pv{py PB1� y r Span S L —1 r e a k.— r��—�� ��2•°� �;r 2.m m m m ph=maws L_za-4—zo'-1 Tnmr —q'Sv'� I-4•sreca / Z. / '�4. 1^ ° iN Traffic side=> Teo Tralec siee� C C W ��N IL For Centerline IL Far Centerline or Left Turn lane 1-e J MTrpel Reflector CC CHANNELIZING UNE SUPPLEMENTATION NARROW DOUBLE YELLOW POSITIONING GUIDE NARROW DOUBLE YELLOW POSITIONING GUIDE DOUBLE NO-PASS POSITIONING GUIDE DOUBLE NO-PASS POSITIONING GUIDE Z .<z REFLECTORS WITH 8"WHITE LINE REFLECTORS WITH TWO 4"YELLOW LINES REFLECTORS WITH TWO 4"YELLOW LINES REFLECTORS WITH TWO 4"YELLOW LINES REFLECTORS WITH TWO 4'YELLOW UNES — x a ® ® Z a o m LS•spape m _�..a 4a—{ 4a 4a—{ Lx.Y 1.+a 1 IITN z UmM.F°ee"a SIDE °Yet -Dkectimal 4 ® m Isl-Dlr.aiRw s =low M.D.... oho t Type age —r Type I R.N. .III 0 Ir Type I Reflector la( r� � 'Space f 'Yell ,,,,„.. I I� 1 ® e�® m Z O IL—. w .T 6 Typal Helbcta ® ® II- m I 1. TMU Traffic Sitle� 10~ --40' 4a� q•8pece� q•Spea� Increasing Stationing mrmei.lR Steaming� Thti Traffic sial YELLOW LINE POSITIONING GUIDE NO-PASS LEFT POSITIONING GUIDE NO-PASS RIGHT POSITIONING GUIDE TWO WAY LEFT TURN POSITIONING GUIDE REFLECTORS WITH 4'YELLOW LINE REFLECTORS WITH 4"YELLOW LINES REFLECTORS WITH 4'YELLOW LINES REFLECTORS WITH 4"YELLOW UNES CD Z General note: ...BOOK 5o. .III BASELINE REPORT DATE. rot.,e 0_ 1.)Surface mount Raised Pavement NOTE: TO tretedel and workmanship shell be n mardena with L.L Markers(RPMs)unless otherwise specified. the seem Oregon Standard Specifications Theselection and use of this OREGON STANDARD DRAWINGS Cr) LEGEND Standard Drawing,while designed __J <=1mir lion Of Travel,Increasing stationing or in accordance with generally PAVEMENT MARKING ej Q Thru Traffic Side accepted engineering principles 3 STANDARD DETAIL BLOCKS IL—LAM line dimensions are shown on the and practices,is the sole respon- Cy WI plans Sibility of the user and should not 2015 Q cn Na Mono-din0050nal crystal white marker be used without Consulting a DATE PENNON DESCRIPTON — reflects white to the left inthissymbol Registered Professional Engineer. ETams Usd5.0LLSew.ntm TRw,tensor een.m.Twun.aoew.l.. z m Bi-dirrt,s I yemw markerrenearyrlow C r1 both left and light in Nis symbol `/ ":\SECURE\STANDARD DRAWINGS\2015Standards\17 January\pl atfile_TM500s.dgn::Def aulO 1/3/2017 9:90:59 AM hwyr30C TM502 V) Effective Date:June 01,2017-November 30,2017 O © itun bp6m'mngex. \ © &2 C E=end m EP if Xd. 432:1_Varies 1 �NacMal W —1 �arlas 1_ ��� lJ Q rf r -- M[ 1...---'. to' woos L"m G \ Lt I Etlge= ��Ilne y WE. Paeament IE 3- 12'L Iw 41 4 enr .�=3 STANDARD CROSSWALK STAGGERED CONTINENTAL CROSSWALK STOP BAR STOP BAR-LARGE RAMP METER STOP BAR =W=t 0 I m O TWO 1'WHITE BARS 2'WHITE BARS 1'WHITE BAR 2'WHITE BAR 1'&8"WHITE BARS al Z Install per Stand.Drawing DMZ Install per Standard Drawing WSW Install per SmMem grrnMg TM530 IneW per Standard Drawing TWIG For maidens ramp meter applications W CD CD CID ® O 64' BUS MCD O ro � I S �O�y -1—�y BL TO y 7 —I- a LBV Et 'II FPS N b'—i F�6' 6 6'— F�6' •6'�6'-1 6� 9By L J G 8• c BIKE RIGHT TURN STENCIL(white) BIKE LANE STANDARD STENCIL(white) BIKE LEFT TURN STENCIL(white) SHARED LANE MARKING(white) BUS(white) RECORD DRAWING marking venom lane widthFor . eOfMem mamma veswithelwf St CentimarkingwNt Mrwwitlmaasehow go, Center msoeonhnwm nth U For propo=an aelNenaweeawag wihiintlnwidth Highway sierra tan aeteLenten yin lnne widtb Mend. signs For pnNorr tt details .wsion=width niy�wey Signs F«IeorotRCnterreearrem.wei..ces shown Highway Signs a„arl>;npatwe thrones marking W�.Wnewidth,gmiog a( ll�pltwav stuns CD -Ts IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED INLLI ® aRa ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. _ CC THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF toCIii0SS N °I II — THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION H I L I ON LLJ KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN .�I too■ L I I_iJ [� PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. I—B B— 0 B L—T• Le'— i2 O — t" WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND C I— Z G COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO SCHOOL(white) SCHOOL-LARGE(white) CROSSING-LARGE(white) X-ING(white) ONLY(white) (� LiJ Center Nadine within MnewMN Lenten marking within WNW=,wo lanes Center marking within width of two lanes center mastnewflMn lanewEth Lenten marking wfthn wrowidth I— RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR Fa lenerpmanbn Mails.sae anma..mmnasamwtl Highway Signs For learprepmnatt damns,sea anem.ersionaSeedbed Niehwav signs wren.rptopwtgn tlNNls.sa.anant.wvonasantlwd.ow,signs Fnntterpmmmpncet=ls,see ammtywslan=swmerd Highway stow For tenth Pamriian aeal...ee aaemyereia=smnawa Highway stem FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN L.- -I LJ if, INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD 12. O < , DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF to.I-� r to-I— O ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. T +1.. \_4• . EtNMamng ' - q ON-STREET PARKING DETAIL(white) • 124 sCAM BOOK NO. .b., °ASEuOE REPORT DATE,mu rome „ NOTE:All material rend egonSworkmanshipah=I ea ineccortlencE with General Note: the anent Oregon 6mntlaN Spe=ecaeom ZEIT kH 1.Arrow,letter.and bike symbol dimensions nominal. The selection and use of this OREGON STANDARD DRAWINGSCI �ml Standard Drawing,while designed accordance with generally PAVEMENT MARKING accepted engineering principles STANDARD DETAIL BLOCKS DRAWING NO: i' M and practices,is the sole respon- 12 cnsibilry of the user and Should not E2015oEacmPTltxi w be used withoutconsultinga 7 „In LEGEND Registered Professional Engineer. moms Ad4.a strla.ml. Direction of Travel R:\SECURE\STANDARD DRAWINGS\2015Stanclords\I7 January plotfile_TM500s.dgn::Default 1/3/2017 9:91:91 AM hwyr30c Effective Date:June 01,2017-November 30,2017 TM503 49 OF 78 Y •Slop bar shall be laced as near as possible to the intersecting traveled way. 0 0 Locate stop bar aemin.to 30'max.in advance of the extended fog line. edge ope t,or curb face.Minimum stop bar distance may need Om VV to be increased,depending on location Of petlastden rempe(see Detail'A') IX CC re © ��® Q © and/or vehicle turredii(sea Detail"B").Field veiny sight distance and buck Z r movements, Z OZw -- 4'cNe.lo SO'max. --- d.=aw Li 0 zit 0 ph RCD Pm, _ L�Swa Nihtuoaming vehicle® ® ® ® ® © © I va W 0 0 co (d4 not snipe) �_ =— \ •4.min.to 30' © , Pace slop bar outside of W - 1,...,.:___ -' _ • - Throat of ramp turning vehicle's swept only __ < �� 2'to 3'IromthroelN G \� S \� ramP edge to stop bar YB MS ISM i.A. C?:-.) V ems sae SEST (III > Y R i 0 s l'' ) Swept path of turning vehicle CO C-)0 `' Edge line terminebon f If shoulder width CO shoulder B'or more Detail'A' Detail"B" C1 1— STOP BAR PLA EXENT WITH STOP BAR PLACEMENT WITH & PAVEMENT MARKINGS FOR TYPICAL INTERSECTION // RESPECT TO PEDESTRIAN RAMPS RESPECT TO TURN RADII lk ti Z SIDE STREET LW/2LW/2 N yJ' -S Throat of Ramp I �� >hht �� SIDE STREET - (TYP 3'to Sy � a. J> fare WkIM(LW) _ p jai ® (both sides of ramp) © G pi <zce _ - I L a'min. cso w a 4:10h l i 1^j i` —,��1 0-o s' lot taro line0 I�I B I U I 7 stripes with 3'to 5' —►� o 00 p \ \ \ \ ahowabecen�epbaonLand cw J Z z T— LW strifes to avoid wheel backs) I ' g Wheel Tracks Beginni of RN-2" (Ty.ertl�an wdmn m G right tam lane) a a STANDARD CROSSWALK BARS w¢ STAGGERED CONTINENTAL LAYOUT AT INTERSECTION r� i 0 �—} C) End Dr"W-2" g g 0 To be accompanied by Standard Dwg.Nos.TM500 thru TM503 Z (Typ.at atan of taper) General Note: — Wheel track of 1.Install crosswalk bars such that the throat of CAW. BO OK ensaws RsaoRTwTs ,or n_� 10' •\ turning Vehicle ADA ramp is eMirel within crosswalk markings. NOTE All I material end workmanship shell be in accordance with f - or 5'back of extended fog line,edge of pavement or curb face. the current Oregon Stand.Speclac e.s Q SIDE STREET The selection and use of this OREGON STANDARD DRAWINGS CI) cn AGeneral Note: Standard Drawing,while designed _1— Install bike lane Stencil to avoid INTERSECTION PAVEMENT right fuming vehicle wheel tracks. in accordance with generally MARKINGS(CROSSWALK, <C accepted engineering principles LEGEND and practices,is the sole respon- STOP BAR&BIKE LANE STENCIL) C7 W co sibility of the user and should not 2015 0co INSTALLATION OF BIKE LANE STENCILS INSTALLATION OF BIKE LANE STENCILS Direction ofTrevel _ FOR BIKE LANE SEPARATED BY RIGHT TURN LANE FOLLOWING INTERSECTIONS be used without consulting ,aemte a.w•ce awm.m erm.•.a e•e•Im.rewar s.w1 IL-Lane line dimensions are Registered Professional Engineer. Z shown on the alnping plans CD F:\mgk\Traf tic\Standard Drawings\2017-January-Updafe\ploffile_TM200s-500s.dgn l:()eh cult 1/3/2017 4:08:43 PM hwyr20m TM530 Effective Date:June 1,2017-November 30,2017 TAPER TYPES&FORMULAS NOTES: NOTES: NOTES: ��krea�LaL • TAPER FORMULA When paved shoulders adjacent to excavations are less than • Install PCMS beyond the outside shoulder.when possible. • Install Flagger Station Lighting beyond the V I N. Merging(Lane Closure) "L" four feet wide protect longitudinal abrupt edge as shown. outside shoulder,where practical. =$ zs Use the appropriate type of barricade panels for PCMS location. f O Shifting 'L'/2 Of'NV • Use aggregate wedge when abrupt edge is 2 inches or greater. • Right shoulder,use Type 13(III)R • Use six tubular markers in shoulder taperm Q N Shoulder Closure _'L'/3 or I"L" Leh shoulder,use Type B(111)L on 10'spacing. t>•v'm 0 oak B� Flagging(See Drg.TM650) 50'-100' • Use six drums in shoulder taper on 20.spacing.The drums and • Place cart/generator/power supply off of the C/1��N<^ o c) Downstream(Termination) Varies(See Drawings) barricade may be omitted when PCMS is placed behind a roadside barrier. shoulder,as far as practical. ,—r/e>o *Use Pre-Construction Posted Speed to select • Detail as shown is also used for �� o 2 cr O the Speed from the Tables below: Portable Traffic Signal installation and V/ Z Smart Work Zone System. Q CONCRETE BARRIER FLARE RATE TABLE pavemen �2"or Greater 100' so' = W rfl *SPEED(mph) MINIMUM FLARE RATE T�3 ——- ,, ce 1 2=- 20' W S 30 8:1 1 I Portable changeable 8'B(I ll)R nagger Station 10 4'B(II I)R a 35 9:1 \\` message sign(PCMS)� 2—Temp.Plastic Drums 40 • to:: — 4 -- ---EEE Ma'28 r Tkeurs bular 45 _ 12;1 Shoulder Or — 50 14:1 aggregate base rock aZ •55 16:1 - _ 7 60 18:1 65 19:1 70 20:1 CD RECORD DRAWING PORTABLE CHANGEABLE MESSAGE FLAGGER STATION LLJ IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN g MINIMUM LENGTHS TABLE EXCAVATION ABRUPT EDGE SIGN(PCMS)INSTALLATION LIGHTING DELINEATION O ACCORDANCE WITH THE CRY APPROVED PLANS AND SPECIFICATIONS. E "L'VALUE FOR TAPERS(ft) NOTES: GENERAL NOTES FOR ALL TCP DRAWINGS: THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF *seaeolmpnl w-Titneershemderwxlmmitsuoeaacralsed BUFFER'S'(ft) e o o Temp.Plastic Drums I— 0_ W 510 W=12 W=14 W=16 • Abrupt edges may be created by paving,operations,excavations • Signs and other Traffic Control Devices(fCD) See TCD Spacing Table LU THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION 25 1os 125 tits 1ss 7s or other roadway work.Use abrupt edge signing for longitudinal shown are the minimum required. for max.spacing. KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN 30 150 180 210 240 100 abrupt edges of l inch or greater. LLJ • Place a barricade approx.20'ahead of all • 28.Tubular Markers C H PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. 35 •205 245 285 325 125 • If the excavation is located on lett side of traffic,replace the sequential arrow boards. See TCO Spacing Table ..(:.C) �' 40 265 320 375 430 150 8'B(111)R banicades with 8'B(I11)L barricades and replace the for max.spacing. I— rn WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND 45 450 540 630 720 180 'RIGHT"(CW21-8C)riders with'LEFT-(CW21-8A)riders. • Arrows shown in roadway are directional arrows COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO 50 500 600 700 800 210 tondioate traffic movements. I— RESPONSIBILITY RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR 55 550 660 770 880 250 • Continue signing and other traffic control devices UNDER TRAFFIC FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN 60 600 720 840 960 2e5 • throughout excavation area at spacings shown. • Al ynsrare r 48.x 48"unless eetiogerwise shown ® UNDER CONSTRUCTION w a 65 650 780 910 1000 325 Li _I INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD 70 700 840 980 1000 365 • If roll-up signs are used,attach the correct(CW21-9) baokground of all temporary warning signs.lit O FREEWAYS plaques to the sign face using hook and loop fasteners. CW21 9 • pa g signs mounted on herder sign supports shall be 38" 36".DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF Place rolkup signs in advance of barricades. All diamond shaped warning gn gn ppo M ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ss 000 l000 loco 000 250 Plaques All other signs mounted on barrier sign supports shall not exceed 12 sq.ft.in total sign area. CL _ 60 - 1000 1000 1000 1000 285 0 _ 65 1000 1000 1000 1000 325 c �,a I= • Low speed highways have a pre-construction posted speed of 40 mph or less. Cl- 70 1000 1000 1000 1000 365 ABRUPT m O Rr 32x11 High speed highways have a pre-construction posted speed of>40 mph. NOTES: EDGE s I • C� (I) — •For Lane closures where W <10',uae'L'value for W=/0'. 32x11 • Do not locale sign supports in locations designated for bicycle or pedestrian traffic. •For Shoulder closures where W <10',use"L-value for W=10'or calculate-L-using CW21-BA LEFT RIGHT CW21-eC (As needed) 10101171 • Combine drawing details to complete temporary traffic control for eaoh wOrk activity. • - ^ formula,for Speeds>45:L=WS,Speeds<45,L=S'W/60,S=Speed,W=Width gx18 (Roll.up sign) 32x, Imo( a (As noted) 42318 �/ s TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE (As needed) To be accompanied by Drs.Nos.TM820 5 TM021 ,0 (Mount a ed) 1� C *SPEED(mph) Sign Spacing(ft) Max.Channelising cove.eooxxo. BASELINE TMOB-01 O1JAN 2017 r`I A B C Device Spacing(6) Abrupt edge NOTE N m• material and woemehip she( a be In eor fence withEril ir the arrant Oregon Standard Specifications 20-30 100 1 W 700 20 tl l 35-40 350 350 350 20 pl////%//O///O////////%/�////�////// ''f////////�/////]//A �. The selection and use of this OREGON STANDARD DRAWINGS 45-55 500 500 500 40 Standard Drawing,while designed 60-70 700 700 700 40 8'BOIER e'Bo6)R in accordance with generally TABLES,ABRUPT EDGE AND S x Vxmi. 'Ami. 'Ami. accepted PCMS DETAILS DRAWING NO: Freeway 1000 1500 2640 40 and practices,is the sole respon- s co NOTES: sibility of the user and should not 2015 Id 0 ••Place traffic control devices on 10 ft.spacing for intersection and access radii. be used without consulting e REVISION DESCRIPTION •When necessary,sign spacing may be adjusted to fit site conditions. Registered Professional Engineer. oTre F limit spacing adjustments to 30%of the"A"dimension for all speeds. D Noss TYPICAL ABRUPT EDGE DELINEATION 01-01-2018 REVISED DRAWING AND NOTES I��•...ir REVISED NOTES Effective Date: June 1,2017-November 30,2017 TMS00 50 OF 78 11 t�t A ".� _ tij tit LE CC 1 00 1i G202 Om warty 1 u a • � aB a WZ .- .- ' B // Ozd <ep a <. . a `�" i r y ui= W `\ �• 020-2x1 :O � 1 WUOM O e �BUBar'B' A — A I .. U'S zoo") p • 1 FIa99er i, ,t �� Lneva( I WOO RE r Buffer 13. \\ W Sequential Arrow ,,,Be "-Taper _ —u —- 8'BIB '., 8'BiffiR I-" yy p Z r I p • SequaMal Arrow m Buffer 8 B(111)R Tapar-. Rz T 3 S$ A Mn m Y "aver s B Im,o°wawl A U o l_ S A A �R�ger G20-2 m G20.2 1 4} tat: �: I I �I _ A 48.4 f� fn aex2a B C a za •I'. ' B 3 _ �f — Ba 1 2-LANE,2-WAY 2-LANE,1-WAY `` g SHOULDER CLOSURE RIGHT LANE CLOSURE c it .tt - c z I: c. I. , - t I.qi 1� 2-LANE,2-WAY 4-LANE,2-WAY W N p leo :R.1 ] - ONE LANE CLOSURE RIGHT LANE CLOSURE,NEAR SIDE I 3:: 3 0202 �I�lit <z U tp ge"2q p A lR G93-°`l GENERAL NOTES FOR ALL DETAILS ? a $ 1 G2a2 • Additional Traffic Control Measures(TOM)may be required for all legs of the intersection W Q i O I I E. 48x24 • The CW23-2 bit sign shall be used on drop with the"BE PREPARED TO STOP' 3 4 51 m w BD-tin' ( Isym gn only conlun (W-)sign. O Sequential Arrow • To determine Taper Length("L")and Buffer Length("B"),use the"MINIMUM LENGTHS TABLE'on Drg.TM800. Z Z z-Q SB lItHE lArtow 0 O I B'8(I10F 8'BOWL • For leff lane 9r shoulder work,place TCD to close left lane ar shoulder ED")W FT LANE CLOSED AHEAD°(W20-5)sign, lal/r ,l °LEFTIANEENDS°(W42L)symbdsgnor'LEFTSHOULDERCLOSED"(W21-5a)sigrywhereapplcable. 0 xO �// �// Z Z �'7. • To tletermme sign spacing A B,and C use TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE on Drg TM800. z y ti ..• • When a through road intersects within the work zone,place a"ROAD WORK AHEAD"(W20-1)sign in advance of the intersection at sign spacing A. \\\ J/� • Use plastic drums m lane closure lepers when the posted speed Is 45 mph or greater t' "' 4," " ngth dft turnetermined storageane • Where shouker width le limbed,Sequential Arrow may be placed within the lane closure taper. •(t' ROB Se0ries • t $_byfll Engineer • Place Channeliirig deuces around intersection radiiand construction areas at 10 spacing. CD l mnowoRxl A 30x3 I' a ,I • Installs"BICYCLES ON ROADWAY(CW711)sign in advance of the closure when a bike lane is closed,or when the shoulder is closed z $u4 1 and bikes are expected. 00100Ow— I R9-7 caucaoonxo N/A eAssurvs Assonncoro 01JAN2017 - > 1 t R3-7 Sequential Arrow }t 30x30 30x30 8'BII10L i 1 I 28.Tubular Markers NOTE'All materiel end workmanship shell henaccordance wen 6 See TCD Spadng Table on me areal Oregon Slonderd S IIIIIII 1: J TM800 for max spacings. pec�ficarona I I OREGON STANDARD DRAWINGCn S I — A •28"Tubular Markers The selection and use athis (n �N IRosaane•I 2� See TCD Spacing Table on Standard Drawing,while designed 1444 C 48.4 I: I A/,•.,.• TM800 for max spacings. Q NOTES. ♦t t a8�¢ in accordance with generally • When worklsnpplacafor - NOTES ! B f:.: 1UNDERTRAFFIC accepted engineering principles INTERSECTIONWORKZONEDETALS I— H • 14 cunseceWe tlays or more, • When work,s n pl for I I- and practices,is the sole respon lace temporary lane direction : •``� 14 consecutive d y ®UNDER CONSTRUCTION CD w -.- CO place n r mandatory turn arras, lmore, nedirection 1 pends n t t C be used of the user and should not 2015 CI — 41. as snown or directed. I: re I 1: ���� To 8221 accompanied T by Drg.Nos.TM520, be used without consulting a REVISION DESCRIPTION �antleiory tum arras, _ 4-LANE,2-WAY hewn or directed. 4-LANE,2-WAY Registered Professional Engineer. eeeZ 07,01-2010 REVISED...MI.AND NOTES RIGHT LANE CLOSURE,FAR SIDE LEFT LANE CLOSURE,FAR SIDE inn,-2017 REVISED DRAWING AND NOTES C Cn Effective Date: June 1,2017-November 30,2017 TM841 NOTE: *El * * •Limit work to one corner at a time �,�L . RDEwoix aro D 1:1DE OUR DETOUR to minimize pedestrian distrupti0n r/ I� — DETOUR DETOUR y �� and detour length. I:i O M4$b M0.9b CROSSXeR Ma@b MI@b ,al( l fibit: t Q N R9-11 VI 30x26 ^ �'�!m � 44 30x2a 30x24 24x1a (Mpuril an B(IgL) (Mp•N on MDR) DETOUR \ (Mount on B(IgL) (Mount on BIIIIR) �, y ��a (Menton BRIM / oak (niv � INSET'A' 20R4#4 30x24 t o iiii!�: Exxs Iii � (MOWN an MLR) (MauM on BIIIIL) — >n O IA See INSET'B' yy rill, z WOO •� Petleshian ll ouR Petlestrian 11r,10;:ce. EVBeixa22-8 `D•ev nalva0anco —J�See lscBO C' MO'Ob30.4 ~• %% /,iik' _ (Mount on B(IgR)• ace4lmnlor // R99OR22-8 PCD along each '�/ 20E12 %/ — —� gm of existing DEk. 1DR L lwlo�z RegaO')Lel (Mountaone00Lel 11111111ko an O . . M0.9b CIMrinelizagon I BIDEW \D SID..CLOSED —• I- 30 24 Device _ea U WITHIN ROADWAY (Mount on B(119 � „ rNOTES: R911 RECORD DRAWING m SIDEWALK DIVERSION •Ramp mustmlvary. D ot,R �^ 2ax,B LLJ Or 'a NOTES: Ramp must meal 24x12 •Place or construct temp.sidewalk ADA requirements I (Mount on B(101A) (Mount on B(10y IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN '� I. M�ga (2Regd.) 0 incl.max grade of 7.5%d de. ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. E ramp,as nee and max cross slope r (Mount30o2eIgIR1 THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF •For roadways with apre-construction mrn. I— o THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION posted speed ot40 mph or less. PCD 4a',min. 8�\ 1k w pain aeuo.qc, I� DETOUR n KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN •See inset"A"for Temp.Sidewalk Ramp w DETOUR C L--I Cr) PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. details. y CROSS ER�� M4 b Q 'Li WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND •"w..60",or,where 60"width cannot be �����q,',',','.• M4-96 R9-11 3°#A ~ COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO maintinedthrough the eMireroute. nee r•�Q1,'•'••••• 30a4 26E8 sDwwxa¢® y MouMonB(10L) C� (� w provi¢38"min.width with 60'x60' �C. - (Mount on BMX/ (Mount on slllle) * RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR passing spaces every 2o0g. ����i1 DETOUR �= DETOUR ~ FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN ,Planter Md sorohersarfaesmadbe . I Or ~ <RE ~ LL J w INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD replaced ADA-compliant TB p' a alkRap it,� M4-9b Ro-„ M0.9b O < p p INSET"A" /j/Ito0 24x18a O DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF L RDD 4e".min. Mo ntgn Bllnu (Mount on BOOR) ill , (Mount On BI10RI ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ' L!J _ (Cleeure Detail) // 3 I Once a'(rein.)Of INSET"R" J �rJ C.) (n PCD geach ad ,existing SIDEWALK CLOSURE,MIDBLOCK ant k (am.Detail) B 0 0 INSET"C' ww GENERAL NOTES FOR ALL DETAILS: L SIDEWALK CLOSURE,CORNER „ . 2/ o -w• "' �; • When closing or relocating crosswalks or other pedestrianqq<q,gq,rgq N/A BASELINE REPORT DATE 01JAN 2017 A facilities provide ADA compliant facilities.Include accessibility Iv::.-I UNDER PEDESTRIAN TRAFFIC r/FFII ,;, features consistent with exciting pedestrian facilities by providing NOTE a oetrie wm l and waman p anal tie in accoaccordancew+m V accordance adequate slope transitions and surfacing. 17 UNDER CONSTRUCTION current rrent Oregon Standard Specifications • Provide non-slip,fiD inch minimum wide surface through enure OREGON STANDARD DRAWINGS iii pedestrian route.If not possible,provide 36"min.width with �^^4 PEDESTRIAN CHANNELIZATION DEVICE The selection and use o/this 80"x 80"passing spaces every 200 feet along the route. Standard Drawing,while designed • Only TCD for pedestrians are shown.Other devices may be To be accompanied by Drg.Nos.TM820 in accordance with generally TEMPORARY Pedestrian 8 TM821 accepted engineering principles PEDESTRIAN ACCESS ROUTING C e rieliaalmo necessary to control ehmmanraffiO. DRAWING NO: "� and practices,is the sole respom i 0:. oewce • Stage work,as necessary,to provide a temporary pedestrian slbility of the user and should not 2015 -o AA access route at all limas.For roadways with no available detours, be used without consulting a RIPTION - /1 maintain one open sidewalk at all times. Registered Professional Engineer. \J� ti ADDITIONAL RIGHT OF WAY SIDEWALK DIVERSION • Minimize pedestrian out-of-direction travel. n,.m.2a,7 REVISED DRAWING Arv9NOTES Effective Date: June 1,2017-November 30,2017 TM844 5 1 OF 78 NOTE: Ce oo Q •Continue"LOOSE GRAVEL"CW8.7a and"DO NOT PASS' .Continue y ( 1 ®' 1 Continue"ABRUPT EDGE'(CW21-(7,9)) ®' mrf 0, "�T O O (R4.1)signing throughout Me area at spacing shown. and"DO NOT PASS'(R6.1)signing �' rn°a R eM CC / \ . / - R4-1 R4.1 *_,,,It' hnnughoul the erectel spacing shown. R4-1R41 R4-1O mSPEED •Use cunt sory speetl'X%',20 mph less,han the pos etl01e384.1 �g1e38z4838x48 38x48 38x48 W CENTER CO) peed,or as directed.'XX MPH'placard should not o<Z LANE _• V exceed 20 mph bolo the pre-constructionposted speed. 7 Loose sand %mi. 'h mi. 'hm A 'h ml 'hm A OZW or STOPLI MIT —_--- gravel area- o l y L m l i Abroq sages I i i 4 w c=i Z a \ / ,r.1_ 2 5 '� �— bIJ—� zo�n BIKE LANE F F F F Looaesand ) F k Overlay Limit 5 w Woos A 'h mi. Va mi. 'h no. or gravel Brea A 'h ml. 'h mi. hmi. ONLY W t J Q R1-1 R2-1 (25) R3-9B R3-17 o .Ass W w m RAss NOT a eW Q Gexe R� 1e R4-1 OlPASSe R4-1-1l-C R41 C R® ,PLC t 38x4B 38x48 38z48 (p` 36x48 r 38z48 O (As needed) )- U ENDS T 2-LANE,2-WAY ROADWAY 2-LANE,2-WAY ROADWAY LOOSE GRAVEL IN ROADWAY SIGNING OVERLAY AREA SIGNING Wp 1 / \ R3-17bP a N O n • NOTES: NOTE: B •Place Advance nagger and additional signing when traffic queues extend •Place additional Tubular Markers for Flagger and Advance Flagger •When using pilot cars with 8aggets to control traffic ifiN erE beyond initial warning signing OR when sight distance is restricted. Stations according to FLAGGER STATION DELINEATION detail. during paving operations.the Tubular Marker spacing �wy /l along centerline may be increased to 200'within he ., 0 U T L E T/ •Relocate initial WORK AHEAD"W20-1)sign in advance o additional Activity Area,as shown.as Tbular Z 'BE PREPARED TO STOP'(W3.4)and Flagger Ahead(CD23-2)Signs,a5 shown. �, O •U \ / r Entl of trail queue •Place additional Tubular Markers for Flagger Stations �ary°�' -4f �6s N N \\ / ...... .. Sight tll t limit — according to FLAGGER STATION DELINEATION detail. 4 1�' > .. 675 L I•� 1 , 2 ArMry toot A B C K =x JQ J ONLY ONLY >w - _ G2g24e24 I Z 0<_ 1 F F 1 ..y: i:sr : .ce MODIFIED R3 W-14-2 c B A C B A 1100: Taper Buffer Pll/ yllll// + Z a z o $g¢ C B A A i O a 100'x Taper Bufle Butter Taper Y 0 O �ry O O2 $ '10m •B' 'B'S0100' I 820.2 Z Z RECORDDRAWING (Relocated sign) (initial sign 4'At ®" 48x24 IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN End of traffic pdahan) ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. 1 MovMovesige sign as nwensighted for xtendectraricgicted or THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF Move signwhensghtdistancelsreslrlaea 2-LANE,2-WAY ROADWAY C_D THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION ADVANCE FLAGGER FOR EXTENDED TRAFFIC QUEUES ONE LANE CLOSURE Z_ KNOWN TO WALLIS ENGINEERING.THIS RECORD DRAWING HAS BEEN GENERAL NOTES FOR ALL DETAILS: NOTE: cow e000so NA BASN,NEREPORT DATE o1JAN-2017 � PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. •Use of in snouldert •The"FLAGGER'(CW23-2)symbol sign shall be used only in 20.Tubular Markers on apex NOTE All wmaterial and woMmerixMp mall a In accedence win O — — WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND conjunction with the"BE PREPARED TO STOP'W3.4)sign. 20'mex.spacing or on 10'Spacing for flegger58tipn delineation. the current Oregon standard Spacncaeom COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO Flagger tapers and stations CL RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR •Cover existing passing zone signing,as directed. 28"Tubular Markers The selection and use ofthis OREGON STANDARD DRAWINGS C/O FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN •Ins all temporary striping as required. See TCD Spacing Table on in Standard D awing,while designed INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD TM800 for max.spacing. 20 28.TubularMarker in accordance withgeneraly •To determine Taper Length('L')and Buffer Length rg N ,0' aaepted engineering principles 2-LANE,2-WAY ROADWAYS DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF use the"MINIMUM LENGTHS TABLE'shown on Drg.No.TM800. 1 I UNDER TRAFFIC I~ ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. E t'iiii/a UNDER CONSTRUCTION and practices,is the sole respon- CD W pp00 •To determine sign spacing A,E and C.use"TRAFFIC CONSTRUCTION UNDER TRAFFIC ''".'^.'.' sibiliy of he user and should not 2015 z Il <11 CONTROL DEVICES(TCD)SPACING TABLE"on Drg.No.TM800. EMEE be used without consulting a DATE REVISION DESCRIPTION D NOTES •Install a"BICYCLES ON ROADWAY'(CW11-1)sign in advance of To be accompanied by Drg.Nos.TM821 Registered Professional Engineer. 0,01,2013 REVISED DRAWING o NOTESz the closure when a bike lane is closed.or when he shoulder is CD closed and bikes are expected. FLAGGER STATION DELINEATION m.m.epr,REVISED DRAWN°AND NOTES _ Effective Date: June 1,2017-November 30,2017 TM850 Cr) 1s C wo ego r N aee"m 0 SIGN SIGN REFER TO w Z j' o SIGN DIMENSION TYPE OF SUPPORT POST FOOTING REMARKS �` CODE TYPE SUB-STRATE ODOT STD. I�C3 e MOUNT HARDWARE SIZE LENGTH TYPE DWG. W L r ¢ tj U d io " H Z H Zil'� aO 2 N - W O 0 p m ¢ W H U CO '— CO W U W ED U W Y N Z W M c a SIGN SHEET STATIONING SIGN LOCATION 1/ co co o ? co u) ce w Y a Z Y v 0 z ¢ W ¢ w_ v w E LL o N NO. NO. LINE STA.&DIR. o o a < ¢ a 0 0 -1 0 a m C7 w g Z U m o 2 H T�CL U DAD x w w co W ¢ z D— I- ( ) WIDTH(IN HEIGHT(IN cD oa g ¢ o W LL o 0 o a o > c. 0 I—CO v m z 0 CO N N a W x < _ W ¢ Ella N n o INCHES) INCHES) g oNs Ov w o a W } a- J a) m -1 z v' O ± 0 2 Dal 6 a 2 2 > W z 2 Z w O Q w o `o co `o V 2 W d J m Z O m Z Z C.') U W g J J t� ¢ N U N U J W Z_ CO Z Li (n _Z 2. rn j m X 0 0 I- J c0 m g FD ¢ N CO —I, — .:1 0 z CO Z Z I- W W fl ¢LLI CO CO LLI L 1— IZ a m w m a o co co co W 101 C38 11+12L 30 30 R1-1 R1 X X X X CC 1— 102 C38 11+12L 24 12 W4-4P Y1 X X X X MOUNT BELOW STOP SIGN(#101) U (~/) W 103 C38 11+12L D3-1 G X X X X HUNZIKER ST _I w f 103 C38 11+12L D3-1 G X X X X WALL ST o Q O 2 104 C38 11+16R 30 30 W14-2 Y1 X X X X CC CL 105 C38 11+46L 30 30 R3-7R W1 X X X X 00 U (n 106 C38 12+50R 24 30 R2-1(25) W1 X X X X 7 - A 0 107 C38 12+81L 30 36 R4-4 W1 X X X X 108 C38 13+68R 24 36 R3-9B W1 X X X X IIII Q 109 C38 18+04L 24 36 R3-9B W1 X X X XEril 110 C38 22+OOR 24 18 R3-17 W1 X X X X F-I 111 C38 22+OOR 24 18 R3-17bP W1 X X X X INSTALL BELOW(SIGN#110) IN CONFLICT WITH OR BLOCKED BY TRIANGULAR BASE BREAKAWAY DRAWING NO: EXISTING STREET FEATURES INSTALLATION IS BASED ON 2'DIAMETER FOOTING. D 10 xn CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION SEE PRIOR TO INSTALLATION ODOT STANDARD DRAWING TM602. 52 OF 78 LOCATE FRAME AND COVER OVER Y LEDGE OF AT �- K K LEAST 12"IN �� KNOCKOUTS BETWEEN = O CD WIDTH _` - _ J NOTES W CO JOINT DETAIL olcrcouTs E ALL PRE-CAST MANHOLE SECTIONS SHALL - - n ill WILL VARY BY O • CONFORM TO THE REQUIREMENTS OF ASTM LI Z MANUFACTURER ��= �I C-478 AND APPLICABLE PROVISIONS OF O Q 41 STANDARD DRAWING NA.010. _1-1 4" d'x EL W -oi '\MANHO TENS SEE • 'I AJ Z O" STD DR H N0.100 _ FA,t 1-1/8 O W O O M INI /1 /1 zncD �► aa" INI UM 5"MINIMUM ',��� 21�11 MATERIALS: woos \11 MINI STANDARD FRAME AND COVER OR DETAIL " m SMOOTH FINISH CHANNEL TO MAXIMUM 2]"FROM STD.DRAWING FRAME AND COVER SEE ENCAPSULATED TOP OF FIRST STEP STD.DRAWNG NO.110,120,OR 130 3/4 VERTCAL HEIGHT OF PIPE. RUBBER GASKET p Zr I W TO TOP OF CASTING ID I PLASTIC: G f SET FRAME IN NON-SHRINK 10-3/4" MUST CONFORM WITH ASTM /GROUT NON-SHRINKING GROUT p ?�� C-478. STEEL REINFORCING NOTES: -1 CONSTRUCT CHANNEL AND BAR MINIMUM 1/2" GRADE 60. MIN 12"SHELF IN FIELD PVC GRADE RINGS(2',4",oR s') - n n MEETING REQUIREMENTS OF 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO PIPE CONSTRUCT /\ /\ r Y THE REQUIREMENTS OF OSTM C-478. MAXIMUM 12"SET IN ASTM A-615 ENCAPSULATED CO NON-SHRINK GROUT CHANNEL AND MIN U �_ WITH INJECTION MOLDED 12"SHELF IN FIELD 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE -T_°- 1'/FT SLOPE COPOLYMER POLYPROPYLENE 03 MANHOLE BASE. a `\ SANDED BELL COPOLYMER POLYPROPYLENE PLASTIC _ WITH SERRATED SURFACES. 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO STANDARD ECCENTRIC \12"MINIMUM OF 3a"-0" FITTING /^, THE REQUIREMENTS OF ASTM C-443. 6"CONE COMPACTED BASE MATERIAL . ° PIPE /\ B 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE a 1/2"GRADE 60 REINFORCEMENT wig WATERTIGHT. MANHOLE SECTION g 5. PIPE CONNECTIONS OF 24"OR GREATER SHALL REQUIRE A '(VARIABLE 1'-4') 48" ^ U Z �y 48"MINIMUM _ O MANHOLE AND CHANNEL DETAIL. 0 PVC SANDED N `�N 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL PVC BELLNOTES: W vUi V1 REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. MANHOLE STEPS SEE 5"MINIMUM --4. STD DRAWING NO.100 5"MINIMUMce 1.ALL STEPS SHALL CONFORM TO x 7. PROVIDE A MINIMUM OF 8"OF INTACT(UNDISTURBED) 4 6 MIN. 5-3/4"� THE REQUIREMENTS OF ASTM U Q i MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED I SMOOTH FINISH CHANNEL . Z ON THE INSIDE FACE OF THE MANHOLE. SEE DETAIL"A" TO 3/4 VERTICAL HEIGHTttz y-CrI C-478. G OF PIPE. KOR-N-BAND 111J 1%4. W •Xip S. BREAKOUT OF WALL FOR PIPE SHALL BE 2"MINIMUM AND o L.:'[' INTERNAL Ni K i � 2.MANHOLE STEPS MUST BE Z U STAINLESS +iON _ O 2 U4"MAXIMUM CLEAR OF PIPE WALL PIPE #4416"MINIMUM OVERLAP. STEEL BA D � � TIGHT AND FIRMLY EMBEDDED. UW Z z 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12" fl® SMOOTH FINISH CHANNEL TO G FOR SANITARY CONNECTION AND 48"FOR STORM •• 3 4 RTCAL HEIGHT OF ALL STEPS WITHIN A MANHOLE OZCONNECTION. CONSTRUCT ..°• CONSTRUCT CHANNEL ANDplpE� SHALL EOF THESAME Z CHANNEL AND MIN ,• MIN 12 SHELF IN FIELD PIPE ' = 3DESIGNBTYPE, ANDSIZE.N ERCEPTO10.WATERTGHT/TAMPER PROOF MANHOLE FRAME AND 12"SHELF IN FIELD •° I1I MIXING OF UNMATCHED STEPS COVER SHALL BE USED IN ALL EASEMENT AND OFF _ 8 MINIMUM CONCRETE1z"MNIMUM OF�;"-o" IS NOT PERMITTED. STREET AREAS.SEE STD DRAWING 130. ( '7' '>.�Ae jSSte '•lar•r�f- ' COMPACTED BASE ROCK11.ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE '� _ 5 FLEXIBLEPIPE "in- coNNEcroRII 6 i' �_ 4.STEPS ADJUSTED OR ADDED - REQUIREMENTS OF ASTM C-443. P_I-_PE r'ry I.O. OW" __ SHALL BE EPDXIED IN HOLES - THAT ARE FREE OF MOISTURE ® r .`12"of 3:"-0" AND DEBRIS. (EPDXY TO MEET / -"�v 6��® NOTES: COMPACTED BASE ROCK ASTM C881). NON-SHRINKING GROUT 1.ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF SMOOTH FINISH ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, KOR-N-SEAL BOOT y b ___ CHANNEL TO DRAWING NO.010. 3-3/8"FOR PLAPLASTIC12°MINIMUM OF 4,"-0°COMPACTED el :/ 'HEIGHT OFCAL 2 ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH SAFETY STEP w BASE MATERIAL -#'- ___Yi:zd'•'' ::•,,.4. PIPE OF 3000 PSI AND A SLUMP OF 2"TO 4". n STANDARD MANHOLE MANHOLE BASE MANHOLE CONNECTIONS MANHOLE STEP CleanWater Services MANHOLE CleanWater Services CleanWater Services DRAWING NO. 010 REVISED 12-16 DRAWING NO. 020 REVISED 11-16 DRAWING NO. 030 REVISED 12-16 DRAWING NO. 100 REVISED 12-16 1- STANDARD MANHOLE FRAME AND COVER. ANTI-SIPHON VENT SEE STD.DRAWING NO.110,120,OR 130 (EXTEND ABOVE HOOD SET FRAME IN NON-SHRINK GROUT. MIN.3"TO MAX.24") ALL SNOUTS AND TRAPS FOR CATCH FINISH GRADE OF STREET BASINS AND WATER QUALITY WATERTIGHT SEAL 1"FLAT FACE LETTERING STRUCTURES SHALL BE AS SEE DETAIL po30 PRE CAST�"CONICAL (RECESSED FLUSH) MANUFACTURED BY: HOLES(2)SANITARY GRADE RINGS 1r8 COVER ONLY - �- (2",4", R 6") BEST MANAGEMENT PRODUCTS,INC. _° _ Ox •153MT.ARCHERRD. •�mR :61 cV cP \\. MAXIMU 12" cOT2. ME CT 063]1PIPE T PE,SIZE,PICKHOLE OJ�� \cg/44,% /t„, (860)434 02]],(860)434-3195 � 3� O /� h 0 Q�� 2' 2dOHM O T NOTES: FAX TOLL FREE:(800)504-8008, "SNOUT" AND CONNECTON crt>" ® - (888)354-]585 OIL& PER PLAN,AS I� rmi0, WEBSITE: WWW.BMPINC.COMDEBRISAPPROVED �� n I `i- ♦-• OQ 1' STEPS FOR PRECAST1.ALL POURED IN PLACE CONCRETE SHALL HAVE A l/ STOP •�6>e �/ AtfM A1B MANHOLE SEE STD 28 DAY ULTMATE STRENGTH OF 4000 PSI ANDINLET 71 OUTLET1112'PICKHOLE 0;( y0 Cil � •O / n OO a g 00 DRAWING N0.100 A 2"TO 4 SLUMP. OR PRE-APPROVED EQUAL. FLOW V� FLOWZ �•/� _ 2 ALL REINFORCEMENT SHALL HAVE A MINIMUM Q \ „ YIELD STRENGTH OF 60,000 PSI(GRADE 60). W OINLET INVERT E OVATON JIRicA\_ 3.ALL PRECAST JOINTS SHALL BE GROUTED ORMIN 0.20 FT ABOVE �I/�/ •• RUBBER GASKETED. � 18" PO �,,,,•,,,„\r OO - 4.SECTIONS AND CONE SHALL BE IN ACCORDANCEOUTLET INVERT ELEVATON a , a_ 9�L 1/ •�� P� Mnim WITH ASTM C478.qA /�\/\.,•P0 OO OO •_-= OIL&FLOATABLE cv 17/S TO $� (16)3/4" � - DEBRIS ON COVER TOP w r HOLES A$SHOWN __ ' EXIT PIPE CANNOT Z Z �� STANDARD TOP SLAB SEE STD.DRAWING N0.220 a 3/a .. N COVER TOP COVER BACK f 60"MIN/$a MAX SUMP 36"MIN 60"MAX ]- V///YA VY///T///TTi•////]'///7'/I Y7'///A } g L w L/A_ rV/A� rV/ill �d MANHOLE STEP SEE DETAIL#100 22 1 2 STANDARD MANHOLE SECTION(S)SEE a -D L. .4-1a= STD.DRAWING N0.200 AND NO.210 0 1 au a Barrel Da. - d < .8 B ' r _ r •E I� 25 �� m MAXIMUM THROUGH PIPE SIZES a w 243/4"DIA. n w PP L n •. BARREL DIA. MAX.PIPE DIA. :. T. 1/4' 1 Ire" ..' 60" 40 F1 NOTES: (r1Q(^ 17 I 84" 60" 1.ALL MANHOLE SECTIONS SHALL CONFORM TO THE SUMP VOLUME AVAILABLE PER DEPTH OF V LJ_I n•y!//�/a�;P��. 96" 72" REQUIREMENTS OF ASTM C-478 AND APPLICABLE SUMP I- 3" 3" '" ' "7 ='�I 1' 108" 84^ PROVISIONS OF STD.MANHOLE DRAWING NO.010. 36"MINIMUM 60"MAXIMUM - • V 1 "" y 120" 96" 2.INLET AND OUTLET PIPE NOT TO EXCEED 18"DIA. 60"M.H.= 58.9 CF 98.1 CF LL J L\I BREAK OUT MANHOLE WALL 2"MINIMUM,4"MAXIMUM ]2"M.H.= 84.8 CF 141.3 CF 0 2OB' 6"SO :L._ i 84"M.H.=115.4 CF 192.4 CF Q O ttL �1 CLEAR OF PIPE WOLL. GROUT SPACE WITH NON-SHRINK 3.PROVIDE SPECIAL DETAIL FOR SNOUT 18"DIA. GROUT. PROVIDE SPECIAL DETAIL FOR VOLUME rrvv °� 4.THE SIZE AND POSITION OF THE HOOD SHALL BE LJ 31" REQUIREMENTS EXCEEDING 192.4 CF ^ N ]t/2"SQ. % DETERMINEDBY THEOUTLETPIPESIZEASPER LL- / ANCHORI NRER'SRECOMMENDATONS.SECTION VIEWS.ANCHORING HARDWARE FOR HE HOOD SHALL BE EMBEDDED SUMP VOLUME REQUIREMEN S !1i221/2"DIA. 12 20 CF/1.0 CFS OF INFLOW `/ V 4 11 SLOPE 11- INTO CONCRETE;ANCHORING INTO GROUT IS NOT AUTHORIZED. 58.9 CF MINIMUM REQUIRED NOTES: SECTION VIEW 6.THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS n� g A 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. MOUNTED SHALL BE FINISHED ^�^^^rcrr^�a 2. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. CONCRETE FILL AS REQUIRED. MATERIAL. nn 3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 7.INSTALL PER MANUFACTURER'S RECORD DRAWING III 124 4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. PRECAST OR CAST-IN-PLACE STANDARD BASE SLAB USING MANUFACTURER'S INSTA IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN 0 5. 1 1/2"PICKHOLE IN LID FOR LIFTING HOOK. SEE STD.DRAWING NO'S.180 AND 190. SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. ACCORDANCE WITH THE CRY APPROVED PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF _ Er. --I SUBURBAN AND STANDARD THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION [� LARGE PRECAST CONCRETE WATER KNOWN TO WAWS ENGINEERING.THIS RECORD DRAWING HAS BEEN MANHOLE FRAME AND COVER CleanWater STORM WATER MANHOLE LID CleanV�alei Sery<ces GleanWatCr SeMCeS MANHOLE PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. N SANITARY MANHOLE WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND I DRAWING NO: DRAWING NO. 110 REVISED 02-17 DRAWING NO. 120 REVISED 12-06 DRAWING NO. 160 REVISED 12-06 DRAWING NO. 250 COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR NCO PORAT DORMOO IT AMSSAIONS R SULT.CH MAY THOSEFAVE BEEN D U USING THIS RECORD 12 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 54 OF 78 6. B OVERFLOW STRUCTURE INLET STRUCTURE Y PERFORATED PIPE MANIFOLD PROFILEix c 00 TC=G-4" 18"MIN DIAMETER DUCTILE 20"X 24"MINI DUCTILE O CD OVERFLOW TO IRON BEEHIVE DOME IRON FLAT GRATE,OR W O GUTTER CONVEYANCE e W y y . W W • GRATE,OR APPROVED APPROVED EQUAL ....mg ENERGY DISSIPATER DRAIN EQUAL Z / ROCK . I D SIPATION PAF�n ° 0 Z LA' 6., i r' w° °m"b �A 1�2 z 1 z 3° T6ASWFA DRAIN i d , 00 .•• 18" ® A Ld 1 ' ®® A i. '� SPLASH ROCK ' A OH d 4 6" I '11 1 ,.: IIV' ra " ,��, ) :.� • ° ° GRADE FOR M/h, W O Z M ����9���� PONDING.PER \IN1 . :w'w`� 4^a Z D U' IIMEILM - - - - - . " ®M�M�MMM� " ° a DESIGN ^\ '� -U'S W :71- zaceco woo - 1 1 GROWING MEDIUM Lj STREET TC=G 2" -• x W x LL x x w . g 0" TAPERED Ill \ W W W W , • STREET -'� �1� \ S H 111411 30"' RELIEF SPLASH PAD 18 Ill III III- �.W�. �.x . �. �..�. )7 T G4 pao- I 3 - ! I_:.L CHOKER COURSE ° a . . . ° a S �F,. ,.......... ,,,,,,, Q.' L� DEPRESSED GUTTER 2" F Aa d ° '• 1.6 6 AT OPENING I DRAIN ROCK " W W W W W LL W W ° o ° 0 0 0 0 0 0 0 o B W LAP SPLICE#3 REBAR. 111°,11. ` �- m UMETAL INLET ASSEMBLY _o000000000l4. t o o_ ✓ _18" CURB AREQUIRED ON HIGH TRAFFIC MINIMUM 12"OVERLAP ®` m \5 !n STREETS5):, SEE NOTE 2 4 6"MIN P / CO F- S AM. 18 12" BOTTOM HALF-NO HOLES OUTLET TO APPROVED 8 TYP - "" y +' d ISOMETRIC CURB PERFORATED COLLECTION CONVEYANCE SYSTEM TypIll• yy yy ISOMETRIC 1. CURB CUT-OUTPIPE RUNNING LENGTH OF \•III -' ��p{( F N.T.S. FACILITY IIIMME 3"MIN A \II>' DSO OJ'( Oil oN, r y yler t+ eril a W 6PLAN CURB CUT-OUT lllll GON P�Q� R�4Re°oIn tel N.T.S. R=3/4" _ s"• . 3"MIN l % ir Ny y y y - GUTTER(G) PIPING NOTES: • - III III III III I1G + yy i y y > e V N_ R =y 4" i v ' 1�s11 El III-TIII 0^.ai FILTER FABRIC,EXTENDING TO 2" FOR PRIVATE PROPERTY,PIPING MUST BE CAST IRON,ABS SCH40,OR PVC SCH40.THREE-INCH PIPE IS \ �' IMALLY y y + Z TREATMENT/PONDING AREA IMIII-�� REQUIRED FOR FACILITIES DRAINING UP TO 1,500 SQUARE FEET OF IMPERVIOUS AREA: OTHERWISE 4-INCH / RBED III ER i y r r '" U¢ PIPE MINIMUM IS REQUIRED.PIPING INSTALLATION AND SIZING MUST FOLLOW CURRENT UNIFORM PLUMBING �, NATIVE SOIL SHELF • L- E r 0 <zO 4'DIAMETER CUT CODE. �/�J OUTS.MIN 3 PER s U - �I�� O �. "< •��\� 8"MIN STRUCTURE. =i �•�• FOR PUBLIC FACILITIES,6-INCH OR 8-INCH ASTM 3034 SDR 35 PVC PIPE AND PERFORATED PIPE ARE ]'' 18"MIN DIAMETER DRAIN SPLASH ROCK 0• ° 18"MIN DIAMETER DRAIN- e w 1 REQUIRED. - ,tittBASIN,NYLOPLAST OR AR STRUCTURE O 3 TAPERED RELIEF TC=G-2" 4"DIAMETER WEEP APPROVED EQUAL. BASIN,NYLOPLAST OR z0 0 L-2'6"� AT CURB FACE HOLES 8"ON NON BUMPED APPROVED EQUAL.18" Z CENTER SPACING. MIN SUMP REQUIRED. SECTION A-A 3/4"-0 DRAIN ROCK TC=G-4" NOTF � SEE NOTE 1 3"DEEP TYPICAL yll 3'MIN TREATMENT AREA 30 MIL LINER SECTION B-B 1. BRANCH SPACING AND NUMBER OF BRANCHES TO BE CALCULATED BASED ON STORM FLOWS FROM IMPERVIOUS AREA BEING TREATED. SECTION A-A NOTES: 2. WRAP PERFORATED PIPE WITH GEOTEXTILE TO PREVENT INFILTRATION OF FINES. 3. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. NOTES - 1. INFLOW STRUCTURE PER LOCAL JURISDICTION. CURB CUT OUTS NOT ALLOWED ON WASHINGTON COUNTY 4. GRADE SUBGRADE TO PROVIDE MANIFOLD WITH POSITIVE DRAINAGE. ROADS-USE MODIFIED CG-30 SEE DETAIL 403,FOR INLET STRUCTURE. 5. CONVEYANCE SIZED AT MINIMUM FOR 25 YEAR EVENT STORM FLOWS. 1. WEEP HOLES TO BE PLACED WITHIN DRAIN ROCK LAYER.TOP OF WEEP HOLE TO BE 6. DETENTION(IF REQUIRED)VOLUME BASED ON DEPTH OF DRAIN ROCK RESERVOIR LAYER AND POSITION (.n 2. INFLOW STRUCTURE-CURB CUTOUT SHALL HAVE MINIMUM 2"DROP AT THE FLOW LINE LEADING TO THE SAME ELEVATION AS THE TOP OF DRAIN ROCK LAYER,ON LOWEST SIDE OF CHECK DAM. SPLASH PAD,SEE DETAIL. OF MANIFOLD WITHIN THE DRAIN ROCK LAYER. --_I 3. ENERGY DISSIPATER DRAIN ROCK: ROCK SIZE 4-1/2"-2-1/2"OR SIZED BY DESIGN INFLOW. PLACE 7. FITTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. 2. MINIMUM 3"^EBAR EMBEDMENT FOR CURB AND PLANTER WALL. - ROCK 6"DEEP BEHIND SPLASH PAD. 8. PIPE SECTIONS EXPOSED TO SUNLIGHT SHALL BE OF MATERIAL NOT SUBJECT TO DEGRADATION FROM 3. CHECK DAM SPACING SHALL PROVIDE A MINIMUM OF 2"FREEBOARD,AND AN 18" NOTES 4. CURB PROFILE PER LOCAL JURISDICTION. THE EFFECTS OF SUNLIGHT. MAXIMUM DROP FROM ANY ADJACENT CURB TO TOP OF FACILITY GROWING MEDIUM. 5. ENSURE THAT DOWNSTREAM CATCH BASINS ARE IN PLACE FOR HIGH FLOW CONVEYANCE. 1. PLACE STRUCTURE ON 3/4"TO 0"BASE ROCK PLACED OVER NATIVE SUBGRADE 1-1-1 n CURB CUT OUT LIDA PERFORATED PIPE LIDA CONCRETE CHECK DAM LIDA OVERFLOW/INLET LIDA HANDBOOK CleanWater�``Services DETAILS HANDBOOK CleanWatr er�`'Services HANDBOOK CleanWat Services STRUCTURE HANDBOOK CleanWate Services DRAWING NO. 401 REVISED 05-16 DRAWING NO. 402 REVISED 05-16 DRAWING NO. 406 04-16 DRAWING NO. 407 06-16 S M ORT FACILITY OILBLENDEDR SOIL RECORD DRAWING A� e� FURNISH IMPORTED COMPOSITION SOIL FOR ALL VEGETATED IS LIDA E D IES CONFORMING TO THE FOLLOWING: • GENERAL COMPOSITION-USE MATERIAL THAT IS ANY BLEND OF LOAMY SOIL,SAND,AND COMPOST THAT IS VARIESul 30-40%COMPOST(BY VOLUME)AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION. IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN 18" MIN. DIAMETER BEEHIVE STYLE OVERFLOW SIDEWALK DRAINAGE • ANALYSIS REQUIREMENTS FOR THE BLENDED MATERIAL: ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. TREES AS SHOWN ON PARTICLE GRADATION-A SIEVE ANALYSIS OF THE BLENDED MATERIAL,INCLUDING COMPOST,SHALL BE STRUCTURE PER LIDA DETAIL NO. 407 NOTCH, 4" TYP. LANDSCAPE PLANS CONDUCTED IN CONFORMANCE WITH ASTM C117/C136,AASHTO T11/T27,ASTM D422/D1140,OR ASTM D6913. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF THE ANALYSIS SHALL INCLUDE THE FOLLOWING SIEVE SIZES: 1 INCH,3/8 INCH,#4,#10,#20,#40,#60, THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION °• , I ZS #100,#200. THE GRADATION OF THE BLEND SHALL MEET THE FOLLOWING GRADATION CRITERIA. KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN �Yf!{;� ° W * w °W W •_'' a oN SIEVE SIZE PERCENT PASSING PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. ° w CHECK DAM, AS SHOWN.wAPPROXIMATED L m c 1 INCH 100 WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND (SEE NOTE 3)W * * W W w W w • TREE PEDESTAL ///�L�� 3a o #10 40-100 COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO r/�`'� 8" PERFORATED DRAIN . �"" �� ,°e #40 15-50 RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR w/. . . •y y y =N q #100 5-25 0 w PIPE AS SHOWN ON PLANS W d z #200 s-1s FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN W W W W W W W 4, > z INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD W ~ I- • THE MATERIAL SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF 9y W W W W W W W W W �W W W C° • IT SHALL BE WELL MIXED AND HOMOGENOUS. y. W W W • IT SHALL BE FREE OF WOOD PIECES,PLASTIC,AND OTHER FOREIGN MATTER. ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. W WZil • IT SHALL HAVE NO VISIBLE FREE WATER. A, y w w . -,.- _w- w iC13 ¢ COMPOST w * m w °° w v- w w v- w °°_ _(1 a THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL AND PROVIDED BY A MEMBER OF THE US COMPOSTING . .,, COUNCIL SEAL OF TESTING ASSURANCE(STA)PROGRAM.SEE WWW.COMPOSRNG000NCIL.ORG FOR A LIST OF LOCAL A U_ �' w W w w w /w • PROVIDERS. • Z ° .. ° I. a ° • °• ° d° a THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED ° 0 w ° ° a d° ° n •° ° d n % MATERIALS UNDER CONDITIONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION.THE MATERIAL SHALL BE WELL > °d aPLOW n , ° d (, COMPOSTED,FREE OF VIABLE WEED SEEDS,AND STABLE WITH REGARD TO OXYGEN CONSUMPTION AND CARBON DIOXIDE d GENERATION.THE COMPOST SHALL HAVE NO VISIBLE FREE WATER AND PRODUCE NO DUST WHEN HANDLED.IT SHALL d" >0 ' a d ° n LJJ MEET THE FOLLOWING CRITERIA,AS REPORTED BY THE US COMPOSTING COUNCIL STA COMPOST TECHNICAL DATA SHEET 0 U ° ° PROVIDED BY THE VENDOR. - �� ° 6' LENGTH, 24" DEEP ROOT BARRIER O A 8" DRAIN PIPE, NO- B 100%OF THE MATERIAL MUST PASS THROUGH A 1/2-INCH SCREEN. CENTERED ON TREE. SET TOP 1" BELOW THE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN.AND 8.5 MAX. PERFORATIONS TO 6' FINISHED SOIL GRADE MANUFACTURED INERT MATERIAL(PLASTIC,CONCRETE,CERAMICS,METAL,ETC.)SHALL BE LESS THAN 1.0%BY CURB CUT OUT PER EITHER SIDE OF TREE Q w WEIGHT. THE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 70%(DRY WEIGHT BASIS). / DETAIL NO. 401 NOTES L"I""I (.n SOLUBLE SALT CONTENT SHALL BE LESS THAN 6.0 MMHOS/CM. MATURITY INDICATOR SHALL BE GREATER THAN 80%FOR GERMINATION AND VIGOR. Q i z STABILITY SHALL BE'STABLE'TO'VERY STABLE'. 30" MIN 6" 4" EXPOSED MIN. 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, C-) CARBON/NITROGEN(C/N)RATIO SHALL BE LESS THAN 25:1. LJJ TRACE METALS TEST RESULT="PASS." h-TREATMENT AREA SIDEWALK DRAINAGE EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED I- NOTCH FACILITY AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTIONCONSTRUCTION. L.L_ J W STORMWATER FACILITY BLENDED SOIL: 18" MAX 2" MIN 2. SIDEWALK ELEVATION MUST BE SET ABOVE CHECK DAM O < • PROTECTION OF THE SOIL-THE MATERIAL SHALL BE PROTECTED FROM ALL SOURCES OF CONTAMINATION, iaW VARIES - O INCLUDING WEED SEEDS,WHILE AT THE SUPPLIER,IN CONVEYANCE,AND AT THE PROJECT SITE. --- - :....�-��-��- //\\//� �___ _ 4" MIN POND DEPTH WITH 2' ROCK MULCH AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW CC • WET AND WINTER CONDITIONS-HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WHEN THE a/LI I 1I1 I I11I I /\//\ - -_ -- / / / TO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM AS WEATHER IS TOO WET OR THE GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE OWNERS 1 I , \/ L 'L III - \ \// APPLICABLE 0_ REPRESENTATIVE. \ \ =I = /\///\/ �''• -- -III III 1I III III III - //\\//\\/ 18" MIN. GROWING MEDIUM 3. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS • PLACEMENT OF THE SOIL-PLACE THE MATERIAL IN LOOSE LIFTS,NOT TO EXCEED 8 INCHES EACH AND EACH /\/\/\ \ \\ / / -1I III III-1I\/ /\/\/\\ ClU (/) LIFT SHALL CT THE MATERAL.ED WITH A WATER-FILLED LANDSCAPE ROLLER.DO NOT OTHERWISE MECHANICALLY \/ =..-, .///////� 6 // / \2. \ \ \\ 3" DEEP (3/4" - 1/4") CLEAN CRUSHED TO WITHIN 1 INCH. CHECK DAMS SHALL BE PLACED COM ' /"s_- __2„-- //A� DRAIN ROCK ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL • • TIMING OF PLANT INSTALLATION-WEATHER PERMITTING AND AS APPROVED,INSTALL PLANTS AS SOON AS �//\=• .• • /\� \\/\\/\ o� ��� / / / • EROSIONPOSSIBLECONTER TROLPLACING AND ARYGRADING OSION CONTROL SOIL IN ORDER MEASURESS ARE MINIMIZE REQUIREDEROSION UNTIL PERMANENTCS ABILIZATION SOLID 8CTION. „ \/\`•�• I�j �•��• • /\IP‘go \/ /\/\\�j • ••i• •�•\/�\�j\�/� 15" DEEP (1-1/2" - 3/4") CLEAN CRUSHED 406. PROVIDE 2" MIN FREEBOARD. MEASURES ARE FUNCTIONAL. DRAIN PIPE ;ii ' VAAVAAVAv j• A/A/"Too 7e / / / DRAIN ROCK 4. STREET SIDE CURB NOTCHES TO BE LOCATED AS �� , • PROTECTION OF THE INSTALLED SOIL-IN ALL CASES,THE PROTECT INSTALLED MATERIAL FROM FOOT OR • ♦ / //// •��s1�. '�/\• • • T'� / EQUIPMENT TRAFFIC AND SURFACE WATER RUNOFF.INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO bap\�\\,\j�\\' SET ROOT BALL ON �WOO /\/\\\A\/\\//‘//\///` IDENTIFIED ON PROJECT PLANS. �I KEEP WORKERS,PEDESTRIANS,AND EQUIPMENT OUT OF THE AREA.UNDER NO CIRCUMSTANCES SHOULD // may'-.�/\/// %'// PEDESTAL OF NATIVE SOIL • _ 5. SIDEWALK CURB NOTCH: 1" LOWER THAN SIDEWALK, r►� MATERIALS AND EQUIPMENT BE STORED ON TOP OF THE INSTALLATION AREA. AAj�Ai;A'A 'V\/ jAA" 2' MIN SLOPED TO FACILITY. SIDEWALK DRAINAGE NOTCHES PERFORATED DRAIN PIPE, 8" TYP. SEE NOTE 6 SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND [~ BLENDED SOIL LOW POINTS. --- SPECIFICATION FOR LIDA !i SECTION B-B SECTION A A 6. BOTTOM OF PIPE SHALL BE SET AT 2 1/2" ABOVE VEGETATED LIDA FACILITIES HANDBOOK CleanWateServices NTS NTS SUBGRADE. DRAWING No: DRAWING NO. 798 06-16 7. NO HYDRANTS, UTILITY POLES, OR ANY UTILITY BOXES STREET SIDE LIDA PLANTER PLACED WITHIN PLANTER. 8. ACTUAL ELEVATIONS AND DIMENSIONS TO BE NTS CONSTRUCTED AS IDENTIFIED ON PROJECT PLANS. 53 of 78 Expansion Joint B SEE STANDARD SEVEN NO.3 BARS 28 3 4" Q CONFIGURATION DETAIL INSTALLATION DETAIL DRAWING # Expansion Joint ONE NO.5 Two NO.3 A RECESSED Y AREA AT 5"O.C. 320 FOR FRAME BAR BARS 2]3 8" O m DETAIL A A AND COVER , A 1"PVC ANTI-SIPHON ° °a ° _ _ U PIPE ADAPTERill ° Z �_�_��_�-_I;MM I ° \. •i m,mm A is ii A III1K 111 DRILLED NCHOR - _ _ _ _. ' _°_ ,I ty Z REMOVABLE HOLE ONIECD OUT) BOLT .� �� ' . °e�ae O Z W WATERTIGHT EXPANSION CONE ������- ou <e ° ° rvd' d W ACCESS PORT (NARROW END OUT a.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1. 2 1/2" W 0 fl i1O "OPENING 1 a ourz _ 1�4"V 5/2 EACH ENDS Z 0 M � - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIU DETAIL BcOSWv 4 II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ° W a cc CO oo FOPSAGBACKING WI Lail ° ° 2 1/2"x 1/2" "'RIM TO LENGTH) 1 �, Taper a IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 6Q.EDGE FLAT BAR SECTION A A MOUNTING B �I�I�I�I�I�I�Ilir 11 \11111�1�1�1�1�1�1�4° p FLANGE TYP ANGLE PLAN VIEW STANDARD CURB AND GUTTER J PLAN 3/4"r .MOUNTING FLANGE OUTLET PIPE(HIDDEN) \n Iy PROJECTED A SEE STD DRAWING NO.320 1■ ■E y ...- FRONT VIEW SIDE VIEW GUTTER RECESSED CURB INLETS TO BE FOR FRAME AND COVER. _ = U 22S LINE ACCORDANCEREINFORCED GWITHRETE DRAWING LLED IN NO.310 Q S 1 1/2" OF FALL V 1/2" PLAN SSS SNOUT OIL-WATER-DEBRIS SEPARATOR __ VARIES TO NOTES: iF T ° TOP OF MATCH CURB 1 � TYPE 131 2,� 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES ANCHOR W/ 4 dddl �.iC PAVEMENT6„+ 3 2 1 2" I SHALL BE AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS,INC.OR ���`�®���� iBEE _ y B /8"X 2 1/2"FLAT PRE-APPROVED EQUAL. _ BOLT LLL i BARS AT 1]/8"ON _ (SEE DETAIL A) ��� 4 V� 2" f ____if I swan a CENTER 7 T z 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN WATERTIGHT 1 1/2 NO.5 BAR 0 COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" SEAL SEE ~ 3" FIIIIIIIIIIIII IIIIIIIIIIIII N N LAMINATE 1HICKNESS, DETAIL 030 ��� �,v'•"'I "'I , 7 �■ 1" �r e NORMAL SLOPE IIIIIIIIIIIII IIIIII�IIIIIIE W 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT,A OF PAVEMENT ^ d' Y MOUNTING FLANGE,AND AN ANTI-SIPHON VENT AS DRAWN.(SEE MAXu, . 1 = J G J CONFIGURATION DETAIL) GASKET 3ill IIIIIIIIIIIII IIIIIIIIIIIII BARS 3/8" _ �<_ WEEP 2" �" 1 1/2"16" ROUND O 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE COMPRESSED HOLES , �� "���� 1 IIIIIIIIIIIII ry IIIIIIIIIIIII c' W Z W Uo SIZE AS PER MANUFACTURER'S RECOMMENDATION. BETWEEN HOOD Z U AND STRUCTURE O a 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18" (SEE DETAIL B) 6"FOR POURED IN v 2 5/" �0' N IIIIIIIIIIIII IIIIIIIIIIIII m O Z 6 FROM I.E.OUT. O WATERTGHT SEAL PLACE OR 5"YA H IIIIIIIIIIIII IIIIIIIIIIIII • = 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3"AND SEE DETAIL#030 REINFORCEMENT NO.3 BARSii II O O Z BEST MANAGEMENT PRODUCTS,INC. • FOR PRECAST Z A MAXIMUM OF 24"ACCORDING TO STRUCTURE CONFIGURATION. 53 MT.ARCHER RD. OPTION: CONST.JOINT= N0.3 LYME,CT 06371 28" 27" 1/3 OF SURFACE AREA BAR n IIIIIIIIIIIII IIIIIIIIIIIII 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE TOLL FREE:(800)504-8008(888)354-7585 - FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. WEB SITE: WWW.BMPINC.COM SECTION 2" 11.1.I•Il1•1l1 1 iI•IRI•IUI•I�E 1 _ 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH A-A SECTION B-B MIN.1 1/2" }I STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY Q r 1 B MANUFACTURER.(SEE INSTALLATION DETAIL) J c, SEE HOOK BAR 3/8"X 2 1/2" ,II - 9. ANCHOR BOLTS SHALL BE INSTALLED INTO THE CONCRETE OF THE INSTAI LOTION NOTE: NOTES: DETAIL FLAT BARS EACH END PLAN �L3/16" c� TYPICAL BOTH ENDS OUTER SECTION B-B STRUCTURE'S WALL.(NOT WITHIN GROUT) BARS AND EVERY SECOND POSITION HOOD SUCH THAT BOTTOM 1.CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTMBASE MATE INNER BAR 10.INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER FLANGINVERT. IS 18" BELOW THE PIPE 2.INSTALL STRUCTURE ON 3.REINFORCEMENT FOR PRE MINIMUM CATCH BASIN SHALL COMPACTEDBE REAR MEETING ASTML A-615 GRADE 60 OR WELDED WIRE J SUPPLIED INSTALLATON KIT. KIT SHALL INCLUDE: MEETING ASTM A-49]. SECTION A-A --�,IN.1 1/2" NOTE: A. INSTALLATION INSTRUCTIONS 4.ALL POURED IN-PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I.AND A SLUMP OF 2"TO 4". HOOK BAR FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER 5.CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS,AS APPROVED.ALL OTHER APPLICATIONS REQUIRE AN 18"SUMP C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING BELOW LOWEST PIPE INVERT. DETAIL W D. 3/8"STAINLESS STEEL BOLTS 6.FULL CURB EXPOSURE REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS OR RAMP WINGS. E. ANCHOR SHIELDS WATER QUALITY GUTTER & CURB INLET - GUTTER & CURB INLET CATCH CATCH BASIN FRAME AND GRATE �' MANHOLE (SNOUT) B C1eanWaterServices CATCH BASIN (CC-2) CleanWater\�`Services BASIN (CC-2) R E N E O R C E M E N T C1eanWaterServices (CC-2) C1eanWater\�`Services DRAWING NO. 260 REVISED 12-16 DRAWING NO. 300 REVISED 09-16 DRAWING NO. 310 REVISED 12-06 DRAWING NO. 320 REVISED 12-06 I- MANHOLE LID AS APPROVED FACE OF CURB CLASS "B" CLASS "A" A W/6:1 BATTER 1/4"PER FT. (TYP) SCOPE SURFACE RESTORATION J 3/4"SQUARE AS SPECIFIED _ ,o GUTTER PAN(12"WIDTH TVP)� -J� A A B B A' 6" �jr� f SEE STD MOUND EXCESS NATIVE MATERIAL 0 a E]5 DRAWING 600 OVER TRENCH TO ALLOW FOR I FACE OF CURB p STANDARD CAST IRON CONCRETE COLLAR to [][][)■ T-CUT ASPHALT3"WEEP HOLE LOCATED � _ FRAME AND COVER � Q❑p ',IA ❑p DETAIL -III-I -- ��_ Q \ ry BACK OF CURB AT BASE OF SUB-GRADE - f24"- ' x DRAWING NO,510 STANDARD MANHOLEt - - -III- G AGGREGATE(TYP) GRADE RING _ �Hm E. E 1 .o !� (NON-TRAFFIC APPLICATIONS) ❑❑❑D❑ - - - °-�- = = = = - = NATIVE TOP I1= - C13�j O __ ,„E -- D a a o e °o a =11I III =_ ��® �� _ ® TM �� \ =1I1=1II =1T III ■ =`;o WATERTIGHT SEAL SUMP 1 ` _ - _ 12" SOIL ����O FACE OF SEE DETAIL#030 3/4 Q0D illl-III-_IIIIIIII III- 1-111-' - GUTTER ��- �■ 4"MIN. - =11' - - - / =11'- IF TOP SOIL EXISTED ��.'x>n O X" ,i, III-' 1111:: 95%COMPACTION /0%COMPACTION I-_" PRIOR TO EXCAVATION. Z _ _ _ _ WITHIN 36"OF I.I (ASPHALT, GRADE.CONCTRETE,OR - ,-� - 11l-T // j/ 111 CU= Q 36" (ASPHALT,C OTHER) - III-III -III-III- ° SURFACE - w CO ra-0" 42" 3-0" 1/2"PRE MOLDED WATERTIGHT PIPE I== � EXPANSION JOINT _ UNDISTURBED II� -�II_III- PLUG WITH STOPS OR 9]B _ FILLER(TOP.) SECTION A-A -1-U_ 1L WATERTIGHT THREADED / ~ - ° a IIII EARTH O A� 111-�T CAP AS APPROVED BY �10 UNDISTURBED TI 90%COMPACTION /I�i NATIVE ' PK a PLAN VIEW FilmWEN LOCAL JURISDICTION. 1 I I EARTH a BELOW 36"OF I MATERIAL -�III 6"(TYP)FOR - } SURFACE / / 1 1"MIN. II BOTTOM-FACE PROJECTED `� LII PROMDE OF FOR a 1-_ / 6" SECTION B-B / / OF GUTTER GUTTER LINE X 5o(TYP)IN PLACE LPRE CAST 2"MIN.CLEARANCE 111 III-II `-O / ' AROUND CLEANOUT DEPTH ,3/4"-0 CRUSHED WITHOUT 4"MIN.CURB P RBACE INLET OPENING6. VARIESROCK / DEPRESSION Fr BOTTOM FACE OF CURB ( u ° / y 11/�- � OVERLAP - - MIN. �9� ° // ��ii�n�®®-ili1l��ii PROVIDE 1/2"GAP MAX.) 1� 18 �I / W -j • �� 1� �p ® BETWEEN CLEANOUT PIPE I. a AND GROUT COLLAR. -III I 3"WEEP HOLE ���I ,1 la PHI SECTION A-A as °' O PROJECTED GUTTER LINE LOCATED 3/4"-0 AT BASE OF WITHOUT DEPRESSION -� - a d SUB-GRADE ,sA PIPECRUSHED ZONE ROCK a 1/2 PLUSPE nn�� AGGREGATE • III r 4111W' \ O.D 6" 0_ P) I Q W iitiv 1 h/ 1 III 11l l 11l 1 1 1 '_` L LI Cr) `36• , JI IµI Ill III III Illi III -- III II II F- • WAIERROHT SEAL e / III-I - H III IIII NOTES PIPE/BEDDING yL' LLf' Z < SEE DETAIL#030 X" FAIN" sCG w 30" 1.Yp"ALLEN HEAD BOLTS e \ - y, j,,_ p,. / =III-"'- X" 30.. X' I 1"LONG RECESSED. \ ; / N 42" 1 1/2" 36" 2.ALL PERMANENT CLEANOUTSA -I --_ - - - _ LLI TO HAVE BOLT DOWN COVERS. 6" I1=III=11I-I I-I I-I -III-I I-f Li J ____ 3.MATERIAL SHALL BE GRAY III,�IIII 11-111=11=111 III=III-III=111�i III O Q ilLL -III- - I-III- TRENCH STABILIZATION: 0 1 1/2" GUTTER CAST-IRON,ASTM A-48, - - IF REQUIRED,TRENCH STABILIZATION Q FRONT VIEW LINE CLASS 30. 2 PIPE O.D.PWS 4"MIN.FOR PIPE SMALLER THAN 18" SHALL BE SPECIFIED SEPARATELY 1/2 PIPE 0.C.PLUS 6"MIN.FOR PIPE 18"AND LARGER AND PLACED PRIOR TO PLACEMENT 0- OF OF BEDDING MATERIAL. LL PERSPECTIVE VIEW SHOWING CONCRETE ENCASED U . BOTTOM OF WYE DEPRESSED GUTTER AT CURB INLET 3/4"-0 FOR PLASTIC PIPE \-3/4°-0 we NOTE: • NOTES: 1.ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. 2.THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO INSTALL THE PIPE IN A SAFE 05= 1.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.s.l. NOTE: 3.THE MINIMUM TRENCH WIDTH RECORD DRAWING IIII O AND A SLUMP OF 2"TO 4". DETAIL INCHES OUTSIDE THE MAXIML • 2.INSTALL STRUCTURE ON MINIMUM OF 8"OF 00"TO 0"COMPACTED BASE MATERIAL. 1.CONCRETE ENCASE ENTIRE WYE SECTION AND 45° BEND IF CONCRETE PIPE. 4.IN ALL CASES,TRENCHES SF d 3 3.NON-SUMP INLET CATCH BASINS SHALL BE CHANNELED(E.G.FLOW THROUGH CBs). 2.STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8"PIPE. OF PIPE,AND BACKFILLING C IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN MAINLINE GREATER THAN 8"SHALL HAVE A 8"STANDPIPE. ACCORDANCE WITH THE CRY APPROVED PLANS AND SPECIFICATIONS. (7 THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF _ NKr --E INLET CATCH BASIN (CG-30) CLEANOUT FRAME TRENC NOWNTTOLWAWS ENGINEERING.UCTION TO THIS RECORD E EXTENT FDRAWING HAS BEEN deanWafeI Services STANDARD C L E A N O U T G1eanWater Services AND COVER G7eanWa6er Services - WALLIS ENGED INEERING IS RELYINED UPON GAUPON TION FTHEI ACCURACY ANDSHED BY S i DRAWING NO: y DRAWING ND. 330 REVISED 12-16 DRAWING NO. 500 REVISED 01-13 DRAWING NO. 510 REVISED 12-16 DRAWING NO. 590 COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO -Li FOR ANY RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR - INCORPORATED OINOO IT AMSSAIONS R SULT.CH MAY THOSEFAVE BEEN U USING THIS RECORD D 13 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 55 OF 78 B _ I IF 28 3/4" 0 O �� I 27 3/8" CC CC 0 CD RIPRAP: I 1 w c� •ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. A _ A SEE STD. DRAWING NO. 400 A rFi ii A /// 3• Z TACK ALLTOEXPOSEDGREATER MATERIAL. •THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. _ FOR FRAME AND GRATE / ¢W PATCH AC TO GREATER OF 3" / 0LAJ - THICKNESS OR EXISTING. W+24"MIN. •ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. t__ ,, I I l - 1 2"03"BDLTS LAOZ0- 12"MIN. 12"MIN. EXISTING AC 1/4"V 2 EACH END 2 1/2"SAWCUT 21/2"x1/2" CD0WRRIPRAP INSTALLATION: SQ.EDGE FLAT BAR 32 1/2" woo 03 •EXCAVATE BELOW FINISH GRADE TO DEPTH&DIMENSIONS SHOWN ON APPROVED PLANS. La3"X 21 2"X1 4" SECTION A—A FrOrArr An= •INSTALL WOVEN GEOTEXTILE FABRIC. rYP ANGLE 3/4" I- c MIMI a a •PLACE RIP RAP TO FINISH GRADE. 3/ts" .1.1111 'SI.—.I 1 a B I — ~ PLAN m a Q�� �o 'I II=11=1h - .II'=IL PLAN U •GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: `� a1`" � �MAx 30' 11^ 03 N g CLASS CLASS CLASS CLASS CLASS FINISH GRADE FLAW INVERT EXISTING 'o 3/4"-0 1�/2" r2. BASE ROCK ��, CRUSHED ROCK 50 100 200 700 2000 I I I 1/160" Ir- 27" -�1I _.1 PERCENT pa 2"MIN. 2"MIN. MAXIMUMIB11WEIGHT OF ROCK(LBS) (BY WEIGHT) 6"FOR 50-30 100-60 200-140 700-500 2000-1400 20 APO PACE IN 21' II 111 II II II II II II II II II II II II II II II II III o ', 74 .� 30-15 60-25 140-80 500-200 1400-700 30 5"WITH AX. B ; x i 1n REINFORCEMENT B w y�j VI 15-2 25-2 80-8 200-20 700-40 40 FOR PRE y r- PIPE ZONE CAST = z-0 2-0 8-0 20-0 40-0 10 8" SECTION B—B 01_.<.SUMP 18"SUMP ZG r wa z 00Sw(UjLINI BEDDING 2 1/2"x 1/4"SQ.EDGE FLAT BAR O =ZO T1P.GRATE BAR(17 EA.) 0 w -- - -11 6" 24" 6"�- —�6" 27 3/8" 8"�— 32" O O Z 31 1/4" Z SECTION A—A SECTION B—B — NOTE: 1.TEE CUT TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. 3/16" TYP. 2.SEE STD.DRAMNG NO.590 FOR BEDDING,PIPE ZONE,AND TRENCH BACKFILL. NOTES: 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 2. INSTALL STRUCTURE ON MINIMUM OF 8"OF 3/4"-0"COMPACTED BASE MATERIAL. 2 1 2"x 3 8" > 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED WIRE MEETING ASTM A497 SQ.EDGE FLAT BAR 3"C.TO C. 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND Cr) SLUMP OF 2"TO 4". PLAN 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T.TYPE G-2 CATCH BASIN DESIGN/WITH DITCH INLET TOP ARE AN ACCEPTABLE ALTERNATE.ALL GRATE MATERIALS SHALL MEET C.W.S. NOTFSL Q STANDARDS AS SHOWN ON DETAIL#400 (— FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. LL-I T CUT RIP RAP DETAILS DITCH INLET DITCH INLET ASPHALT DETAILS C9eanWatr Services C1eanWairr Services QeanWaber Services FRAME AND GRATE CleanWater Services DRAWING NO. 600 REVISED 12-16 DRAWING NO. 770 REUSED 3-07 DRAWING ND. 390 REVISED 05-07 DRAWING ND. 400 REVISED 12-06 I— ) 1r-- =8 I" O .moo r N �1"m 0 .WO redo c,�e :_N,e 0 mi CU W Z� a a 1— LLJ CD LJ W 00 � � z LL_ -JLJ O CC U (n 2 A° RECORD DRAWING U' . a4 V IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF Er --I - THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION �. KNOWN TO WAWS ENGINEERING.THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR IE FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. _ 56 OF 78 3 Y 0 0 CC CC OUTSIDE OF WITHIN OUTSIDE PAVEMENT WITHIN PAVEMENT 0 CD PAVEMENT PAVEMENT ww 0 PROVIDE VALVE OPERATING FINISH GRADE 18'CAST IRON 910 O Z1i1 18"CAST IRON 910 BOX I NUT EXTENSION SEE DETAIL W505 ¢ VALVE BOX TOP cc=a w 1_,I..�I WUZa 18"CAST IRON 910 BOX C L\ Z O O M L.,Swa PROVIDE 24 BY Z¢a ro P" THICK CONCRETE 4II I w00 PAD(SEE NOTE 4) FINISHED GRADE—\ La\` HANDRU D P SECTION =.,� "'� � 18" c AROUND TOP SECTION IF 6"MIN. '6�.r G% � �i� 12" MAX. I ." U Irnliii g'G���� �- ,w/Alyr , 1"SCH.80 STEEL PIPE SHAFT ��\�YY�� 2"SQ.OPER.NUT \v'V'/: ��\`' M . / OR 1"SOLID STEEL ROD rm NC 6"ASTM 3034 PVC -r HAND TAMP BACKFILL i ` µJ 1/6'MINIMUM 03 N AROUND TOP SECTION / �1/4"MAXIMUM I- 6"MAX. i CLEARANCE ill OPERATING NUT EXTENSION a m Z < 6"ASTM 3034 PIPE J �I? (SEE DETAIL NO. 505) BUTTERFLY VALVE 10^ ��BOTTOM SECTION ENDS AS SPECIFIED .ROCK GUARD 1/4"STL.PLATE Z ���I I TO BE 5 3/4"DIAMETER O U WHOLE IN CENTER TOACCOMOD N E 0.- UPPORT O MOVEMENT w in " " OF SHAFT _ 0 III' 'III ,lall 2 1/2"x 2 1/2"x 3/8"LONG SUPPORT TCOLLAR WELDED Z <o _IIII IIII ` STEEL FLAT BAR w a-o y O iia \, \ * ASTM 3034 PVC PIPE o 0 ,( \ \ NOTES: 3"x 3"x 3/8"x 2"LONG O o 0 NOTES: '• \ \ \ t)VALVE BOX NOT TO REST \ GEAR OPERATOR STEEL SQUARE TUBE Z 1)VALVE BOX NOT TO REST ON OPERATING ASSEMBLY. ON OPERATING ASSEMBLY. )I^I 2)OPERATOR EXTENSION 2)OPERATING NUT EXTENSION /II II` REQUIRED WHEN VALVE NUT REQUIRED WHEN VALVE NUT IS DEEPER THAN 3 FEET O IS DEEPER THAN 3 FEET / ,\ FROM FINISHED GRADE. ® 24" FROM FINISHED GRADE. SEE DETAIL W5. til 24" 3)CENTER VALVE BOX ON L " N AXIS OF OPER. NUT. 3)CENTER VALVE BOX ON NOS: J AXIS OF OPER. NUT. 4)PROVIDE 24"SQUARE BY 4" THICK 1) EXTEND 2 NUT TO WITHIN 18"OF FINISH GRADE I— CONCRETE PAD AROUND VALVE • 24"� 4)PROVIDE 24"SQUARE BY 4"THICK WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM L_I BOX OUTSIDE OF PAVED AREAS CONCRETE PAD AROUND VALVE BOX 24"--I FINISHED GRADE In AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD OUTSIDE OF PAVED AREAS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD CITY OF TIGARD APPROVED BY NO SCALE CITY OF TIGARD DaAMMOr NO SCALE CITY OF TIGARD /MO'kO� NO SCALE OREGON THEODORE S.KYLE.P.E. OREGON THEODORE S.KYLE,P.E. OREGON THEODORE S.KYLE,P.E. 1111 eN CrrY°,m TYPICAL GATE DWG.No. •F e DEPARTMENT FeO„m TYPICAL BUTTERFLY DWG.No. F e an exam OPERATING NUT DWG.No. I— BM SM. L BLVD. °FAR JANUARY 2011 VALVE 503 RD.DUG OREGONM JANUARY 2011 VALVE 504 � BLVD. JANUARY 2011 EXTENSION 505 TEGARD Ce°k03).-n""' TIGARD .:0,0) -am TEGARD �e:;.6°)6,R,777 FAX:(5m)66a7rn •APROYK ME FAX:(wl)cu-rzn AMOY&DM PI.(SW)641-72. APPROVAL art 12" BEHIND SIDEWALK II II I 7-0" 8'-0" PUE H OR BEHIND CURB II �8 r O 5'-6" cq WHEN NO SIDEWALK I E a SIDEWALK f-N,/4 1 0A CDE r,, co """'•' ' * �, 2" OR 1 1/2" 17"X30"X12" ROTOCAST METER BOX M \/ w�/=L'e METE:R W/17"X30" ROTOCAST LID W/TOUCHREAD HOLE S " —_� 30" MIN SERVICE LINE DEPTH 12"x20"ROTOCAST METER BOX, 3 •� F W/12"x20" COVER W/5-1/2"x11" TOUCHCAST RON R AD HOLE INTH THEOTOP S ar 1 , . lmtisergy�� i/i!� o OR INSERT. NO HINGED INSERTS •' %I,i''�!!"'•" I i a SIDEWALK ADJACENT TO CURB Ilf,;ry• w -' 11111 ) 11III 2" FLG X COMPRESSION ANGLE ''Mi1iIIUTII_IWW I!NLt TO IRRIGATION --5-0" 8'-0" PUE STOP (FITS 1 1/2 APPLICATIONS) _ MJ X TAPPED 1....=j a mgrr vii `� 15i�i J�.��i0'! 2" TEE 'I, CD I— ',)' � 2" TYPE "K" TO RESIDENCE LLI .� -• "••" -- COPPER PIPE O 30"MIN SERVICE LINE DEPTH/ 12"x20"ROTOCAST METER BOX, PLAN _ __ _ __- - W/12"x20"COVER W/5-1/2"x11" L. p-0 I- 0_ CAST IRON INSERT WITH NO METER BOX DOUBLE CHECK W 0ai TOUCH READ HOLE IN THE TOP MAIN LINE VALVE ASSEMBLY LJ_J OR INSERT. NO HINGED INSERTS COPPER BENDS CL I- AS NEEDED II I ;; l i1.q..w` -i—�.!D „mil Q 1- Z SIDEWALK WITH PLANTER STRIP AT CURB 2" MIPT X COMPRESSION CORP ����j"' \... 12" 18» L._ J m NOTES: CUSTOMER SIDE S7 iI IK ..,CHIT► 711=1, O Q > 1,SURVEYOR TO INSTALL TEMPORARY HUB O METERAND CC I INSTT STAKE ALLATION.T LOT LINE FOR _I—' '--' 1" UNION EACH SIDE 4'I"'S��714o�cp}�~�19te00 2. BOXES SET IN CONCRETE SHALL BE g_ip^ / •���. a 0�;�$ue�i� NOT TO EXCEED _ NEXT SIZE LARGER. �x FORSEE DEPTHI OF CODE NOTES: 24" DEPTH U 3. CENTER OF METER BOX TO BE OFFSET - COVER 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90'ANGLES TO CRUSHED ROCK BASE 1'FROM PROPERTY LINE. I ra-__a�L METER LOCATIONS. HORIZONTAL& LEVEL. ELEVATION Br ^p 4. BANKED METERS WITH SHARED SERVICE 2. BANKED 2" METERS SHALL HAVE 24" MINIMUM DISTANCE BETWEEN F-1 UNE TRENCH SHALL HAVE 18" MINIMUM T .`.••I• SERVICE TAP INSTALLATIONS INSTALLATION SHOWN IS ONLY A SUGGESTION. o DISTANCE BETWEEN TAP INSTALLATIONS. 4" MN J . RECORD DRAWING II� 124 i 5. IF WATER METER IS LOCATED IN A 3/4"-0" METER 3. IF 2" METER IS LOCATED IN SIDEWALK AREA THE METER BOX NEEDS TO Q SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE BE 28"X27"X12" ROTOCAST. IF TWO ARE BANKED THEN THE ANGLE STOPS 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN �►L ARMORCAST 17"X30"X12"RPM 20K MUELLER 1"B24258N (THIS IS NEED TO BE AT A MINIMUM OF 30" APART. ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. COVER OR EQUIVALENT. IF TWO METERS AN ALL 1" 300 PSI BALL 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF 1--I _ ARE BANKED IN SIDEWALK AREA THEN VALVE NO LEAD ANGLE STOP) COCKS IF BELOW GROUND INSTALLATION. THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION F.1 DISTANCE BETWEEN ANGLE STOPS WILL OR EQUAL KNOWN TO WAWS ENGINEERING.THIS RECORD DRAWING HAS BEEN BE 24". 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. - SEAMLESSE "SOFT COPPER TUBING AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS WALUS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: FOR INSTALLATION. COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO f.1,OF TIGARD •PVRO)EO an NO SCALE CITY OF TIGARD APPROVED NO SCALE CITY OFTIGARD SRDRn NO SCALE RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR ORFAON WM HMA,P.E. °MGM THEODORE S.KYLE,P.E. OREGON THEODORE S.KYLE,P.E. - FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN a • eN R7rvG0 so ,„E„ DWG. •NO. • e my maw 2" & 1-1/2" DWG.NO. � E ,,,.,„�„m, IRRIGATION DOUBLE DWG.No. INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD "°"�°°"" 1" WATER SERVICE I "OAk1D°"R' WORKS°PAet — DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF TiGABD ,n`I°7'�, MARCH zon 520 TTCARO °S.W.HALL�"°,,,, JANUARY 2011 WATER SERVICE 521 S.W.ORE HALL GON JANUARY 2011 CHECK ASSEMBLY 531 �e:(R6,6F7E TEGARD `�e:,R 61777 ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. _ 57 OF 78 PAN,1w16Eanv7 *PROWL DM TAX:° lsosl6es7zn IFFROWW DATE PAX:(SO,)6w-7m N.PROV L DATE < < =11:=.1_ AL, D OSIDEWALK ADJACENT TO CURB _O II ILL II 5I 75 inn o m 18" BREAK FLANGE SIDEWALK 18" CAST IRON 9102111 IS �� it ,_z 3" MIN. VALVE BOX TOP � li 'A �- TRENCH WIDTH O¢w MIN6" MAX. 1 ce=aw __ r ME r AS REQUIRED .•�//F .0��%�%��O••s,::s•:::_- _ _ __ PLUGGED TEE PLUGGED CROSS 12" w O Z a��. .7*,"Q�`�/`I\V2"'/ �, t-1. .��:;j:; 0,11:: '•:�-%:�:.r :: BEND PLUG OR CAP Z D w M T" ♦ •ZsiK..-".u.: J�!�._4:e"*t MIN z<ce ro 1 1/2 4" DRAIN RO /\�4"4/I�/✓/�•"' %� ` ...r��l��l •..`� wo0a .-. TAR PAPER (MOISTU•4•i•\i��J�� y��j�� _ -1_.. A".. ._3'0'' •� ' 41 � 6" DUCTILE IRON PIPE ' S ' IS a a 3000 PSI < .IQ '%::. RESTRAIN ALL JOINTS W/ , COMPRES IV T TRENGTH `• "" g• � _ __-„-„t. CO C. TH S BL K Pam- .I•a___ FIELD LOK" OR EQUAL GASKETS .i \ . LATERAL 1C. AGAINST UNDISTURBED -" Q4�` 'II'- ��/ !� EARTH-BEARING AREA L ` -s •�J r /`\• `,�._., vn ; PLUGGED CROSS TEE ON BOTH SIDES OF PIPE m U y• •// 6" MEGALUG RETAINER vI .�.�. (CONCRETE DIMENTIONS TIE RODS WHEN \ GLAND (EBAA IRON) CONCRETE THRUST BLOCK SCHEDULE REFERINIMUMS TO DRAWING NO. 56 SECTION MANUFACTURERSQUIRED, ASR CI 03 1 CONCRETE PIER 6" GATE VALVE FOR BEARING DATA) RECOMMENDATIONS BLOCK FLG. x M.J. (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) 12" 0 M.J. x 6" FLG. TEE FITTING 90'BEND, TEE, OR 45' 22 1/2' 11 1/4' [MIN SIDEWALK WITH PLANTER 20 SIZE(INCHES) PLUGGED CROSS BEND BEND BEND TAPPED 2" / STRIP AT CURB 4 o,.s 01.3 • PLUG, CAP c • OR OTHER 6 04.0 02.1 01.3 -- ' - FITTINGS AS SIDEWALK 3" MIN. 8 07.1 03.9 02.0 01.3 • _� - REQUIRED 7 w tn tn N b" MAX.BREAK FLANGE / y 12 16.0 08.8 04.5 02.3 r/ x ���/����!. -_- 16 28.4 15.5 08.0 04.0 b ""' ' I.- T ? S MEC• .....:'. :. *,..11.., �`.i ' dii:;t" j•! --,: 1 24 64.0 34.9 18.1 09.1 , o` �/ O a z o 1. HYDRANTS TO BE MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6" MJ, 5 1/4"' -o MVO 3 PORT- TWO 2 1/2"PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I.AND AN ., 3'0" A. OIL RESERVOIR ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO • _ i B. BRONZE ACTUATION NUT COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING '' IN���j�/�/��j�/j Z o z C. BRONZE SEAT RING STESSES,USE THE FOLLOWING EQUATION • /�%�/-/./,/ - D. WEATHER SHIELD CAP RETAINER GLAN DITCH LINE BEARING AREAS= (TEST PRESSURE/150)X(1500/SOIL BEARING STRESS)X(TABLE VALUE) I E. SAFETY SLEEVE COUPLING � Y' 2'-0" 18 4'-0" F. THREADED NOZZLES WITH "0"RINGS 1 MIN. MIN. MAX. • G. NATIONAL STANDARD THREADS 1.CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER 2. SAFETY CHAINS TO BE REMOVED. 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 PLAN 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BY DISTRICT FIRE MARSHALL. 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. RETAINER GLAND(S) 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON QUANTITY BASED ON PIPE SIZE Li) 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. THE PLANS: e.g.15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. STRADDLE BLOCKS TO BE USED ONLY BY APPROVAL OF CITY ENGINEER. _I 5. 6. IF NOT SHOWN ON PLANS,REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S)AND ALLOWABLE SOIL BEARING Q 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED STRESS(ES)STATED IN THE SPECIAL PROVISIONS. 1. END OF LINE BLOW OFFS BY ENGINEER. 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER 2. BLIND TEES W 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF 3. BUND CROSSES In 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) THRUST BLOCKS ARE IN SQUARE FEET. 4. VERTICAL BENDS ON THE 4 1/2" PORT. NOTE MECHANICAL FIELD RESTRAINT IS REQUIRED FOR THRUST RESTRAINT CITY OP TIGARD MN.Mr: NO SCALE CITY OF TIGARD AMMO,. NO SCALE CIT'OFTIGARD �� NO SCALE onecON LORI FAHA,P.E. • FIRE HYDRANT ORF.cON THEODORE S.KYLE,P.E. oRRGON THEODORE S.KYLE,P.E. DWG.No. • ENGINEERING STANDARD THRUST DWG.N0. • ENGINEERING OPINION DWG.No. I- ■ ENGINEERING DIVISION G (Ma�R ■ P GRxsoRPAR NR r MROM4p ■ P GRMR„RPAR„R car GAMS ao'o""RGGLL NP�m AUGUST zo,s ASSEMBLY 542 1ZGARD um ARD.O NMA JANUARY 2011 BLOCK 560 nGnnn 13115�NALL ORRGGNsMI JANUARY 2011 STRADDLE BLOCK 561 TIGARD c.i50,.e.l„ v FAX:(w))w.lm .,wMOvu OMrz P.:(NG 68.2vl •/FEMORAL RMIE PAC(FOG OGG („ .NM&ME 18" CAST IRON 910 BOXES 3'-O" 6'-0" I __ w o FINISHED GRADE 4" MAX. M < \ y3' CD 2" BRASS PLUG t,7 5 (SEEGATE ETAILALVE NO. 503) 2AADAPI TER COPPER = \ \ CU= . Lip SWEAT TO FIPT ��� w I2" COPPER TUBING o IIIPPI (TYPICAL)I II '/ a Iic Ai-:'I EF•! 0/ - _ i 1�44 4A 44 2" ELL COPPER • 4 42 .i SLIP ✓iiiiii 2" ADAPTER COPPER - W TYPICAL: SWEAT TO MIPT - - MECHANICAL FIELD RESTRAINT CONCRETE PIER BLOCK - Q REQUIRED 2" TAPPED MON JOINT PLUG OR MOIL. M.J. CAP WITH MEGALUG L~1J RETAINER GLAND PLACEMENT OF FIRE THREADED BRASS PIPING •• W (� MAY BE USED IN PLACE OF HYDRANTS OVERRIDECC COPPER TUBING PLACEMENT OF VALVES. Q , z PERMANENT FIRE HYDRANTS MUST C� (I) W BE PLACED AT TANGENT 4. OF THE CURB ARC. ~ s STREET PLUG OR TYPICAL PLACEMENT OF AALVES. W W EDGE OF PAVEMENT PLACE VALVES AT THE TANGENT LJ_0 J PHASE BREAK MAX. 500' OF THE CURB ARC. 7' IN FRONT Q G OF FACE OF CURB AND/OR 10. O MJ GATE VALVE BETWEEN VALVES FROM CENTER LINE OF ROAD CC 0 AND VALVE BOX 0_ COMPLETE ri._0" �• REQUIRED I, U) _ '��F'�-I' . 1. VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA Br. : A 0 VV.�v- vV��v�v<•Vcf‘l.- ..ti 2. VALVE BOXES ARE REQUIRED AT EACH VALVE LOCATION RECORD DRAWING RR • �1 UNDISTURBED EARTH 3. VALVE BOXES CONSIST OF 6" ASTM 3034 PVC RISER A AND 18" CAST IRON 910 COVER IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN MECHANICAL FIELD 4. MAXIMUM SPACING FOR VALVES IS 500 FEET ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. RESTRAINT REQUIRED 5. ALL VALVES ARE TO CONFORM WITH AWWA STANDARDS THESE DRAWINGS AREA TRUE AND ACCURATE REPRESENTATION OFNEP r--I s. 6. GATE VALVES ARE REQUIRED FOR 8" AND SMALLER PIPE. THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION 0 BE DETERMINES 7. BUTTERFLY VALVES ARE REQUIRED FOR 12" AND LARGER PIPE. KNOWN TO WAWS ENGINEERING.THIS RECORD DRAWING HAS BEEN IN THE FIELD PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALUS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: TEMPORARY COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO 3 ' RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR CITY OF TIGARD YL NO SCALE CITE OF TIGARD RE SRRe„ NO SCALE 16 OMG>N THEODORE S.KYLE,P.E. ORRCON THEODORE S.KYLE,P.E. TYPICAL VALVE FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN ■ PUBLICR o pry ,,,,,,,m 2" STANDARD DWG.NO.MENT I ■ N E R'R"o DIVISION =R�„m DNA.No. INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD JANUARY xo11 BLOWOFF1EW.HALL JANUARY 2011 AND HYDRANT LOCATION DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF TT CE:«,HALL 570 TT INUCON 0(n � 575 �x.(N I N, NNMALPAL e'OI.(wt,eesm PEMORALwrz ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 58 of 78 Y 0 O o cc p��e� -II/ fV1�,��/ XLAP Trench Shield 685 HULL ROAD,MASON,MI 48854 om Embankment protection I 1`a I E R V i7 PHONE(517)676-880C o Z A _ PRODUCTION,INC Certification Sheet T p E.Hal i/ --See Sid.Dig.RD316, Channel bottom Outlet invert Riprap protection _45��- general note MODEL XLAP-SF-816 SERIALNUMBER 1 3 3 8 4 0 < • when directed ��� / p _ �� T(See Table B) + J7 RiPrap backing Z 0 O M �;� ;;! tr REFERENCE TO OCCUPATIONAL SAFETY AND HEALTH o Ali fie%�%/ ADMINISTRATION RULESAND REGULATIONS,VOL.54, SOIL TYPE T O B E EXCAVATED z 5 w co - - - B=Diameter or span of cond.,ft Riprap pad 2 1 Pad should be full W 0 O 4k 2B B 2B SECTION A-A L=Length of bottom of rpmp pad,ft L(See Table B) thickness under NO 209,PART 1926,SUBPART P T=Thickness of riprap pad,ft culvert invert W W=Width of top of ripraad,ft a)Riprap pad without cutoff wall,elevation view I-p p SLOPED OR PROJECTING END PSF RATING TYPE B TYPE C-60 TYPE C-80 0 SHIELD SIZE Medium cohesive to Soft cohesive to Soft cohesive to granular soil. submerged soil. submerged soil. _ 45 PSF per foot 60 PSF per foot 80 psf per foot m B T(See Table B)f+Lr Cutoff wall of depth. of depth of depth •�Sr 7 T HEIGHT LENGTH PSF MaximumAllowable MaximumAllowable MaximumAllowable OD ••. ••e.�• s•...if ,a ^SeeStd.Dr RD316, Ri backlit 2 + Depth of Cut Depth of Cut Depth of Cut VIA! • •�•� ��'�•� Ri a i%' general note4 _ L(Sea Table 6) " •1••�;�. Mil when diroc ed P P P E. MA: .• o b)R p ap pad with cutoff wall elevation view _ y • ••: f Riprap Pad Notes 61,44-10,4.1.--0.41:-.I.0„,' '' O 8 1 6 720 1 6 1 29 �!�'. 1 Do not excavate non erodible N• _S_��:� �.;�_� Cutoff wall when shown rock in order to place r prep. �• •�••4 Embankment Z on plans or directed .• •••.� .0 •.••s protection O e •• �• ••• DESCRIPTION DESCRIPTION DESCRIPTION N 1'h B SECTION B-B ®Use riprap backing under .•ip.�•• �i•i• Maximum Lateral > F Gass 200 and Class 700 ,,... t?iafirik ✓i?,..it.,- Clay,with Unconfined Soft Cohesive Soil Soft Cohesive Soil L+ loose rip rap. •..•,•..•�..•.•..;,•... Earth Pressure y. J=,_ "'��'���•.��,.•�.�•�+ CERTIFIED BY: Compressive Strength Unconfined Compressive Unconfined Compressive = o_, 1'14.004;41,net -7 C2 Capacity at - .a z SLOPED END WITH SLOPE PAVING ®Topwinth(W)oflher.prap �.,..,•..-�•.'-_•.'•, P y Greater than.5TSFBut Sven lhan.5 Strength Sanan.5 z pad is me larger of se or EFFICIENCY Trench Bottom in Less than 1.5 TSF TSF Gravel,Sand and TSF Gravel,Sand and w a i o Me width of the embankment 0 0a 0 PRODUCTION INC. z -. slope protection. W Pounds Per Cohesionless Gravel, Loamy Sand;Submerged Loamy Sand;Submerged o = u C c)Riprap pad,end view Square Foot Slit,Slit Loam or Sandy Soil or Pock that is not Soil or Pock that Is not o-o a ~I T Loam. See Note(7) Stable. See Note(8&9) Stable. See Note(8&9) i r i•i••�• i' RIPRAP PADS i ci z �� �t -SeeStd.Drg.RD316, 1.XLAP Trench Shield tobe assembled and LIMITATIONS••. • • 4, general note 4 •••N ^'�1 •• . R prep protection �:�� 1 GENERAL NOTES FOR ALL DETAILS. installed as shown on the reverse side and in �� ►�1,• d whendpetoot -- o accordance with manufacturers Instructions. ••.• ••�••�� �•�•, L 1.See S tl.Drg's.RD3008 RD304 or nstannton data Is. 6.Depth certification indicated,is based on the 8.Soil in a sloped,layered system where layers ��.'�. -.♦• .. ...0�'� TABLE A-Embankment Slope Protection 2.Openends ofassumption that no surcharge loads from struc-scent dipinto the excavation on a slope of four Win wall pipes normally require a site specific design,and may require special 2.Shield to be used with manufacturer's spreader P .:.._.•..._,....._.• \'t-„�_ 9 Riprap Cass TDisance treatment(sloped otection,pavedendsloes,safe P lures,equipment or stored material are adjacentto hodzontalto one vertical(4H:1V)orsteeper -_ i and headwall 50 12 Inches P Pr P safety end sections,or other measures). system or approved equivalent.All spreaders must Cutoff wall when I00 18Inches See special details or Standard Drawings as called for on plans. the htoadst10f1.Consult the manufacturer should may be Type a Submerged soil Is material with Hawn on plans or 200 24 Incites` be pinned at the selected width prior to installing in showed cuc.moeeo. N/A BASELINE 24-Nov-20+5 such loads be present water freelyseeping and enteringthe excava- T00 36Inches` the excavation. P g Cr) •Riprap backing required between riprap and NOTE:MI MONIES MO Wwkmer®Ny.na m In azmrCence with lion,but only part of the depth of the retained W SECTION C-C embankment m"=""wnoresoD Stand.Spnlfirsdlons 7.Previouslydlsturbed soils may beType B unless soil Is submerged.Conditions more severe 3.Excavation 2 feet below bottom of shield is HEADWALL AND WINGWALLS The selection and use of this OREGON STANDARD DRAWINGS they would fpart1926forsollde(See AppeType o would require hthethe services design soils ressuengineer e. TABLE B-Riprap Pad Dimensions Standard Drawing, permitted when no loss of soil from behindred.or B=Diameter of circular barrel or span of arch pipe,box,or open-bottom arch. g,while designee CULVERT EMBANKMENT below the bottom of shield Is encountered.See SubpartPof part 1926 for soli descriptions.Type to establish the applicable design pressure. W D=Diameter of circular barrel or rise of arch pipe,box,or open-bottom arch. Riprap L• T in accordance with generally PROTECTION "t'.-60"represents a more stable condition than Type p T=Thickness of riprap blanket,see Table A. Class (ft) (ft) accepted engineering principlesparagraph 1926.652(e)(2)(1).The com competent P 33 and RIPRAP PADS - P "C-80"described inA endit is Soil that meets 10.The use of the XLAP Trench Shield shall be 50 4B or 1.3 2.3 and ractices,is me sole respon- PP ) v 100 46or1.6 3.a °° personshallmakelhedetenninationfforcompli- slbiiyoftheuserandshouwnot 2015 requirements for Type A,but is fissured is unstable In Sandardsncewlththisdata and OSHA zoo 48or2.0 4.3 be used without consulting REVISION DESCRIPTION once.SuddenshifOngoftheshieldverticallyshall to vibration maybeT Type rock that is Standards.Myuse of thisnetsecialt .I EMBANKMENT PROTECTION Too 48or3.a a6 Registered Professional Engineer. - be avoided. YP Dry productspecialty `L is me greater of 4B or the and material that is part of a layered system where described on this certification could cause abed aimen.on. layers dip Into the excavation on a slope less steep cave-in,collapse or structural failure resulting in 4.Additional shields may be stacked with no than four horizontal to one vertical(4H:1 V)are Type death or serious Injury. D Effective Date:June 1,2017-November 30,2017 RD317 penalty in depth rating.Stacked shields must only B,but only if the material would otherwise be be rated to depth installed.Stacked shields must be classllied Type B. I I.Depth and PSF ratings are for lateral earth pinned In alignmentwith manufacturer's stacking system or approved equivalent pressures only and do not take any surcharges into 8.When excavations In Type C-60 soil are made account with near vertical side walls,soil must be able to 5.Contractor's competentlqualified person shall be ; o stand with unsupported vertical sidewalls long Oresponsible for monitoring soil conditions and shall enough for shield Installation.Otherwise it would be L',.: N mcbe responsible for compliance with all federal, classified Type"C-80". 3_ o12"MIN state and local rules and regulations. O O © O O 18" MAX SEE OTHER SIDE FOR ADDITIONAL INFORMATION ON INSTALLATION & HANDLING e© COPY'RIGHT U.S.A. EFFICIENCY PRODUCTION, INC. 19,9f�. 'e z ■Y. r i i `\ v tom' wv W�iipji Hj??�ji�C•�O Oj riCi�rA: R.D PP,O C �S' F !f.- =CD o �ii�i� p4 ilia•ij Q JZio i���✓r�G ��QROFESB� 9��/��G1NEF ss''U � dw � � i a ��t?,...�0ii"jiSii. ��iNM a ���1,,41.314.,,,O,,4,44''''' ��� � N OSJ. y �r\ V Ra�Ov��� 111511 ��O:4,4 y QQSV F91f8``�\� yY 75 y r_ cF z = 69082 m ON ,- 42736 r co MAX * E C 30/08 �� yn16• a L��p� v�r1 �1`71 �.+� i C�j © 0 'Pj cr.. c�..._iVFiA. p� W IVIL �P* 9 We"LIS, •tffitiG777 aa7hh r © W W © °PCALifoCp W SQL tlQg Q 1. FOR USE ON 12"AND SMALLER DIAMETER WATER MAINS. f� W z - J YNOTES: _Ij KE 0. A. 1"TANK VENT WITH MSA VENT CAP O Q B. 1"GALVANIZED VENT PIPE 0 C. POLYETHYLENE MALE COUPLING 1"I.P.X a"BARB INSERT D. r THICK-WALL POLYETHYLENE("FUNNY"PIPE) E. 1"COMBINATION AIR VALVE. ARI MODEL D-040-C U to F. 1"X 6"BRASS NIPPLE G. 1"INLINE BALL VALVE B 0 0 H. 37 STYLE METER BOX. LOCATION SIMILAR TO WATER METERS IN DETAILS X-x. I. 1"GALVANIZED TEE J. 1"BRASS 90'ELL RECORD DRAWING �� K. 1"BRASS COUPLNG IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q�►t L. 1"DOMESTIC COPPER SOFT K-TYPE SLOPED AT 1X MINIMUM UP FROM MAIN. ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. M. 1"OFF CORP-90'ELL THESE DRAWINGS AREA TRUE AND ACCURATE REPRESENTATION OF Err k--1 N. 1"CORP. STOP(600 STYLE) THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION KNOWN TO WAWS ENGINEERING.THIS RECORD DRAWING HAS BEEN Tualatin Valley Water District DESIGNED:POE 1"COMBINATION DATE:6nno12 PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: ti k\ liar APPEovElxEFK AIR AND VACUUM DETAIL COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR -a (503 SW-1511 Ave.Beaverton,OR d,En .org ,t ` (303)6az-]sit wwW.lV97006 SCALE:MOPE VALVE i FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN 1I INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. _ 59 OF 78 Y DO 0 K O m U W U' 0 /- __--- _- / �0 Qz - Z W _ ___ // (i1P • SCALE IN FEET ce=dW - FIELD TRUST -/ // w 0 4D i/ _----- 6�� NO SITE ADDRESS - z¢0,0 / / WoO -_-- 67i -- --- --- --- --- -/ -------c -c -�-cam--� 15,--- -- >6=�__ /c rt c 1 0' t 1 . + — ' l .... CONSTRUCTION NOTES: o N N U ALIGNMEaT0 PC - N O1 CONSTRUCT CONCRETE SIDEWALK PER CITY OF TIGARD E N o--- O _ 6 � WA ` T o STA45+73 _ zi STANDARD DWG NO. 120, SHEET D1. QC� i _ S`tF1-56' - - - _ - ---- -a -- --I _ a — _- - ------i,. 58 321N_ o -- - - - - I =-- --- ---- -. O $ 9 - _£Bb.bL - —- T ' - - - _1 ---j- J O3 CONSTRUCT (S) STANDARD CONCRETE CURB PER CITY OF z J . ALIGNMENT ANGLE POINT > ± =JTi1 = _ z 11J 11 CONSTRUCT ACP ROADWAY. SOOR— i .r- F - - FDETAILS, SHEET C4. w a i o J WI , y5j, --- . I - - -- - --_ -- - _�_ 19 CONSTRUCT REINFORCED DRIVEWAY PER DETAIL, SHEET DX. o c5i z a = C/) _- 1 . /j �, r i - _ T\ 1 __- A} Ep / _ C� o o — a a/f 1 2 ADD ,, �I�T� L (3� WORK __-_ � ;I <Q 22 CONSTRUCT 6 FOOT TALL TYPE CL-6 CHAIN LINK FENCE PER Z o z Q — r � _ _ / I ODOT STANDARD DRAWING RD815 L. 5 - („ 2---1- �� /IL — — / r �� TERRA FIRMA �' j T 7910 SW HUNZIKER ST - ° . ° ° ° \ ® ZCD / O RECORD DRAWING GROW CONSTRUCTION ' -1 + CD/ 7902 SW HUNZIKER ST IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN 11 N O ,,ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. TERRA FIRMA / GROW CONSTRUCTION AGILYX ° N ± THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF 7920 SW HUNZIKER ST 7900 SW HUNZIKER ST --- 7904 SW HUNZIKER ST C) THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION / KNOWN TO WALLIS ENGINEERING.THIS RECORD DRAWING HAS BEEN PROPOSED PROPOSED CI (n PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. R/W R/W Q WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND P LAN COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO o LLJ �/) RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR 52' R/W _J FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN I— L INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF 6' S.5' Q '- EL ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 11' TRAVEL LANE BIKE LANE ~SIDEWALK-- 1--6" 6" CURB 0 (TYP) ,fie n ,,,,.)( itio _ I � L ., ,_,, n • " \ I _ _ _ _________ tit ` ADD ALTERNATE LIMITS OF WORK \ � w \�`P ` T.L. 1100 FIELD TRUST 2" LEVEL 2, 1/2" DENSE ACP z,, r.r.),o; \ O O 12" DEPTH CEMENT AMENDED SUBGRADEo \0 MAP 2S 1 01 NO SITE ADDRESS WEARING COURSE, TYP �aiii:514:nm. a ` \ DAVID M. MUNRO, SUCCESSOR c) 5.5" LEVEL 2, 1/2" DENSE ACP O '`` \ \ TRUSTEE OF THE FRED W. BASE COURSE, TYP 41 FIELDS REVOCABLE LIVING 00 ®� �,x� , TRUST AGREEMENT N i_ SW WALL STREET SECTION STA 23+03 TO 26+70 1— NTS w \ ^ �\ 19 _ < PROPOSED PROPOSED w I A\ �� h -_ RAW R/W o 1 / y s LL I 52� R/W O O W. a Z ���/ � CL ( CI I'l W q fY LLJ (/) v Z LLJ 11'TRAVEL LANE 6' 6"CURB Q I— Z & <0. J LLJ BIKE LANE (TYP) C_7 O LLJ \ - 0 � ." . „ 6 SW.... .... .. _ +________ _ _ WALL ST › , ,, , , , , ,,,...... I L_Te CD Q > ,,,00 \ _ t 'IP 0_ r 6 y _ ® e 2" LEVEL 2, 1 2" DENSE ACP II \ \ / 12" DEPTH CEMENT AMENDED SUBGRADE \ H WEARING COURSE, TYP Q 3 x =-- _---V12\ SD 3S o -\t2� 4WISO -- / -S \ ' 5.5" LEVEL 2, 1/2" DENSE ACP i' I �� A / TRIMET BASE COURSE, TYP PLAN SW WALL STREET SECTION STA 26+70 TO END DRAWING NO: A NTS SEE SHEET C32 FOR A LT 1 UTILITY IMPROVEMENTS 60 OF 78 Y DO o 03 _--3 _ (41 LLI 0 FIELD TRUST MAP 2S 1 01 z4 NO SITE ADDRESS o DAVID M. MUNRO, ` ce2 1,1 \ SUCCESSOR TRUSTEE OF THEz o o"c' o� �' \ FRED W. FIELDS REVOCABLE 0o 40 z a cc o3 !% LIVING TRUST AGREEMENT wook %�' v SCALE IN FEET i \ W a 10 %// /\ I i N. I \ CD !/ \\\ I \ I + _ o STR ION NOTES: '-'F--- --- F---F-'-F---F--'FI -F'-'F---F---F---F---F---F---E I CON UCT N J I 5 o \ O3 CONSTRUCT (S) STANDARD CONCRETE CURB PER CITY OF 6 Q Q ° ° \ TIGARD STANDARD DWG NO. 125, SHEET D1 OR (M) MODIFIED I o CONCRETE CURB PER DETAIL SHEET D1. o W ° SW WALL ST o /I\ 11 CONSTRUCT ACP ROADWAY. SEE TYPICAL SECTION FOR Z _/ _ors., �, JU I o -- I _ _ _ S40' 32' 30"E _ _o DETAILS, SHEET C4. N?} — V — — — — WCr) -fib_-. 833.63 oM { \ 833.63 _ c — 10 5 F 22 CONSTRUCT 6 FOOT TALL TYPE CL-6 CHAIN LINK FENCE PER o a z F— %� ODOT STANDARD DRAWING RD815-Jul � Fx.0 11 f'--F -F---F---F---F--,• - _I i a-c0+ W _ (n `� o ioa U Q I r __ — --- -- z ooz �� END OF(�CURB ___ -- - - _ 22 3S - ADD ALTERNATE _ LIMITS OF WORK ,..30 Z O go > > > > o_ V o I- W PLAN Qwo of � o 1— CC aCL =1 wo ■ Nm r N m o \ y GPR8 .�=; -al o PROPOSED PROPOSED /� z R/W R/W •V= o co L.,� ,, -52' R/W a s a 11' TRAVEL LANE 6' f 6"CURB BIKE LANE- (TYP) F- U .\yp w �' QCC I— CD I— W 12 2" LEVEL 2, 1/2" DENSE ACP - " DEPTH CEMENT AMENDED SUBGRADE WEARING COURSE,TYP J 5.5" LEVEL 2, 1/2" DENSE ACP- W RECORD DRAWING o a > o BASE COURSE,TYP IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN ACCORDANCE DRAWINGSHAREEACITY TRU�AND ACCURATE REPRESENTATION PROVED PLANS AND IONS.OF W THESE SW WALL STREET SECTION STA 26+70 TO END THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION U V) NTS KNOWN TO WALUS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. A WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND g COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO II RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR Q DE FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN (.., INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. I - DRAWING NO: SEE SHEET C32 FOR A LT 2 UTILITY IMPROVEMENTS 61 of 78 BASE BID ALTERNATE BID 0 O -.1111 ► CC CC 0 00 0 40 80 W 0 X Z SCALE IN FEET 0 Z w (� d W wc=:za z0�� ` z< wo0k W F 0 0 0 0 0 j= m 0 + FIELD TRUST W_20 ± o N N _ NO SITE ADDRESS co z STRIPING NOTES N SW WALL ST BS N z CD REFER TO PAVEMENT MARKING STANDARD DETAIL BLOCKS ON B a C.> - -- - - - a DWG. NOS.TM 500,TM 501 AND TM 502,SHEETS D6 & D7. I- ^-1a R I R a I * ' R I- 0 z w o 2 — - - - -L 8 — ! - - - - I— 2 ^�� Z N N O R' = Nam} W W Z ,ai I zw — — — — - _ I zo <=0 = N — — — — — — — TERRA FIRMA _ o o I- J �� D 0 7910 SW HUNZIKER ST I- m o o 0 GROW CONSTRUCTION a z / \ \ 7902 SW HUNZIKER ST Lii — E �20 LAND HUNZIKER ST N 7900 SWi GROW O HUNZIKEROST / LYX 7904 SW HUNZIKERAGI ST w lr -- ) / I� "' SIGNING NOTES z / ' 0REFER TO TRAFFIC SIGN AND POST DATA TABLE, SHEET D10. 0_/ // I / Cl) /� I /1 I / CD PLAN z cD v> 1— \N FC) + _1 " o \SEE ■—. m a N H0 26k FB°\I \ G3,y3=- g\ 2 o �� E co FIELD TRUST o - MPS°� rn \ NOFIELD SITE ADDRESS NO SITE ADDRESS ' \ \ \ V A • % i CD SW WALL ST 0 U CC LLI Cr) ILL 44+00 CD U) z O 0 LLJ 1 uJ N > > - > > > > > > > L.1_ J LIJ CD < 0 - CC CL 0cn � A® RECORD DRAWING mo 3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. mar (., THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF PLAN THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION [.r KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO ig 3 RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FN�ORPORAT D INTO ITR ANY ERRORS OROAMSISAIO ESULTNS .CHTHO T MAY HOSE USING THIS RECORD AVE BE A�T 3 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. _ 62 OF 78 O 2 / cc Q r� Q = Q / \ Wo`L \ / -,-, 0 0 Q / /off NWZ OQ OO'N / j ''' ! ! 1 WO a / JZoL o k / f 0/� / I m CD / M CO / / ›- CO U U V OD / 0 V I ;+~' / ��z; �� r� ;l C Uz �<c4' 1 "� Il //lI l w a i o Q / '/rf /~ Z 2 U �04/ --�-;+/ 0�< 0 / a 1! 4Y\ o-o op 1.4 0 \ 0 % p�//�� / 11 $ o z ----I �''/ '/I//o v, / 0/ 111 ' /„ 1 Viz/ IRR ATION L1.1 (TOP) IRRIGATION L1.1 (BOTTOM) IRRIGATION L1.2(TOP) IRRIGATION L1.2(BOTTOM) ,Q / !,% //ELu PLA T G L2.1 (TOP) PLANTING L2.1 (BOTTOM) PLANTING L2.2(TOP) PLANTING L2.2(BOTTOM) / f�/, / J r I 7 T I / PA l / Li I I .�! cn •'� 4!fir ' $ wa>■rirnsre+�ealam�s-s:wmarws;aF,ee�.��;w� �� A.°:�. .e!�.+, �, ,_..�_+�.± .-_+�_±.s,....4_..�,...� ! • o owl' 0 / - - - - J - - - - f I I 4 - J / I I - I IJ. I / I LANDSCAPE INDEX OF SHEETS GENERAL NOTES 'la � �: o \ / -..... / L0.0-LANDSCAPE KEY 1. SURVEY INFORMATION: L1.0-IRRIGATION NOTES THE ELEVATION DATUM FOR THIS SURVEY IS NGVD29(47) _ aL1.1-IRRIGATION ELEVATION+153.44' F Q I L1.2-IRRIGATION N:648618.54 U co lal In L1.3-IRRIGATION E:7621675.04 'o L2.0-PLANTING NOTES THE BASIS OF BEARINGS WAS ESTABLISHED BY HOLDING CES NW CONTROL POINTS 10 AND 13 AS N 03°22'09"E. c a. L2.1-PLANTING HORIZONTAL DATUM:LOCAL CES NW CONTROL L2.2-PLANTING L2.3-PLANTING 2. ALL WORK PERFORMED IN CONNECTION WITH THE CONTRACT DOCUMENTS,INCLUDING MATERIALS FURNISHED, L3.0-IRRIGATION DETAILS WORKMANSHIP,AND MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE LATEST STANDARDS, L3.1-IRRIGATION DETAILS PRACTICES AND REQUIREMENTS OF THE APPLICABLE FEDERAL,STATE AND LOCAL AUTHORITIES. U L4.0-PLANTING DETAILS J 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS,DEPTHS AND ELEVATIONS PRIOR TO CONSTRUCTION AND ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH ALL 0 CONSTRUCTION ACTIVITIES.THE LOCATIONS AND IDENTIFICATION OF UTILITIES WITHIN THIS DOCUMENT IS FOR (z INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE.ANY DISCREPANCIES BETWEEN SURVEY I- CL INFORMATION AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S n W REPRESENTATIVE IMMEDIATELY. Q IY 1- 4. IT SHALL BE UNDERSTOOD THAT THE IMPROVEMENTS SHOWN IN THE DRAWINGS AND SPECIFICATIONS IS CD LJ MEANT TO COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES.DESIGN CHANGES,CONFLICTS,OR ISSUES RECORD DRAWING ~ J THAT ARISE THAT WOULD CONTRADICT RELEVANT CODES AND ORDINANCES SHALL BE BROUGHT TO THE IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Li J J ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. 0 Q THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF O 1- CC5. CONTRACTOR TO COMPLY WITH OREGON LAW REQUIRING ADHERENCE TO THE RULES ADOPTED BY THE THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION OREGON UTILITY NOTIFICATION CENTER.THE CONTRACTOR MUST NOTIFY THE OREGON UTILITY NOTIFICATION KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN 1- CENTER AT LEAST 2 BUSINESS DAYS,BUT NOT MORE THAN 10 BUSINESS DAYS,BEFORE COMMENCING AN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. U N EXCAVATION.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090 AND ORS 757.541 WALUS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO TO 757.57.PHONE CONTACT FOR THE OREGON UTILITY NOTIFICATION CENTER IS 503-232-1987. RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN II Q 6. CONTRACTOR TO REPAIR AT OWN EXPENSE FOR ANY DAMAGE DONE TO UTILITY SYSTEMS,SURFACE INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD PAVEMENTS,SITE FEATURES,AND STRUCTURES,WHETHER INSIDE OR OUTSIDE OF THE PROJECT LIMITS,THAT DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ARE NOT DIRECTLY INDICATED TO BE REMOVED OR RELOCATED AS PART OF THE PROJECT CONSTRUCTION. ITS ACCURACY BEFORE APPLYING R FOR ANY PURPOSE. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES SHOWN IN THE DRAWINGS OR SPECIFICATIONS. ANY QUANTITIES PROVIDED ARE FOR CONVENIENCE ONLY.OWNER'S REPRESENTATIVE TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. DRAWING NO: 8. UPON PROJECT COMPLETION,THE PROJECT AREA AND ADJACENT SPACES SHALL BE FREE AND CLEAR OF ALL L0. 0 CONSTRUCTION MATERIALS,WASTE AND DEBRIS.CONTRACTOR TO REMOVE AND PROPERLY DISPOSE OF ALL MATERIALS AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS AND MUST MEET ALL APPLICABLE 0 40 80 160 REGULATIONS OVERSEEING WASTE DISPOSAL. NORTH 67 OF 78 U W IRRIGATION LEGEND IRRIGATION NOTES LIW SEE SHEET C2 FOR PROJECT LEGEND 1. CALL UTILITIES TO LOCATE EXISTING SERVICES PRIOR TO EXCAVATION. a 0-j a ctoo o IRRIGATION HEADS 2. SYSTEM OPERATION AND DESIGN IS BASED ON 60 POUNDS OF PRESSURE AND 18 0 Z 0 a NW GALLONS AT THE SHUTOFF VALVE.THE CONTRACTOR SHALL VERIFY THE DESIGN N PRESSURE AND VOLUME BEFORE INSTALLATION AND NOTIFY OWNERS a o o a REPRESENTATIVE IF THERE IS A DISCREPANCY. F a SYMBOL DESCRIPTION MANUFACTURER MODEL NO, PSI RAD. GPM 3. CONTRACTOR SHALL REFERENCE PLANTING PLAN(S)PRIOR TO INSTALLATION OF m SPRAY HEAD HUNTER MPL/MPRCS515 40 5'X15' 0.22 VALVES.LOCATE VALVES IN PLANTING BEDS WHEREVER POSSIBLE.ADJUST VALVE e SPRAY HEAD HUNTER MPSS530 40 5'X30' 0.44 LOCATIONS TO ELIMINATE CONFLICT WITH PROPOSED PLANTINGS AND PLANTING m V SPRAY HEAD HUNTER MP1000-90 40 8'-15' VAR. PATTERNS. 1- 1- 4. VALVE LOCATIONS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE NOTE:ALL SPRAY BODIES SHALL BE HUNTER PROS-06-PRS40 CV OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF NEW IRRIGATION SYSTEM. a, t 5. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LAYOUT OF ALL NEW PLANTING IRRIGATION EQUIPMENT 1-9 2 AND SEEDED AREAS ON SITE BEFORE STARTING WORK AND IMMEDIATELY NOTIFY o a L3.0 L3.1 OWNER OF ANY DEVIATIONS FROM PLAN. (7) .-3 e a SYMBOL DESCRIPTION ^ "> 6. NEW TREE LOCATIONS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE v a t OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF NEW IRRIGATION SYSTEM. � . ® WATER METER/POINT OF CONNECTION-SEE CIVIL Z a i u S REMOTE CONTROL VALVE 7. THE CONTRACTOR SHALL INSTALL QUICK COUPLING VALVES A MINIMUM OF 200' 0 i i a O ALONG MAINLINE AND AS SHOWN ON PLANS AND DETAILS. - QUICK COUPLER o i o ►/—GATE VALVE 8. THE CONTRACTOR SHALL INSTALL THE IRRIGATION CONTROLLER(S)AT THE Z LOCATION(S)SHOWN ON THE DRAWINGS,ON THE SPECIFIED PEDESTAL PER THE IV BACKFLOW PREVENTION DEVICE MANUFACTURER'S RECOMMENDATIONS.THE CONTRACTOR SHALL VERIFY THE —IRRIGATION CONTROLLER LOCATION WITH THE OWNER PRIOR TO INSTALLATION.THE CONTRACTOR SHALL EXTEND CONTROL WIRE CONDUIT FROM CONTROLLER AND DAYLIGHT SIX INCHES INTO MANUAL DRAIN VALVE PLANTING BED FOR INSTALLATION OF AUTOMATIC VALVE WIRES. (/) W 9. ALL BACKFLOW PREVENTION DEVICES SHALL BE LOCATED A MINIMUM OF 5'-0"AWAY 1- 0 IRRIGATION LATERAL LINE FROM CURBS OR PAVING WHEREVER POSSIBLE. Z IRRIGATION MAIN LINE-2.5"UNLESS OTHERWISE INDICATED 10. MAIN AND LATERAL LINES MAY BE SHOWN DIAGRAMMATICALLY FOR CLARITY.MAIN Z IRRIGATION SLEEVE-TWICE LINE SIZE UNLESS OTHERWISE INDICATED AND LATERAL LINES SHOWN IN PAVED AREAS SHALL BE PLACED IN ADJACENT O PLANTING BEDS UNLESS SPECIFICALLY SHOWN AS PASSING UNDER PAVING IN Q SLEEVING(SEE LEGEND FOR SLEEVE SYMBOL).THE CONTRACTOR MUST OBTAIN THE C OWNERS REPRESENTATIVE APPROVAL BEFORE MAKING CHANGES IN ROUTING OF PIPE CONTROL VALVE TARGET OR LOCATION OF VALVES. CC I:_ STATION NUMBER 11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING AN �\\\ � AREA DESIGNATION: L=LAWN S=SHRUB D=DRIP APPROPRIATE POWER SUPPLY TO THE IRRIGATION CONTROLLER LOCATION. tie ltr FLOW IN GPM VALVE SIZE N. I IIJ a o a E W PO I— U W 0 IC I— IZ n W CC WCC I— Q C2 E RECORD DRAWING ~ W IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Li_ _1 1-1-1 ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. 0 Q THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF S. O THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION KNOWN TO WALUS ENGINEERING. THIS RECORD DRAWING HAS BEEN ~ CL PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. U (./)WALUS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO w A RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN II INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD '' DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OFAir u► ITS ACCURACY BEFORE APPLYING R FOR ANY PURPOSE. DRAWING NO: L1 . 0 68 OF 78 1- O x O Q J WDL'W LU do ax Jr1 CO oo<z (nWxO LLI Od'OU'N LU Z W (I) JO Oa IIII 0 2"SL. F3/4" 1"7 3/4 m Gi .4:!ra.. 3l4" 3/4" 3/4" 4,SL. gHei__Y___ B I -4 e\ ---- zONWKoz UN tn. J JG ,74 Z Z2 a-.z ia oi o z I \-LATERAL LINE IS SHOWN DIAGRAMATICALLY. LOCATE PARALLEL TO PAVING IN PLANTING AREA-TYPICAL. Z O I-- C_D CC CC : r� ,, Wo 0 N o LIJ CO $I& Lu AIMU mii POINT OF CONNECTION cz Q 0 co PO W. Id 6 1" 1 1"-.1 1/4"-_3/4"--\ �1" -3/4" 1" [2"SL.i-4"SL. © -e, b o b o 3/4" 1" U 1 1/4"o Li I 0 CC WCL Il n LJ Q Z -6"SL. CC LLI a"sL a°sL — �3/4 RECORD DRAWING ~ --- e �-_ - _ V _� 4 e 4 e 4i IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q WI :4"� ��2"SL. ��314" �1" 3/4" 3/4" ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. 0 O THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF CC THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION CL KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN 1- LATERAL LINE IS SHOWN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. CD N DIAGRAMATICALLY.LOCATE PARALLEL WALUS ENGINEERING IS RELYING UPON THE ACCURACY AND = TO PAVING IN PLANTING AEA-TYPICAL. COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO A RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR \\\\\\\\\\\ FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN II �+ \\ INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD t©��©ir DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ® ITS ACCURACY BEFORE APPLYING R FOR ANY PURPOSE. Air" 0 DRAWING NO: 0 IMM 0 5 20 40 1 . 1 NORTH 69 OF 78 1— U 2 ° m 0 —ILI iL'w v- W aIX_Ia Q O w W MAIN AND LATERAL LINE ARE SHOWN \sk w z o—w a U) DIAGRAMATICALLY. LOCATE PARALLEL © CO Li I-,u_o a TO PAVING IN PLANTING AREA-TYPICAL. 1" 9 I I I ' a 0 r m 3/4"I i-2"SLJ--4"SL. .fir mmmmmi mommmm mimmmm I Z a F w �. C. �J -- v a z z - xo O U Z Q Z O O W Z L Z O Z z O I— CD CC CC 1111111 Xi co LU �� MAIN LINE IS SHOWN DIAGRAMATICALLY.IN ICALLY. CO LLJ LOCATE PARALLEL TO PAVING IN I PLANTING AREA-TYPICAL. W W M LL 3l4", 1" 1" 314" 3/4" I Al I 3/4" I— I O T mommmi 016) — , LU 1 O O CC I I— a. I W n — 1— z CDC W RECORD DRAWING ~ W IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Li_ _1 W O ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. 0 Q THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF S- O THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION > CC KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN ~ CL PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. U (./) — WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND m COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO - A RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN so • INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD Q DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OFAir u► ITS ACCURACY BEFORE APPLYING R FOR ANY PURPOSE. DRAWING NO: 7-1..1-7 0 D 5 20 40 21 . 2 NORTH 70 OF 78 1- 0 Lu - s F -- Wou-w <owa '/ '� --c •♦ 0 UUQZ N W o O MAIN LINE IS SHOWN DIAGRAMATICALLY. I I z -0 N /// \ LOCATE PARALLEL TO PAVING IN CO o v o a ♦ PLANTING AREA-TYPICAL. LU ill W ♦ Q VI m 1" 12 1" 15 CC CC • q - z i /�/ % 1" 1" 3/4" ti e i$ /// ` - _ _ _ _ _ _ - - - - La may?} 0 z "w a /Vl z o O © 3/4" o z o a oLa! 1 p Zo= Z L. ® 1 I I 0 0 I— V CC CC LL1 0 CO Q I n w = i o v) j II y i 1 o 0 z 0, ,_ - 1..r.'c°,-‹1 , U 1 ss ss ss __I. w V 1 O CC - - - - - o I— w 0 w w Q CC I— U 11 � w . . RECORD DRAWING ~ IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN _1 ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. 0 < THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF CC 0_ THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. CU U) WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND w COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO - A RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN II INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD Q DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF u► ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. DRAWING NO: 77..77 S 0 5 20 40 L 1 .3 NORTH 71 OF 78 15 PLANTING LEGEND W SEE SHEET C2 FOR PROJECT LEGEND < a woww ace_la Lu TREES o oo a z v>wxo od'OU'N Z W J O L O a 26 ACER TRUNCATUM X ACER PLATANIODES ' III 2"Cal'WARREN PACIFIC SUNSET MAPLE NV a 37 NYSSA SYLVATICA 7 • 2"Cal ITUPELO m L4.0 U U STORMWATER PLANTSIGROUNDCOVERS 2 6 L4.0 L4.0 a _ i ® 131 CORNUS SERICEA'ARCTIC FIRE' 2 al'ARCTIC FIRE DOGWOOD;2 GALLON;AS SHOWN o F.LN 120 SPIRAEA X BUMALDA W Q J O 2 Gal IBUMALD SPIREA;2 GALLON;AS SHOWN c. x 115 SPIRAEA BETULIFOLIA x o 2 Gal'BIRCH LEAF SPIREA;2 GALLON;AS SHOWN Z a i u //� 1027 ICAREX ' ' i o a 11 Gal ICE DANCEMORROWII SEDGE;1ICE GALLON;DANCE 12"O.C. o PA 884 CAREX MORROW!!'SILVER SCEPTRE' z z oz 1 Oa!'SILVER SCEPTRE SEDGE;1 GALLON;12"O.C. 1402 CAREXTESTACEA 1 Gal'ORANGE NEW ZEALAND SEDGE;1 GALLON;12"O.C. :; 1103 JUNCUS PATENS'ELK BLUE' ........:•x:< 1 Gal IELK BLUE CALIFORNIA GREY RUSH;1 GALLON;12"O.C. L_LI I- 0 Z CD PLANTSIGROUNDCOVERS 1 2 3 Z L4.0 L4.0 L4.0 Z 68 ILAVANDULAANGUSTIFOLIA CL (:) 2 Gal'ENGLISH LAVENDER;2 GALLON;AS SHOWN 147 MAHONIA NERVOSA 2 Gal IDWARF OREGON GRAPE;2 GALLON;AS SHOWN 57 INANDINADOMESTICA'MOON BAY' ® 2 Gal HEAVENLY BAMBOO;2 GALLON;AS SHOWN it © 83 VIBURNUM DAVIDII 1f W c N- 2 Gal IDAVID VIBURNUM;2 GALLON;AS SHOWN � co .; 1310 IFESTUCA GLAUCA'ELIJAH BLUE' ni Gal BLUE FESCUE;1 GALLON;12"O.C. c ;;;;; ;;;;; 913IIRISTENAX E:::. .:... 1 Gal OREGON IRIS;I GALLON;12"O.C. c~i cao 2 :1- W ti tip ;; 827ILIRIOPE MUSCARI 6 ..n..o...... K9M47_71 1 Gal LILY TURF;1 GALLON;12"O.C. I— 'TEMPORARY SEED W 0 I— a. PLANTING NOTES o w Q � � 1. CONTRACTOR SHALL PROVIDE PLANTING SOIL,SOIL AMENDMENTS,AND MULCH TO U I-cf) LZ THE COMPOSITION AND DEPTHS IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS OF THE CONTRACT DOCUMENTS. RECORD DRAWING ~ ._ IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Li J WI 2 ALL PLANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS AND THE ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. 0 Q SPECIFICATIONS PROVIDED AS PART OF THE CONTRACT DOCUMENTS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF U 1- CCTHE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN 1— 3. QUANTITIES ARE LISTED FOR THE CONTRACTOR'S CONVENIENCE ONLY.ALL PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. U (/) COUNTS MUST BE VERIFIED BY THE CONTRACTOR.IN THE CASE OF A DISCREPANCY WALUS ENGINEERING IS RELYING UPON THE ACCURACY AND BETWEEN THE LEGEND AND THE PLAN,PLANTS INDICATED ON THE PLAN SHALL COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO 7 A SUPERCEDE QUANTITIES LISTED IN THE LEGEND. RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN II 4. UTILITY LOCATIONS SHOWN ON PLANS MAY DIFFER FROM FIELD CONDITIONS. INCORPORATED INTO R AS A RESULT. THOSE USING THIS RECORD Q CONTRACTOR TO FIELD VERIFY ALL UTILITIES BEFORE INSTALLATION.CONFLICTS DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF BETWEEN ANY EXISTING AND PROPOSED UTILITIES ARE TO BE BROUGHT TO THE ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY. 5. ALL PLANTS REPRESENTED WITH A HATCH SHALL BE LAID OUT WITH A MINIMUM OF TWO ROWS OF PLANTING. DRAWING NO: L2. 0 72 OF 78 I- 0 1.1 F a 4\ c, o a Wou_w coc0,<z N W 2 O EXTENTS W a N VERIFY IN FIELDOFCUT- -10U-0a La a 0 alk (IXIXIYIXD �.4 i'.�4�6 • ..C.. .. G �� 4 0 r o o ` ,_ r_ t. 00 %1 O 6fO0L10000C[�OGO000' '�'#> O. {)dif00'Oa9R bo�Oetoeeaaoao..._._._._..._._._._._._a .e.,CrGrErGGrr�E+Plr> 7.('00 -o' J J 1 d�00��s o-r0 00 o° 00 0 to 0 z 0 f1 N C W N Z 4iV W ° ci c.�ie�� ti d pjp!Liq1j:pjr' ea�saaai� Z s 0 friri 7 , z 000� OEId`"0�.�zf,gam Z o W o (�r��/zOz 0 CD Z 1— Z 0_ LLJ 1111111 WoCO C\i U) Cn z?1 z 1- 0 d eoaarr r7r^�c�c�e`��iei�i � r�� ia00m�0,0,�;20�000rfoomr�oc0000000ppsrusrziefQe00m^TOo�°°000000°..........: ,... 00rlG�... 5&Sos� ,.wms♦>e. ..e..eeee..rJp1r.+.r C36n.:u�o..o..o „ �P"��Ititr.�r. �.���sodosw6 a?..,,..,,,... O�(e7f -- Mr I— W 0 0 O W 0_ CC Q W CC CiAla 41/Ak RECORD DRAWING �- OC�000ec� � faaagaa+ erg ire iiD.O ClilO •• ari!!1l ffe�00000a¢oo°goop •• oo'000b000!!:!l A& red000so••••INCIIIr�s'IONIA NW eK� M.tiwt r s. ion ft 'c "�i W J \—�JJ OOGOOOOattti�Ki000000 IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. o Q THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION CL 0 KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. CD (I) WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO - A RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN II INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD Q DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF u► ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. — H DRAWING NO: 7.L.1-7 0 0 5 20 40 L2. 1 NORTH 73 OF 78 I- 0 La F O J id p w CNJ LLJ aca J CDU 8¢z LL LLI 0ce00cv EXTENTS OF CUT- in _1 o u_o a VERIFY IN FIELD F- 0 700DEi0100000000(7. x�sAl& Alt dillt U U CO 002 n,.,dg 'llrEs iraMMAn�� iir ...2121 '1(4114"r4%/Lir/1Ctrit h 0 io[1gg000000c _ .o..do,...0000;0.. ...........::.znxi 1p.E�t��ioL 3 S��!�ri:!i iii O oo ooit..• M M jri • 070flpOzsaofraeG lit �0 ;t �� OFoc000000 ••••�papppppppp R, Jr Mg' W ktillY 0 0 < Ft N C < W y Y J CS'® vy _ <z U U p 0 W 0 z o z ` r- CD Z 1— Z Cl_ Lu o i"hlly W o Q _,co csi III sF LLI LLJ LLJ LJJ (n CO z 5 p W I1 _4_,--)c-071 d dilk Animaork O t']Ii Onn Go0oo7r •. e• 1 , ' . r r •-- ssoo'^o.(�.o*��► - .,., „S ` i��//.O,O,.O Td`,.pK�rIA�II 1:1'D.2,6'1.°.0.@".1.... ........_�3 1',0''°E4Ell-4`5°154iT ir_W_[t 2 it_t0000000°°14``7 I— . 05�000�000: .:��-rr.: --. -.AU �a�+�riiiien ��. z*NIN7000000000 �iiiiiii7iWilk 000000Q05i.. ....;..i.iG•i..•I (_) 0 I W LLJ QCCI- ' Ln W C_ a o Q RECORD DRAWING 1- ® LLJ IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN J ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. 0 Q o THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF O THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION Cr: CL KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. CU (I) WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO - A RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN II INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD Q DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF u► ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. z� H DRAWING NO: 7.L.1-7 0 0 5 20 40 L2.2 NORTH 74 OF 78 1- o w F "ca — 0a ---- 0 ¢ ¢ a0ud ¢pw N w z O i — �i _IZDU W� S � CO --- W. LL.I W ..--- a 90 0 a c0 EXTENTS OF CUT- U U p VERIFY IN FIELD M Q pd• e c3 j -e 6.. ��l� ooOoOo to vi Gre l U"04( s000030240o.00 .....�G0_000O00Qobao. . . ypQ�ooe0000000o n000000.0 z 4<z w a"o o . z 0 r 0 zia _ L., U 0 0 CD Z_ I— Z 0 > KEY NOTES 0 m Q LL SEED ALL AREAS OF DISTURBANCE ASSOCIATED WITH UTILITY IMPROVEMENT AND 111111 I LLI CONSTRUCTION ACTIVITY g F 5 � o 0 p oo d ,-.4 I L...-)":1 1 '^^^^I (.._.) ^^^^^ (OOOOCIOO_0.01, 00000000000 'jtO ,.1 . .ii♦ C 000,000,,1„6:3.20 5 OOG00000 �.Q�99l�161�lQi0000e0oo",,,,, o'660000�508 _);_ 1_ .. _,L_Li Nur Nup. will 1 0 o 1 0 00 CC I I- 0_ cn --v i .S,R r fix ,1,-,.'...-.a k» --4m,as.%i'S2...,m o eSi_.., ,e, ,,,, .. ,,z ^., x a-`x a.,,-C` r- uJ pc V c ) L,J RECORD DRAWING ~ LIJ IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN L._ J ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. o < THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF CC O THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. CD (I) — WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO - A RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN II INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF u► ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. DRAWING NO: 7-1.-1-7 S 0 5 20 40 L2.3 NORTH 75 OF 78 RECORD DRAWING IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF WATER METER-COORDINATE LOCATION NOTE:INSTALL BACKFLOW PREVENTOR PER TOP OF BOX FLUSH IN LAWN NOTES: THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION WITH OWNER'S REPRESENTATIVE CODE AND REQUIREMENTS OF PREVAILING KNOWN TO WALLIS ENGINEERING. THIS RECORD DRAWING HAS BEEN GATE VALVE(LINE SIZE)EACH 1. CONCRETE BASE TO EXTEND o PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. LINE SIZED GATE VALVE-TYPICAL SYMBOL JURISDICTIONS. SIDE 12"BEYOND CONTROLLER isa WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND BASE IN ALL DIRECTIONS. w o"'' COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO - I \II VALVE BOX WITH LOCKING a 0 J a LU RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR PRESSURE REGULATING DEVICE -I —1I I I i, �l ;040 4,, COVER.TOP OF BOX 1/2"ABOVE 2. ALL WIRES TO BE INSTALLED CONTROLLER WITH LOCKING ACCESS DOOR 0$a z Z % MULCH IN PLANTING BEDS PER LOCAL CODE. v>w Z o FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN SEE SPECIFICATIONS / y o o o a DOCUMENINCORPORTTED AREINTO IT ADVISEDATO OBTA/NT. THOSE INDEPENDENTING THIS RECORD 1 VERIFlCATION OF BACKFLOW PREVENTION DEVIDE-WATTS 007, `- SPECIFIED BACKFLOW 3 RECOMMENDATIONFORFOLLOW RS PEDESTAL MOUNT Jou_o. JO iOak ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. FEBCO 850 SERIES,OR APPROVED EQUAL _I I - -- — PREVENTION ASSEMBLY MOUNTING INSTRUCTIONS. CONCRETE BASE ON COMPACTED SUBGRADE. I. a III T � "` SPECIFIED MAINLINE TO ZONES II I I i=I I I I�eili6iI;Jl;it I1I114ljl�i - 1 N FINISHED GRADE m - =-UNION EACH SIDE III \ ii� D 12" 12" } F I I /y a i i --BOX EXTENSION m SOURCE > -• M- - P - * 0 MAINLINE.1 + TO SYSTEM > I_ 0 AI Q _ SUPPORT BLOCKS = ZINC PLATED STEEL BASE WITH STAINLESS =I - MOUNTING STUDS SET IN CONCRETE BASE A La �' % BRICK OR CONCRETE BLOCK Z y� • f• �.� . 4._ PER MANUFACTURER'S INSTRUCTIONS. , v� •i0101104 • �- �y 8"MIN.3l4'ROUND WASHED _ - 3"DIA.SWEEP ELL P.V.C.CONDUIT FOR `o ��/ ,••I• �•I I• ROCK COMMON AND CONTROL WIRE TO 5'BEYOND o • EDGE OF CONCRETE BASE. N W�� N/\ 1 FLOW I IIIIII 1 III — CONCRETE THRUST BLOCK 1"DIA.P.V.C.CONDUIT FOR 110 VOLT w ul - l- QUICK COUPLER IN VALVE BOX IRRIGATION SUPPLY FROM m > ELECTRICAL SERVICE STUBBY ELECTRICAL x o MANUAL DRAIN VALVE METER a i CONTRACTOR. zu. 1-U K I-,-. Q z o O POINT OF CONNECTION DIAGRAM © BACKFLOW PREVENTION ASSEMBLY © CONTROLLER- PEDESTAL MOUNT , . :W_< _ o � PLAN NOT TO SCALE SECTION �� SECTION NOT TO SCALE zo 0" 4' 8" 16" i o z NOTE: FINISH GRADE-TOP OF MULCH NOTE: 1. CONTRACTOR SHALL REPAIR TRENCH 1. EXTEND IRRIGATION SLEEVES 24"BEYOND BLACK 4"SNUG CAPS LOCKING MARKER, SETTLEMENT AND RESTORE FINISH I "'°w' a um GRADES PRIOR TO SEEDING OR EACH SIDE OF PAVING. . CAP TO READ"DRAIN VALVE". Q 3"MIN.FROM EDGE OF TRENCH,PAVING OR (- PLANTING AREAS. FOOTINGFINISH GRADE-TURF/LAWN W - II 0 PAVING H'- L,. 11 4"DIA.SCHED.40 P.V.C.SLEEVE LENGTH ROOFING NAIL TO MARK SLEEVEAS REQUIRED Z O FINISH GRADE SPECIFIED DRAIN VALVE(3/4") Q CO w PAVING SUB-BASE z a z CO II I ---I��IIIII Mi IRRIGATION LATERAL OR MAIN LINE CC CD u vu1, a vl I u ��IIIII _um�iu�Iu ¢ .. .. CC T 'v w z I�i 1�i 1�® BRICK OR CONCRETE BLOCK z 2 -III I=III-III— SPECIFIED PIPE BACKFILL w z 'x - SPECIFIED BACKFILL flOt, M I I— I I I-1 I I — z 1.•1.•1,, -III -�I I- LATERAL LINE _ g III �:�O SPECIFIED SLEEVE N 1�.1i.1. - MAINLINE • • Z I - I .•41 -11,1 P.V.C.ELBOW ilili N. I__ - -- __ -I SPECIFIED PIPE BEDDING ! A�'�'( ) ` -I f �l"c�4.e 2 CU.FT.SPECIFIED PEA GRAVEL a cow �` COMMON AND CONTROL WIRE 1-1II-111- - 1i•1BUNDLE AT 10'INTERVALS "�" ' o 12 MIN. c p W M I O TRENCHING IN PLANTING AREA SECTION NOT TO SCALE ISRRIGATION SLEEVE UNDER PAVEMENT ECTION NOTTOSCALE MANUAL DRAIN VALVE ASSEMBLY SECTION NOT TO SCALE d FINISH GRADE-TOP OF BARK IN PLANTING BEDS NOTES: LINE SIZED GATE VALVE I- 1. LOCATION OF QUICK COUPLER IN QUICK COUPLER ASSEMBLY. W VALVE BOX IS SHOWN FOR FINISH GRADE-TOP OF MULCH II FINISH GRADE-TOP OF BARK IN LAWN/SEEDED INSTALL PER DETAIL CLARIFICATION ONLY.INSTALL O ♦ uuwmullulnlwni AREAS OFF-SET FROM MAINLINE. STANDARD VALVE BOX WITH BLACK 4"SNUG CAP. MARK LOCATION ACCURATELY ON CC 10'ROUND VALVE BOX 2. EXACT FITTING REQUIREMENTS, GREEN CV LOCKING LID RECORD DRAWINGS. I- W COMPONENT SHAPES AND 30 INCH LENGTH-COILED WIRE W SPECIFIED QUICK COUPLER VALVE.MOUNT FINISH GRADE-TOP OF TURF/LAWN W SEQUENCE MAY DIFFER FROM THAT II- ABOVE BASE OF VALVE BOX,AS NECESSARY TO SHOWN. SPECIFIED WATERPROOF Q Z ,I, ACCEPT SPECIFIED KEY WIRE CONNECTION iv i v I vi„ _� c/) W I-III 1� GEOTEXTILE FILTER FABRIC _ --TOP OF BOX FLUSH IN LAWN/1/2" _ _ - I=III- I- W LU ��'j�Of ,q I I 1-I I ABOVE MULCH IN PLANTING BEDS L J W -I '"G STANDARD BRICK BLOCKING �I � II =III- -�/ I6"DEPTH PEA GRAVEL z ;' c: VALVELD.TAG4"DIA.P.V.C.SCHEDULE 40 SLEEVE-LENGTH AS REQUIRED O Q- O ) SCHEDULE 80 P.V.C.NIPPLE,3/4"X8"MIN. - 1SCHEDULE 40 P.V.C.STREET ELLn \1 �-��/- _ SPECIFIED CONTROL VALVE cowl" W _ i�rII CC -— �nl�rli�li �' SCHEDULE40P.V.C.TXT90DEG.EL ����I�, ,!11 I�u+III , 1�� -III - - SPECIFIED GATE VALVE-LINE SIZED U U �� SCHEDULE 80 P.V.C.NIPPLE,3/4"X8"MIN. `�, �� ^age'�i� �� P.V.C.IRRIGATION LATERAL LINE - ( �; MAINLINE w •.tO i ..�..� a�i MAINLINE Q o �/ 1i•,/. ••bl 1 - UNION-EACH SIDE OF VALVE II Ill��•wale.�•_ Y-.: •afel`•�•_: 4"X8"X16"CONC.BLOCK 11 be=I =1 -1 � SCHEDULE 40 ELBOW OR TEE _ BRICK OR CONCRETE BLOCK Q -III III } (4)REQUIRED TYPICAL - = SCHEDULE 40 P.V.C.STREET ELL S - - - 1"X 24"LONG SCHEDULE 80 NIPPLE STAKE. I- -i 6"MIN.3/4"WASHED ROUND ROCK REF 2 FASTEN WITH(2)STAINLESS STEEL CLAMPS P.V.C.MAINLINE OQUICK COUPLER VALVE ASSEMBLY NOTTOSCALE ; AUTOMATIC CONTROL VALVE ASSEMBLY SECTION NOT TO SCALE O GATE VALVE ASSEMBLY SECTION NOT TO SCALE DRAWING NO: SECTION L3. 0 76 OF 78 1- U La NOTE:SPRAY HEAD SHALL BE A MINIMUM FINISH GRADE-TOP OF BARK MULCH ? ROUND VALVE BOX-TYP. z OF 1",AND MAXIMUM OF 3"FROM EDGE FINISH GRADE-TOP OF TURF/LAWN a RECTANGULAR VALVE BOX-TYP. 0 a a OF WALK,PAVING,CURB,OR EDGER. w COi ,% // � \ w CO LT_ / I I I/ I I // I I \\ LT_ Wo w I\II�IIYI114�11 "0 <OLd CL ` - \ a)�U LLI la�U UUJ O v � IIIIIIII�II1- lo o 0 o Z Z�UU'N W�_ xo-1 H N <Li.d'N_ _ OI I I POP-UP SPRAY HEAD ASSEMBLY re 0 o o C. s SWING JOINT COMPONENTS: EDGE OF PLANTER BED m POLY-PIPE 4'MAX.LENGTH, _ (2)ELBOWS,&(1)MARLEX STREET ELBOI II=I III= I I— I 1 (2)ELBOWS & —1 1 1=,, 11 1 1=III— I I i 1 NOTE: 1 >p iii POLY-PIPE 1. VALVE BOX LID COLOR SHALL BE PER IRRIGATION SPECIFICATIONS z V. } 2. VALVE BOXES SHALL BE INSTALLED TO ALLOW FOR ORDERLY ARRANGEMENT N i N \ IRRIGATION LATERAL 3. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY OWNER'S REPRESENTATIVE �i . -/I-n MARLEX STREET ELBOW 4. CENTER VALVE BOXES OVER VALVE ASSEMBLIES v ='o 5. P.V.C.SCHEDULE 40 TEE OR ELBOW 5. SET VALVE BOXES WITH TOPS AT EQUAL ELEVATIONS ? 2<z 1-sz W <Z O SPRAY HEAD - POLY SWING PIPE ASSEMBLY VALVE BOX LAYOUT oo=i` o SECTION NOTTOSCALE PLAN 0" 3��, d o z LA- LA-Cr) J Q I- w 0 0 I- Q C_O CC CC IIII1t o , II:/1 co 0 z 0 co p W 1 is CID rl H- C) LLJ 0 OC I— w C] w Q a w C7 cf.) w I--- - w O 0 — � w CD (n - Q® RECORD DRAWING il a4 IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION KNOWN TO WALUS ENGINEERING.THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN L3. 1 INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 77 OF 78 13 U W SPECIFIED PLANT SPACING.SEE PLANT EDGE OF PLANT BED OR ADJACENT PLANT = SPACING DIAGRAM FOR LAYOUT MASSING < a PLANT SPACING REQUIREMENTS EQUAL' I` SPECIFIED GROUND COVER-SEE AREA FOR PLANT SPACING ADJUSTMENT a a PLANTING PLAN AND LEGEND FOR / SPECIFIED PLANTING o w o o 1/ SPACING REQUIREMENTS - /' _. CONTINUOUS-EQUALLY SPACED OUTER z o w + ROW AT EDGE OF PLANTING BED.FOLLOW a Ce a 9 SET CROWN OF ROOTBALL 1"ABOVE FINISH .J o o a ,,� SET CROWN OF GROUND COVER 112" �/ REDLINE AS DELINEATED ON THE PLANTING GRADE \V�, '�/% PLAN.LOCATE PLANTS ONE HALF OF ! I l l 1 ABOVE FINISH GRADE + 0 a MULCH-SEE SPECIFICATIONS r^� r^ I SPECIFIED SPACING DISTANCE FROM EDGE <+5 <+5 MULCH-2"DEPTH Lz r AL,,r OF REDLINE,OR ADJACENT PLANT ----� - c-y FINISH GRADE t - MASSING,UNLESS OTHERWISE SPECIFIED. / � /�// FINISH GRADE ›- ,,,/AAjAjA i A VAS' V/ STORMWATER PLANTING SOIL-SEE ALL PLANTS SHALL BE PLANTED AT EQUAL m i /� / /�V� V/�V�/j + + /�/�/�/ /�/�/—PLANTING SOIL /� „//��� -•>. SPECIFICATIONS FOR DEPTH AND TRIANGULAR ON CENTER SPACING AS /�/�/� �/�A /A/V/VA /jA%'/A'/VVA/ /���/ %�1/A� /AA�\%� AMENDMENTS 0 SPECIFIED ON PLANTING PLAN \/��/�/ >� �v i//\//\/� //� // / / — — — — - SCARIFY PER SPECIFICATIONS �� %// \%\%/j � �///\//%%\Ti��//\\< + + PAC NG STANCCE FROM ANY CURBFIED _I — j� j 1 =III III- SUBGRADE z 1 I 1 I�� UNDISTURBED NATIVE SOIL SIDEWALK,OR OTHER HARD SURFACE, o III—III=III-III—III-1 I 1—III—III—I 1 I . UNLESS OTHERWISE SPECIFIED. ROOTBALL DIAM.+24" III— I 1 1-III-1 I I-1 I I-1 I <Q9� �C4J� SCARIFY SIDES&BOTTOM ' > i_1 1 1=1 I I- EDGE OF PAVEMENT,CURB OR OTHER z =Q c? HARD SURFACE z -- - xo 0 GROUND COVER PLANTING PLANT SPACING DIAGRAM SHRUB PLANTING - CONTAINER o i ia SECTION NOT TO SCALE PLAN NOT TO SCALE �' SECTION NOT TO SCALE o =Z z SPECIFIED TREE NOTES: NOTE: MULCH 1"MIN.-2"MAX.AWAY FROM TRUNK 1-PROVIDE ROOT BARRIER APPLICATIONS AT TREES I I. PR I OR TO PLANT I NG, (. ) WITHIN 5 FEET OF PAVING,CURBS,WALLS,UTILITY REMOVE PLANT FROM J DUCTS OR OTHER APURTENANCES.BARRIER SHALL BECONTAINER PLANT I NG — (2)STAKES,AS SPECIFIED.ATTACH TO CONTAINER AND / Q TREE WITH"CINCH TIES"-NAIL TO STAKE. A CONTINUOUS LENGTH AND SHALL EXTEND LOOSEN S I DES BY W FROM 1/2"BELOW FINISH GRADE DOWNWARD TO A LIGHTLY TEASING OR C) POSITION ROOT CROWN 2"ABOVE FINISH MINIMUM DEPTH OF 24".PANEL GROUND LOCKING ANTI SCRATCHING ROOT SET CROWN OF ROOT GRADE LIFT PADS SHALL BE FACING INWARD,AWAY FROM WALK, MASS. BALL I" ABOVE CD BURLAP,WIRE,AND TWINE,REMOVE FROM CURB OR WALL.ALL PANEL CONNECTIONS SHALL BE PER FINISH GRADE z TOP 1/3 OF ROOTBALL,AFTER TREE IS SET MANUFACTURER'S RECOMMENDATIONS. • I= MULCH-2"DEPTH. it", # FINISH GRADE <C PLANTING SOIL MIXTURE-SEE /\/ /\ .:� �� ��w� �w• �,• �,�-�, CL SPECIFICATIONS �z" \ \ - i ti �i.;%t�' t%ti t� ram5 /�// ///�/ `��//�N�/��//��,* j/���/���������� - STORM WATER STAKES SHALL EXTEND MINIMUM OF THREE \ \ \ ����������� ��������� PLANTING SO I L // /%/` /// BELOW FINISH GRADE CONCRETE SIDEWALK- //\/\ \// e�/O/O�O��' ��O'O/O'O� - \,> \ \ \ \ SEE CIVIL III ,\\ _ ��\? III—I //•/•p✓///, //�//�//�//�//�//• ' \// / // SCARIFY SUBGRADE PER SPECIFICATIONS IIII I I�`-�I 1—III—� —I I 'O'OOOOO �"� v':=v� LIGHTLY TAMP SOIL/\/�\ / / MULCH-2^DEPTH ✓i-/✓i✓i/i✓�.. olii,4,7,A-Z..ei FIRM AT BASE WHERE i N. — \iII _ III III=III III III III—II W o =I — = SUBGRADE ROOT BALL RESTS - DO 11111 � I—III— ROOT BARRIER-TYP.ALLFOURSIDES. .I uI'1I,-I,_, III II,_- — —I 1 I-1 1 l-I I NOT COMPACT 1 c ROOTBALL DIAM.+24" ji I1 i1 t 00 SCARIFY SIDES&BOTTOM \ EXISTING SUBGRADE CONTAINER PLANTING DECIDUOUS TREE PLANTING - STAKING ROOT BARRIER @ STORMWATER AREAS F-L--- W M 0 �4 SECTION NOT TO SCAIF SECTION NOT TO SCALE SECTION NOT TO SCALE d \%a ‘ %0 v Lii ‘NI ll'/ \Nk I ifs NOTES: ` 1'I 2"MULCH , _ /'I 1, // '��/( // 1. ROOT CROWN TO BE VISIBLE BEFORE 1- CL a �`1t � j STORMWATER PLANTING SOIL. Lk\`ll# .0, TREE TREE IS SET.REMOVE TOP OF ROOT ( W / � BALL MEDIATO LOCATE IF NEEDEDSEESPECIFICATIONS POSITION ROOT CROWN 2"ABOVE y BURLAP,TWINE AND METAL BASEKET Q.` TYPB-SEECIVIL, FINISH GRADE TO BE CUT AND REMOVED ENTIRELY C (n LZ I % IDOWN TO BASE OF ROOTBALL AFTER I— w _ 2"MULCH TREE IS SET(MATERIAL ON BOTTOM I� J LLJ w SIDEWALK-SEE :IJ co CIVIL I _JP (2) STAKES,AS SPECIFIED. CAN REMAIN),IF ROOT BALL IS 0 Q > ATTACH TO TREE WITH"CINCH UNSTABLE OF BREAKING,ONLY � � TIES"-NAIL TO STAKE. REMOVE TOP 12"OF BURLAP >- ROOT BARRIER,24"DEEP,TYP. 3. STAKING TO REMAIN NO MORE THAN lir TWO YEARS UNLESS OWNER'S REPU NROOTBALL TO REST ON STABLE j� /�// ROOTBALL TO REST ON STABLE \\ \ DIRECTS LONGER STAKING PERIOD./ PEDESTAL lg \ \/j/y , PEDESTAL MAINTAIN 2"STRAP SLACKAROUNDw Q11III— / V j� DRAIN PIPE,SEE CIVIL TRUNK.STAKES TO BE EMBEDDED MIN RECORD DRAWING no G�i11- �I VAj jj\� DRAIN ROCK- ///,�/Ir DRAIN ROCK,SEE CIVIL 36"BELOW FINISH GRADE IMPROVEMENTS NOTED ON THESE DRAWINGS WERE CONSTRUCTED IN Q ' SEE CIVIL N l4 I.A' — / 4. ROOT BALL TO REST ON STABLE ACCORDANCE WITH THE CITY APPROVED PLANS AND SPECIFICATIONS. GEO•TEXTILE . r• ----\ f1CK. I I $ GEO-TEXTILE FABRIC,SEE PEDESTAL OF COMPACTED SUBGRDE, THESE DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF FABRIC,SEE CIVILi \ VIL 1 I—III— CIVIL THE ACTUAL CONSTRUCTION TO THE EXTENT OF INFORMATION �" _ SELECTED TOPSOIL OR STORMWATER DRAIN PIPE,SEE COMPACTED __ I I1=1 I —.L__- COMPACTED SUBGRADE KNOWN TO WAWS ENGINEERING.THIS RECORD DRAWING HAS BEEN --- -�'— I i l-III=-i 11—I 1 1 I I 1—I FACILITY TOPSOIL.PEDESTAL SOILS TO CIVIL SUBGRADE HAVE LESS THAN 3%ORGANIC MATTER PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND CONTENT.INSTALL IN6"LIFTS. DRAWING NO: COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN I / ROOT BARRIER INCORPORATED INTOIT AS A RESULT. 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