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Walnut Terrace
i W 0 cc 3 in LOT PARTITION < W H 0 i_ W ,cc0 z , QZ ❑ W ` a TAX LOT 3700cc 0 N ® � VICINITY MAP �, o I I I-� _ — I � r- '� 'rTTTT T T71 fiTTTTTT � �' Lull -� Oa SE 1 /4 OF SECTION 25, T. IS . , R. IW.1 , W. M . , , , ► ► _ _ ► � ►� � ► ► ► ► ► ► ► ► O I l I Jli � � TT � T II I T I I a TIGARD , OREGON i SW TAYLOI�S FEK YD M � � ► I f l l f l l J iti _ I— —_ _ _ _ — — I I' II11 i + + + � - - - —1 I— u- 20' 0 10' 20' 40' - I - - ---1 — 3,_ I 3 W viJ : , i�i r T T T - �] ii al L_ 1-.. . . . AS— BUILT -� _ _ I ► ► ► ► ► ► III + + + + � L 1 II 1L__L:f I + �. _ � „ cn SCALE: 1" = 20' Nair��,i izin 1a:.ae el = I 1 8/3//20 /8 �� NOTE _ --� I I ti ► I ► ► ► ON- IT, _ _L I AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, - q FF SIT y+►1�1II21:12MI T -- L FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL - \ y ,\ 1 + + - INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE � ► ► ► I� �► 1 ►_ I IS.W. WALNUT TERRACE IN DESIGN AND/OR CONSTRUCTION. ` S s I , — + + + -- ��� i 20.0' 24.0' PAVEMENT 25.0' HALF ROW I I II 11 F - t I I 1 iIIYi / /3 , IL n DRIVEWAY DRIVEWAY I -- _� , 6 /� �� 7fLLI W 6.0' SIDEWALK '` rLEGEND 0 • j 8.0' PUE 2.0' J — -- _ i- -. ce DEDICATION EXISTING APPLICANT u„ -a., EXISTING POWER POLE I I STORMWATER VITALY KOVALEV PLANTER BOX WV EXISTING GUY WIRE 6990 SW CANBY ST XI EXISTING WATER VALVE PORTLAND, OR 97223 0 EXISTING FIRE HYDRANT G EXISTING DECIDUOUS TREE LAND USE AND CIVIL ENGINEER 0 EXISTING EVERGREEN TREE EMERIO DESIGN, LLC ► lIII EXISTING CATCH BASIN 6445 SW FALLBROOK PL. SUITE 100 L,®,I,1 PARCEL 1 © EXISTING CLEANOUT BEAVERTON, OR 97008 ssz ❑ EXISTING MAILBOX ENGINEER CONTACT: ERIC EVANS ® EXISTING STORM MANHOLE (503) 746-8812 (P) Iz Lu © EXISTING SANITARY MANHOLE (503) 639-9592 (F) w cn l - - EXISTING EDGE OF PAVEMENT m cc X X X EXISTING FENCELINE J SURVEYOR c. C- O5 ua �-195-- -�- EXISTING 5 FOOT INTERVAL CONTOUR f = i EMERIO DESIGN v) m w - - 194 - - -- EXISTING 1 FOOT INTERVAL CONTOUR Z o I- b-- NI l j 6445 SW FALLBROOK PL. SUITE 100 0 o OH OH OH EXISTING OVERHEAD POWER BEAVERTON, OR 97008 cn z W W W EXISTING WATER LINE LOT 24 ATTN: KING PHELPS L,i SS SS SS EXISTING SANITARY SEWER LINE (503) 746-8812 (P) Lu SD SD SD EXISTING STORM DRAIN LINE --- 1.: < EXISTING DITCH FLOW PATH n m co n I- o \\ N P.P. NO. NEW LEGEND I --.SITE DATA "' °° n rr,,-y I 1993-011 ► I I� 1' _ n0 I�IOARY LINE o - a `:. BENCHMARK: LOT LINE TOTAL PARCEL: 29,408 SF (0.58 AC.) ci — — • • — SETBACK LINE ROW DEDICATION: 203.8 SF 0 0 li , THE DATUM FOR THIS SURVEY IS BASED UPON CITY of -220---------- MAJOR CONTOUR LINE TAXIMAP: R 14 5 A •PORTLAND BENCHMARK NO. 3133 219` ' ---- MINOR CONTOUR UNE1 S 25D ' ELEVATION=477.01 NGVS29 DATUM. 0 0 0 - TREE PROTECTION FENCING 0 ® TAX LOT: 3700 — L®'�'310,755 SF LIGHT POLE 0p a .�; w o v o^ N N E SS SS SS SANITARY SEWER LINE ':;;e;:; � (J a, T a' o ES 10,898 SF PARCEL 2 • Q I I a,. WATER SERVICE �'' 0 cn a, .. b ° CONCRETE <o w-o . SHEET LIST TABLE g D ro �_ SETBACKS: STORM DRAINAGE FLOW DIRECTION t V I z P oS E Sheet Number Sheet Title ` ' i SEWER SERVICE w o STORMWATER FRONT: 20' 1 COVER SHEET �� ` W 1-� _I PLANTER BOXES STORM SERVICE . 2 rn 20.0' -I i SIDE: 5' 2 GENERAL NOTES o co 1 FLAG LOT SIDE: 10' STREET TREE 3 EXISTING CONDITIONS AND DEMOLITION o 8.0' REAR: 15' O PLAN SANITARY SEWER MANHOLE m i __ ___1 STREET SIDE: 10' 4 PRELIMINARY PLAT GARAGE 20' LIGHT POLE 5A SITE PLAN _ MIN. LOT SIZE: 7,500 SF 5B FUTURE SITE PLAN N\ MAX SITE COVERAGE: NA ENGINEER'S NOTE TO CONTRACTOR 5C OFFSITE STORM PLAN R_9 PROI MIN LANDSCAPED AREA: NA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED .��� ,,c,,NE,, SLir Q LOT 31 LOT 32 LOT 33 LOT 34 MAX BLDG. HEIGHT: 30' BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 6 STREET FRONTAGE PLAN 54665 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 7 SANITARY AND WATER PLAN AND PROFILE ,� THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND ��.� J RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. B TREE CANOPY SITE PLAN ,�, , P�C 11' , yP� r� THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS 9 TREE PRESERVATION AND REMOVAL PLAN DANIE\- STREET LIGHTING DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 10 CONSTRUCTION DETAILS �� 11 CONSTRUCTION DETAILS THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR �� EXPIRES: 12/31/2019 CLO O SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR SHEET REQUIRED STREET LIGHTING WILL BE ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM 12 CONSTRUCTION DETAILS 00 INSTALLED AS PER CITY REQUIREMENTS AS THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13 LIGHTING PLAN AND NOTES 01 o PART OF THE ENGINEERING DRAWING APPROVAL PROCESS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO THE 14 GRADING AND EROSION CONTROL PLAN OF o f ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 1 1 4 F U Q GENERAL CONDITIONS GENERAL CONDITIONS (CONT.) STREET & STORM DRAIN Z 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL CODE, 31. THE PERMIT HOLDER SHALL PROVIDE TO NE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE 1. STORM PIPE SHALL BE PVC ASTM D-3034, ASTM C76, C-900, OR DUCTILE IRON (SEE SECT. 3.06.10 FOR CONDITIONS.) STORM DRAIN LATERAL PIPE SHALL BE WHITE IN COLOR. SERVICE LATERALS SHALL CJILV ® z AND THE TERMS OF ANY AGREEMENT WIN THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE BE 4" PVC CONFORMING TO ASTM D-3034. Q Z RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL Q Z ® LLJ d 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND ASSIGNMENT CHANGES. 2. ALL TRENCH EXCAVATION SHALL CONFORM TO APWA DIVISION III, SECTION 301.1.01, AND SHALL BE UNCLASSIFIED. CC 0 LC) ® C HIGHWAYS U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT EDITION. 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR 3. PIPE BEDDING MATERIAL SHALL BE CLEAN CRUSHED ROCK WITH A MAXIMUM SIZE OF 3/4"-0", UNIFORMLY GRADED FROM COARSE TO FINE OR AS APPROVED BY AGENCY OR CITY. N O :IC): U'3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND, EMERGENCY TELEPHONE NUMBER OF A DESIGNAILO "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, L!J haoALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF 4. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND 10 FEET INTO THE LOT. THE END OF EACH LATERAL SHALL BE MARKED WITH A 2"x4" PAINTED WHITE, EXTENDING FROM I"'" I" . M occ CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. ANY/ALL ASSIGNMENT CHANGES. THE INVERT TO A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRITTEN THEREON. CC 0 I"4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO ZQ r -I 5. COMPACTION SHALL BE PER APWA DIVISION III, SECTION 301.3.07. CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND METHOD USED TO ACHIEVE REQUIRED COMPACTION. Za, a JCITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO STARTING WORK. PROOF OF RIGHT OF ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF 6. TRENCH BACKFILL OUTSIDE OF PAVED AREAS MAY BE EXCAVATED TRENCH MATERIAL CONFORMING TO "CLASS A" PER CITY STANDARDS & SPECIFICATIONS. COMPACT TO 95% AASHTO T99. TRENCH �I I- 4AND OTHER SERVICE PROVIDERS. RIGHT-OF-ENTRY OR EASEMENTS. BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4"-0" CRUSHED ROCK, COMPACTED TO 95%. (T-99). COMPACTION RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF TIGARD. a 0 M C5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL 3' "" �'ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY 7. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 1-1/2"-0" CRUSHED ROCK. THE ENTIRE WORK. DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. SUBGRADE SHALL BE THOROUGHLY COMPACTED TO 95% AASHTO T99. M6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK, AND SHALL 8. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL (nAND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. PAVING FOR AN INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC (QUARTERLY) 9. ASPHALT CONCRETE PAVEMENT MIX TO MEET THE CRITERIA SET FORTH IN THE LATEST ODOT SPECIFICATION 00745, AS MODIFIED BY WASHINGTON COUNTY. SUBMITTAL OF EFFECTIVELY MAINTAINED. MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) THE DESIGN SHALL FOLLOW THE REQUIREMENTS OF THE LATEST COPY OF THE ODOT CONTRACTOR HMAC DESIGN GUILDELINES. YEARS FROM NE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. THIS THREE (3) YEARS PERIOD, THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO NE DIRECTOR OF PUBLIC 10. ALL MAIN STORM SEWER AND C.B. RUNS SHALL BE THOROUGHLY CLEANED, MANDRELED IF PVC, AND VIDEO TAPED FOR ACCEPTANCE, PER R&O 04-09. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, NE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF NE OPERATION AND MAINTENANCE NEEDS OF THE 11. COMPACTION FOR ROADWAY EMBANKMENT AND ROADWAY SUBGRADE SHALL COMPLY WITH APWA 204.3.09 . THE MAXIMUM DRY DENSITY OF COMPACTED MATERIALS SHALL 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN NE EVALUATION. BE DETERMINED BY AASHTO T99 OR T180. BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. 12. USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS, CURBS AND DRIVEWAYS PER CITY OF TIGARD ENGINEERING STANDARDS. 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (121 FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. V/ 11. THE CITY RESERVES NE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY GENERAL NOTES W CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. WATER SYSTEM 1. ALL ROAD WORK TO COMPLY W/ CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS. O 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT 1. ALL WATER SYSTEM WORK AND MATERIALS SHALL COMPLY WIN NE TUALATIN VALLEY WATER DISTRICT SPECIFICATIONS, THE OREGON STATE HEALTH DIVISION INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND SHOWN FOR INFORMATION PURPOSES ONLY. NE ADMINISTRATIVE RULES CHAPTER 333, THE 1998 AWWA AND THE 1988 APWA STANDARDS, IN THAT ORDER. Z CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION AND SHALL COORDINATE WITH THE 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR SURVEYOR NE LOCATION, ADJUSTMENT OR REPLACEMENT OF ANY UTILITY OR RELATED STRUCTURE AS MAY BE NECESSARY. 2. ALL WATER LINE PIPE SHALL HAVE MINIMUM COVER OF 36 INCHES TO THE FINISH GRADE. TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. (CWS LINE LOC. 503-681-7044). J COMPLETING WORK COVERED BY THE PERMIT. 3. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT PIPE INTERIORS, FITTINGS AND VALVES AGAINST CONTAMINATION. 3. CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF TIGARD FOR REVIEW AND APPROVAL BEFORE CONSTRUCTION 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL CAN START. 4. NE MAIN LINE VALVES THAT WILL NOT BE DISINFECTED IN LINE FOR 24 HOURS SHALL HAVE NE INTERIORS SWABBED WITH A 5% HYDROCHLORIDE BEFORE THEY ARE BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO NE INSTALLED. CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO 4. NE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE W THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASE AND ALSO MAINTAIN AT LEAST ONE (1) SET FOR AS BUILT DEVELOPMENT. 5. CONCRETE THRUST BLOCKS ARE TO BE CONSTRUCTED WHERE INDICATED ON PLANS. STRADDLE BLOCKS TO BE INSTALLED ON DEAD END LINES. HYDRANTS SHALL HAVE Z PERFORMANCE. MEGA-LUG RETAINER GLAND THRUST BLOCKS AT MAIN LINE. NE BLOCK MINIMUM BEARING SURFACE AGAINST UNDISTURBED SOIL IS SHOWN ON NE DETAIL SHEET 5. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO NE ENGINEER PROOF OF MATERIALS TESTED IN ACCORDANCE WIN NE THRUST BLOCKS SHALL BE ALLOWED TO CURE 14 DAYS BEFORE PIPELINE PRESSURE TESTING. W 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS NE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND SPECIFICATIONS PRIOR TO DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE FROM THE SITE AT NO ADDITIONAL COST TO NE OWNER. 6. THRUST AT FIRE HYDRANTS SHALL BE RESTRAINED USING APPROVED MJ RESTRAINED JOINT FOLLOWER GLANDS AS MANUFACTURED BY EBBA IRON WORKS. v PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 6. NE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION REVIEW SERVICES RELATING TO 7. THE PIPELINE SHALL BE TESTED AT 150 PSI AT NE LOWEST POINT AND HELD AT THAT PRESSURE FOR 2 HOURS. THE TEST IS TO BE WITNESSED BY THE T.V.W.D. 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS NE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED FOR THE INSPECTOR. STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. NE CITY MAY AT ANY TIME CONTRACTOR TO PERFORM HIS/HER WORK. ORDER IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 8. THE PIPELINE IS TO BE THOROUGHLY DISINFECTED AND FLUSHED IN ACCORDANCE WITH THE T.V.W.D. SPECIFICATIONS. 7. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, ROOTS, TOPSOIL AND OTHER MATERIAL IN THE ROADWAY AND 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING NE CLEAN IN ALL STRUCTURAL FILL AREAS INCLUDING BUILDING ENVELOPES. MATERIAL SHALL BE DISPOSED OF IN SUCH A MANNER AS TO 9. PRIOR TO ENERGIZING THE WATER SYSTEM, A WATER SAMPLE SHALL BE TAKEN BY THE T.V.W.D. ENGINEER, SUBMITTED TO AN ACCREDITED TESTING LAB, AND RETURNED WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO MEET LOCAL REGULATIONS. TO T.V.W.D. INDICATING NO HAZARD EXISTS. ACCOMPLISH EFFECTIVE EROSION CONTROL. 8. CONSTRUCTION VEHICLES AND EMPLOYEE PARKING TO BE ON SITE. NO PARKING TO BE ON PUBLIC RIGHT-OF-WAY. 10. WATER DISTRICT FORCES, EXCEPT AS OTHERWISE APPROVED BY THE ENGINEER, WILL INSTALL ALL WATER METERS, METER BOXES, VAULTS, AND SERVICES. 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUST, w EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND U' MATERIAL. 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN NE WORK SITE AND SHALL BE SO ROUTED DEMOLITION NOTES TREE REMOVAL o o THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. NE CITY MAY ~ v' w c AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 1. CONTRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING DEPARTMENT PRIOR TO STARTING NOTWITHSTANDING ANY OTHER PROVISION OF THIS TITLE, ANY PARTY FOUND TO BE IN VIOLATION OF THE TREE REMOVAL CHAPTER (INCLUDING BUT NOT LIMITED TO Now c DEMOLITION WORK. REMOVAL OR DAMAGE TO TREES NOT APPROVED FOR REMOVAL) SHALL BE SUBJECT TO A CIVIL PENATLY OF UP TO $500 PURSUANT TO CHAPTER 1.16 OF THE TIGARD N 'Luc v> 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET MUNICIPAL CODE AND SHALL BE REQUIRED TO REMEDY ANY DAMAGE CAUSED BY THE VIOLATION. SUCH REMEDIATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE Z - v~ �` FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM NE CENTER BYFOLLOWING: O ifr ^ o �y CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT NE RULES, CONTACT NE CENTER. NOTE: DAMAGE TO UTILITIES 2. REMOVALO OF EXISTING INTERIOR OENDEB, SERVICE LINES (AERIALR & UNDERGROUNDA POLES, MISCELLANEOUSUED ITEMS NOT SHOWN AMD THE CLEANUP OF DEBRIS IN THE CONSTRUCTION AREAS ARE ALL TO BE INCLUDED IN THE N zZi SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. REMOVAL BID ITEM. A. REPLACEMENT OF UNLAWFULLY REMOVED OR DAMAGED TREES IN ACCORDANCE WITH SECTION w o Q • 18.790.060 (D) OF THE TIGARD DEVELOPMENT CODE; AND s �� 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BON VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE REMOVAL OF EXISTING WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE UTILITIES OR PROPER DISPOSAL AND/OR FILLING ACCORDING TO DEQ/WASH. CO. SANITARIAN, IF THEY ARE TO B. PAYMENT OF AN ADDITIONAL CIVIL PENALTY REPRESENTING THE ESTIMATED VALUE OF ANY UNLAWFULLY NECESSARY, IT SHALL BE DONE AT NE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF REMOVED OR DAMAGED TREE, AS DETERMINED USING THE MOST CURRENT INTERNATIONAL SOCIETY OF REMAIN (SEPTIC TANKS, LINES, EST.). IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT o WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. THE STATE OF OREGON WATER MASTER 503-681-7018 TO APPROVE THE FILLING OF ANY SEPTIC TANKS & ARBORICULTURE'S GUIDE FOR PLANT APPRAISAL ooREMOVAL OF ANY EXISTING WATER WELL. �'22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS ONLY THOSE TREES AUTHORIZED FOR REMOVAL BY THE CITY'S CASEFILE NO. SUB2011-0001, AND ANY TREES THAT ARE EXEMPT MAY BE REMOVED BY THE APPLICANT. IF INo r ro AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. SANITARY SEWER SYSTEM THE PROCESS OF CONSTRUCTING IMPROVEMENTS, IT IS FOUND THAT REMOVAL OF A TREE DESIGNATED FOR PRESERVATION MUST OCCUR, THE APPLICANT WILL BE SUBJECT TO THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE MITIGATION FOR 100% OF THE CALIPER INCHES OF THAT TREE. ANY TREES DAMAGED OR REMOVED WITHOUT PRIOR CITY AUTHORIZATION WILL CONSTITUTE A VIOLATION. 3 0 WORK. Zo -- c� p 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE CLEAN WATER SERVICES (CWS) OF WASHINGTON o COUNTY (AGENCY) R&O 07-20 STANDARDS AND SPECIFICATIONS, AND CITY OF TIGARD ENGINEERING STANDARDS AND NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH SPECIFICATIONS. �s THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. 24. ONE AS-BUILT DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED 2. MAIN LINE PIPE SHALL BE 8" PVC AND SERVICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM D-3034. SANITARY SEWER PIPE 2 CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE SHALL BE GREEN IN COLOR. PROVIDED' IT�OI1RETUD) CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE 3. TAPE INSTALLED OVER THE PIPE AS PER CWS DWG 520 (SEE SHEET 32). THE END OF EACH LATERAL SHALL BE MARKEDAS - BUILT WITH A 2"x4' v". ;ELI', oc�25. A SEWER SYSTEM AIR-TEST AND (V.H.S.) T.V. TEST REPORT AND ONE SET OF BLUELTNE "AS-BUILTS" (OF EITHER OR BOTH THE STORM PAINTED GREEN EXTENDING FROM THE INVERT TO A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE1qQ N oAND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY TOP OF THE 2"x4" TO THE INVERT WRITTEN THEREON. 8/3 l/2 O J U °D°BUILDINGS TO THE SEWER SYSTEM. '3.: zou;m4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% WITH A MAXIMUM GRADE OF 100% (45'). c occ O 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S <n O 0 �' ooINSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) 5. ALL MAIN SEWERS SHALL BE BALLED, FLUSHED, THOROUGHLY CLEANED MANDRELED AND AIR-TESTED AFTER THE BACKFILL IS PLACED NOTEZ LC)0 et E tom' AND COMPACTED. A DVD VIDEO, REPORT AND AIR-TEST RESULTS SHALL BE PROVIDED TO CWS. MANHOLES SHALL BY HYDRO-STATIC AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, z o " N 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, OR VACUUM TESTED. ALL PRIOR TO AC PAVING, AND AFTER ONE YEAR. FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL 3 w w •• 3 0 PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 3 r� 3 col TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS EXPENSE. 6. TRENCH BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4"-O" CRUSHED ROCK, COMPACTED TO 95%. (T-99). COMPACTION / IN DESIGN AND/OR CONSTRUC110N. GO m o RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF TIGARD. ro 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH h OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER A SET OF PLANS SHOWING THE AS-BUILT LATERAL LOCATIONS. 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT 8. PLUG CONNECTION TO EXISTING SANITARY UNTIL NEW LINES ARE TESTED AND CONNECTION IS APPROVED BY THE CITY. °p HOLDERS EXPENSE. Q 9. CONNECTION PERMITS REQUIRED FROM CITY BUILDING DEPT. 3 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAVE BEEN 6- PLACED. [f.xpPROFF 3 � \ iHGI NEE/ "e N 4 ,54665 m 491 ,.., 4 4pp9�� z OANIE\-' k 1 EXPIRES: 12/31/2019 I e0 CO SHEET c0.3 o 02 0 0 in14 w U AS— BU IL 7— cc ZW 8/31/2078 a a z J NOTE occc � c AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 11 FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL W INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE F- H r t'7 O o IN DESIGN AND/OR CONSTRUCTION. CC Ca I— o LO STORM MN CATCH BASIN_ R1M=405.94 - re R/M=404.33 GRA7E=405.16 SANITAY ' a a 0 < L a SANITAY MH o I,L RIM=395.13 0 h n to 41) 20' 0 10' 20' 40' ` C� F a o SCALE: 1 = 20' —ss ss- SS _ e¢ ss 50.0' EXISTING ROW s SS Ss - -SD SD SD SD SD In SD SD \\ SD SQ SD I SD SD-- -SD SDI SD S 1 SD SD \ SD : TOPB4 5L74 W W W--P4-W W. W-T—W '.. W W .. 'W W W W—r ._W.. W .,. W VJ W W�-S'hW , .W W W�i1 W W W— r co Z oN OH OH off Dom-OH SOH_ - -\ `�H- ®Iert aH I off o�. . H- , OH ori, _off_ OH-7 OH CONSTRUCTION NOTES: __ / I 11 I = - 40 _ \ L o \ O REMOVE EXISTING GRAVEL O ^J J I BLOCK WALL I o 0 \ o 0 cI \ 1 �02 O REMOVE EXISTING BLOCK WALL Z 2 �\ o _ \ 26\ I \ \ i 1 --,) O \ O REMOVE EXISTING CONCRETE Z li \ �,�� �/�,� © \ \ ® REMOVE EXISTING ASPHALT V J \ ♦ � �i \ 1 '^ c0 N\ \ \ . v �. O o\ O REMOVE EXISTING UTILITIES Z \ ` I k!ail �"- _ \ \ -- PARCEL 1 p \\N \ _ \\ © KEEP EXISTING FENCE I-' 0v 1 N 4 1 3o"oAK \ 0 4.1 a 1 bc \ O KEEP EXISTING BLOCK WALL Z n, 1 \i� 1 V V Q ® REMOVE EXISTING STORM DRAINAGE PIPE Q. I A c N \ \ O INSTALL ROCK CONSTRUCTION ENTRANCE PER C.W.S. DETAIL 855 �� 1 - u, w LOT 24 IN \\\ LOT 23 I \ N LOT 22 �\ N M 'I f LEGEND t � \ \ I � � , , � — z J O co Y V N - _ EXISTING POWER POLE F o N II ON LINE BICL:0?K WALL \ \ I 18 APPLE397 EXISTING GUY WIRE O \ - \\ <. \ G D4 EXISTING WATER VALVE z N m N ~ o D / ro 8"D$C. l \ P.P. N0. EXISTING FIRE HYDRANT O -cn o� o BLOCK WALL \\ ` \ 1993-011 N z \ \ - \ 9 EXISTING DECIDUOUS TREE > O o ale w ��- _ \ / \ N. N\ \ EXISTING EVERGREEN TREE w z _ �\ \ \ / 0 EXISTING CATCH BASIN \\ N. \\ N\ N\ \ \� " I I O EXISTING CLEANOUT ro o \ \\ \ \ 0 EXISTING MAILBOX W. o ro co o N A v v v v v v v v s 0) EXISTING STORM MANHOLE �' a \ N \ "KINGS VIEW" N \ \ Qs EXISTING SANITARY MANHOLE o > V A A N N N N z o Q \ \ \ \\ \\ \ - _ 11 PARCEL 2 — EP— EXISTING EDGE OF PAVEMENT z N \ `��- O \ X X X EXISTING FENCELINE oo \ \ 6 \ \ \\ L 1ss— — — EXISTING 5 FOOT INTERVAL CONTOUR o 6, w0o0 FENCE \ \ \ \ , - - - 1sa - - - EXISTING 1 FOOT INTERVAL CONTOUR Il I 0.6' WEST OF LINE \ \ \ \ \ L9 \ OH OH OH EXISTING OVERHEAD POWER °p y \ \ \ \ \ '4 N xw xw xw— EXISTING WATER LINE 1-aNN E \ \ 4"�VC �& Nrnrov° ° o Q t€ \ \ —XSS XSS XSS— EXISTING SANITARY SEWER LINE z°1 c• f \ \ 4'PVC ie9 T N 6' WOOD FENCE —XSD XSD XSD— EXISTING STORM DRAIN LINE a w r N 1E 8771 c - c X ON LINE 1n 0,-..-,o ` 38 • j E E < EXISTING DITCH FLOW PATH ' m o o > -X R X `-D - REMOVE EXISTING EVERGREEN TREE i Ei 3 " , :;Fin Ln 4' CHAINLINK FENCE in 12""PVC 15"'PVC co m o 1E=384.20co ON LINE /E=391.84 REMOVE EXISTING DECIDUOUS TREE ro o LOT 31 LOT 32 O LOT 33 LOT 34 \ h 4' CHAINLINK FENCE 4' CHAINLINK FENCE 0.3' SOUTH OF LINE ON LINE m / 03 / \ BENCHMARK: U �\ �� �� � � THE DATUM FOR THIS SURVEY IS BASED UPON CITY OF (SiO PR��y, 3 PORTLAND BENCHMARK NO. 3133 N 'NECKc S`)+/p a ELEVATION=477.01 NGVS29 DATUM. 54665o .1 SURVEY BY: 6-)DANIEttA co I EXPIRES. 12/31/2019 I 00 EMERIO DESIGN SHEET cc 8285 SW NIMBUS AVE, SUITE 180 BEAVERTON, OR 97008 rn (503) 746-8812 (P) 03 0 (503) 639-9592 (F) OF h 14 W U A S- B U I L T Q rx Z g H / LU 8 37 2018 a� J cr ® ® o cc ccNg0 AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, I'mmon >1 M ., CO FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE ~ ® o IN DESIGN AND/OR CONSTRUCTION. I. CC Q CO 110 O C 1- Q o -JF- a <o < ~ J F- O co S.W. WALNUT TERRACE C.? riji— — -- — — — — — — — — — - — — 20' 0 10' 20' 40' I52,0' FULL ROW K_______) 27.0' 2.0' SCALE: 1" = 20' HALF ROW DEDICATED ROW imm —- — — — — — 16.00' 1 l � 16.00' 8.0' PUE 69.90' 7 Om 12.0' AREA: �/ EXISTING PARCEL 29,409 SF Z DEDICATION 204 SF I PARCEL 1 7,552 SF i I PARCEL 2 10,755 SF PARCEL 3 10,898 SF o LOT 1 PARCEL 1 LIU LOT 23 7,552 SF —. — 5.0' 4.9'� to a cd fri LEGEND cr LIJ VI LOT 24 I I — — — DEDICATED PROPERTY LINEm o PUE LINE o o a z I 15.0 SET BACK LINE Imo, 1 70.00' — 69.95' — — - - — LOT LINE I_ 10.0' EXISTING PROPERTY LINE cr) W v) 10.0 UTILITY EASEMENT LINE p 1--) `n o "N 32.0' JOINT ACCESS & (.7),E P.P. NO. a o UTILITY EASEMENT 1993-011 ( ,n FOR THE BENEFIT OF I w LOT 1, 2, AND 3 I 15.0' -- co O a N p O N \ ai r 4 y O LOT z To T C LOT 3 10,755 SF Q 10,60 SF PARCEL 2 all 15.0' — 20.0' I 20.0' —a I0 z Lri g m id,0 rc5 co al j 8 0 c' . j 1n 0 r.- o a toMl •L v m 0 0 0 zt- O e&,•..,4 : c,..,.,.., W— X 3 tt• V1 >wL¢i. 3 OI 86.00' 86.00' rn COoo p o LO LOT 32 LOT 33 LOT 34 r,. 1 LOT 31 m co Q : U =,--3 l cb <<:477C Y 11,2��O�Q�� a EXPIRES: 12/31/2019 CO SHEET 00 04 q .- 14 W 0 Rj / / T CC < W h W Q F- 8/31/2018 0 a 0 z 1 Q Z 0 w , NOTE � � " 00 50A' EXISTING ROW S.W. WALNUTTERRACE 52.0' NEW ROW AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, W co r I- r M co FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL 0 0 CC — ?s INFORMATION HEREON SHALL BE HELD VERIFIED PRIOR TO USE (� © © IN DESIGN AN CONSTRUCTION. _ 0 d�r— in ao � p �, 0M U. e co N 0 ® I ° I ii 20 0 10 20' 40' K_-) SCALE: 20' cn 1 \A 0 I CONSTRUCTION NOTES: 0 N I 1 1 LOT 1 PARCEL 1 O INSTALL COMMERCIAL DRIVEWAY WITH CURB TIGHT SIDE WALK PER COT DETAIL 7552 143. SEE SHEET 6 en cn MIN FFE = 401.0' ' Z O INSTALL 6' WIDE CONCRETE CURB TIGHT SIDEWALK PER DETAIL 120 4:4 I I / O 1 I J II `n O INSTALL 6.5' WIDE PLANTING STRIP PER TIGARD CITY STANDARDS a 1 W cn cn ® INSTALL STREET TREES (TYP). SEE LANDSCAPE PLAN ON SHEET 6 F" ICo LOT 24 I O INSTALL SANITARY SEWER LATERAL. SEE SHEET 7 il _ 0 1 © INSTALL WATER SERVICE FOR LOT 1, 2, AND LOT 3. PER TVWD DETAIL 7P & 7PD En 18""APPLE O INSTALL 8" SANITARY SEWER MAIN, SEE SHEET 7 N I I P P NO ® INSTALL 48" STANDARD SANITARY SEWER MANHOLE OVER EXISTING MAIN, SEE 1993-011 SHEET 7 ^ © 0 O PROTECT AND PRESERVE CURB INLET w x m 1 — — 'I O PROTECT AND PRESERVE 6" VERTICAL CURB z _, 0 I � o � LOT 0 THE REQUIREMENT TO PLACE THE OVERHEAD UTILITIES UNDERGROUND SHALL BE c) mw � 3 LQT.3 10,755 SF SATISFIED BY PAYING A FEE-IN-LIEU. cn w I rz 1 10,898 SFI PARCEL 2 ,- o N I INSTALL STANDARD CURB TIGHT DRIVEWAY PER COT DETAIL 142, SEE E SHEET 10 ,, En 0 x w N �5 I CK > LLI Q GENERAL NOTES: A. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION & DEPTH OF I I ^ o o EXISTING UTILITIES PRIOR TO CONSTRUCTION. o MCNI o i � � � I Z CD N CO y X °' o° IiCSI— < —< < < < < < < < < < < —<-- < < �§ a I I , X -X X -XX X X X X X X' X X X LOT 31 LOT 32 LOT 33 gq LOT 34 CL PL PUE < ro 4 ILu w� h Z 00 � c• - 27.0' HALF R/W 8.0' -..--1 �, ,� a I K —0,-- s— R opo 0 0) 0.50' CURB z 0 . Eli 14.00' uj_iX• a to 3wWQ ; o I~- PAVEMENT 6.00' 6.50' 1 w I.- 3 SIDEWALK LANDSCAPE co m o co cc o h j m h Q VARIES 3— _ - - - - - — — —\ 54665' E.'5, ti � RE,• J �j L�'C� \(� 3"6.5' WIDE PLANTING STRIP 1 4ANIS-t NEW 6.0' WIDE CURB TIGHT [YRREs 12/a1/201c I co SIDEWALK PER COT DETAIL SHEET co co EXISTING 6" WIDE CURB 5A o 0 EXISTING 27.0' WIDE ASPHALT OF o 777 14 w W 0 Q STORM MR C,4; Sri., oC RIM--404 33 GRA7E 405 761 .,,;a ;1 As- BUILT Z -_ w o 1- SANE:AvM . I f-RIM=6.1a5.l.s' ,' 8/31/2018 ZCI c Wct CC W o n o p g /l S.W. W NUT T RRA E `} NOTE — M o co ;< { FIELD SURVEY, AND FIELD INSAS-BUILT DRAWINGS P ECTOR TOR GATHERED IS BASED ON CONTRACTOR, _ il..— -T1"- qS _ qc........- ..ti`i'- [4.--- ., i , ..:.:.. S.c .. -Ss- b '. -AS 7 .. '"' C � �,t -�`� ° `�w � 12 . t, SS Ss' INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE � Q IN DESIGN CONSTRUCTION. a ..-......SD ItIt in SD SD- SD SD —SI7 `;t)- cD...- SD - , `.D :.: SD wC� ' ':� �d7-- ,C� :.:,. `13. �ll D D . ._._�iJ SL1-.-.. _CU 5 6a+t�. ...: Z CL -I 74 / i{___ :"__ -___'v't 4Y - Vy-.- ;4a-': "r'. >1i' `T, :.: �yt .-:-`. a:' -.'.;1 "' ''vs. -•-rk' ,... k'4 { ,.... . ,.•- . ��4 5- jy }.t .,-V�y '' 4`.� -:LN: 41'-.. _C4�- Jy _.._ I ...._ AND/OR I-- 16 ..-.......—.�N �4 -_ .: -_ - :)ri - �a - :."; - m �i� `rn ry.' .... �,..G z'>. -e r �-�31 . 44' G • -- -.... H __. — O Co -,9 1 c_: ''. , 0 r © �� 2D' 0 10' 20' 40' N - •_ �� __ SCALE: 1" = 20' a `. i: .i * , , I NOTES: 4.cit. APPLICANT SHALL PAY FOR STORM WATER AND I 0 LOT I PARCEL 1 WATER QUALITY WITH A FEE-IN-LIEU FOR ALL LOTS. W 4 . �' ti 7,552 SF z 0 CONSTRUCTION NOTES: Z O FUTURE WATER LINE SERVING LOTS 1, 2, AND 3. CONTRACTOR SHALL BUILD UNDER W Q /�/ J SEPARATE PERMIT. LL O OFUTURE 4" DIP STORM DRAIN LATERAL. CONTRACTOR SHALL BUILD UNDER a SEPARATE PERMT. i 3 FUTURE STORM WATER PLANTER AREA. CONTRACTOR SHALL BUILD UNDER SEPARATE LL LOT 24 I - -- -- O PERMIT. ; I • <„ ® FUTURE DRIVEWAY FOR LOT 1. CONTRACTOR SHALL BUILD UNDER SEPARATE PERMIT. /11c.:7(a/,..',,,' . \- 18"APPLE FUTURE JOINTED PRIVATE DRIVEWAY FOR LOT 1 AND LOT 2. CONTRACTOR SHALL i " ,:; — - O BUILD UNDER SEPARATE PERMIT. \ I ` \ I 1 � �' 'I 0 1 P.P. NO. © FUTURE BUILDING STRUCTURE. CONTRACTOR SHALL BUILD UNDER SEPARATE PERMIT. © ' 1993-011 Di {I S ' : O FUTURE WALL. CONTRACTOR SHALL BUILD UNDER SEPARATE PERMIT. x Ii 1 E ���, i ® FUTURE AREA DRAIN CATCH BASIN. CONTRACTOR SHALL BUILD UNDER SEPARATE z o tce O ( � I PERMIT. F 1- o c ,.,` a I- L w Ni !o LOT2 9 F) mw � k- O FUTURE RIP RAP OUTFACE. CONTRACTOR SHALL BUILD UNDER SEPARATE PERMIT. N w N r LOT 3 I 10,755 SF z o 1- N v> — o 10,898 SF © JQ PARCEL 2 ~ Q W XI GENERAL NOTES: s w co / A. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION & DEPTH OF N ., EXISTING UTILITIES PRIOR TO CONSTRUCTION. ^ CO 64 y 1 0 O ,- N O I Z a j x , z 0 ip is �., It� —<- < < < < < < < < < < < < < <X <� x X x x n A it X X X X it X i ?.. - Fl LOT 31 LOT 32 ° . [O rn LOT 33 `" LOT 34 Li LOT '�f h N rn CO 1.0 rn U . CO CO ZI I � a wo corn°' �. § • 6 n O i��O _.I z I- N i w W x 0 (� cnar� 3 �I co o N I CO O .j CO Q ��� asss� r. o is , liccogin- j `'fir (- Y I7<° 40 o °ANIEV-C�P I EXPIRES. 12/51f2UI 9 I CO CO SHEET rn 5B 0 OF h 7 14 F W U a a a a W f- H I `H 1 ii- � � � � 1 I J Lam _ Z r ow 01n l I I I tttT ECTULFFTI - (.) a a J ��ROW 9410 SW 69TH AVE. �0, SW TA 0 JI F L L 1- 2 0 CC TIGARD, OR 97223 6816 SW WALNUT TERRACE 1 CC N O c c C c TIGARD, OR 97223 1 <1 I1 t 1 W 1— ticn I I P I.. —IS \DER I\ STALL UNDE1 RMIT] tHJL- icy LTT7 Z a II 1 \\ \\ A // ice; l TYPE 2 AREA DRAIN — HI- I I I I I I + + + + 11 Q ' \ . 1 7RIMa= o3628 T L 1 1 J V \\ \� A y cs �'V 12" I.E. OUT (W)=361-6 360.8 et ' I M O 1! �NS a \ \ r \\ Co`�'i WOODEN WALL . �. I I I I I TYPE 2 AREA DRAIN tit'...,_ - y T 1 I ~ RIM EL.=3.1.9 355.8 V - ---. �`~ --. - 2.72 I - 1 1 1 1 1 1 1 1 1 11 1 0 12" I.E. IN (N)=353.2 353.9 106.8' OF 12" C900 ~ m� "�) -= - `- - 365 — a i I i 12" I.E. IN (E)=353.0 354.1 S=7.0% \ \ \ I 4 _ \ \) 7 y'ri-na:�a�y T , 12" I.E. OUT (S)=353.3 353.9 OS -OS OS OS NOS OS OS—\ OS OS OS OS- — — '�QS 0 io r 366 x.\ 3.74' \ \ \ \ 36? iI I I J f , —366— _ _ Ilk 1 Ir\ �� 3,09' `. J i . 1, 3.72' �\ 1 1 6' WOODEN FENCE - - psi , All J . ti s _ _ — 0\ t P. Nr 01 ti ( J { t I \ ' GARAGE l \ j / `-1 ei R 9435 SW 69TH AVE. I to "� u' 1 \ I I Z EX. 12" CONCRETE co 0 \ AREA OF WORK TIGARD, OR 97223 I CULVERT OUTFALL L. j Il 1 I i Q IE=352.9 (Th 1 f l I 1 l a W J 111 1, SI J �(` J l }\ t\ \ I— 0_, / \ t \ 1t I ' 11 � �\ \ 1 i to I(j v s ✓ tt \ \ l ( 6775 SW ALFRED ST. �5 o SSA i I / tt I I 1 HOUSE \ ,_.. II ! TIGARD, OR 97223 I.L. v N. I i / t l \ I I I 10' 0 5 0' o' O 0 �1- _ _ _ �,� 1 tl I I I tJ I 1 1 "' illi �� SCALE: 1" = 10' Co \ I \ 9450 SW 69TH AVE. I 11 e; 1 } \ i �� TIGARD, OR 97223 { 1 \ \ I a� 1 \\ \ i _ _ 1 i 1 NOTES: Ili \ \ , 1U \ \ APPLICANT SHALL PAY FOR STORM WATER AND S3 111 \ \ l WATER QUALITY WITH A FEE-IN-LIEU FOR ALL LOTS. \ 1 1 \\. I I11 \ \ j I t 4 It \ \ "rn 1 1 \ 1 1 � -- 11 v y y 1 I i \ CONSTRUCTION NOTES: w I t \ \ \ i.,,, \ I I I \ n `. J \ cn k ''' .e \ \\\\1\ \ \ \ o INSTALL TYPE 2 AREA DRAIN PER CWS DWG 380. RIM=363.0 ci \ \ \ 1 \ \ ' \ 12" C900 IE OUT=361.0 o a Z I \ l i \ I 'V a � � w ° 4Y \ \ I 1 I O INSTALL 106.8' OF 12" C900, MINIMUM 1.0' OF COVER. 8 E s eL U m W � � ) i ' , 1v l v � o ( � = / 11 I1 11\ \ l \\ \ O INSTALL TYPE 2 AREA DRAIN PER CWS DWG 380, TIE IN EXISTING STORM PIPE. ZO r o m \ I z o /\\ tj \ I\ l ,1,1 s\ ® FINE GRADING AS REQUIRED, MAX SLOPE 4:1 oLtzS re nil SD ---C_n_ ----7— 4,;.' \ i CO_ , O I IG \t 1 f 1 J l 1 I rn Q "' I t a 1 v1 Ir2iJ/ = � � N . \ y li 1 a .9 _�i I\ 0\ . 01 A . Y P \ „ w l o h GENERAL NOTES: —o -45 A. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION & DEPTH OF /? -1-7 rn m In g o EXISTING UTILITIES PRIOR TO CONSTRUCTION. Ti'A W o 9, 0 z J tl aw�� a�'i coNi O • co J j< 1nin,rlW—u_ 3 _ m N O ro T{y�7� h AS- BUILT Q 8/31/2018 PRO 3 a a NOTE E5466 R _ U 5466 0 AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, , /} FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL € / -,, INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE F p6� COIN DESIGN AND/OR CONSTRUCTION. i'/ q P� D NIE` I EXPIRES: 12/31/2019 I 03 SHEET 7 `a ro 5C OF h 7 14 wLI (.) Q IX As- BUILT z ILE UJ 8 ,-.. ,.. : ,, .:, 8,737/20/8 _, CC cx z ci . < ), ___ rdeT%tik S.W. WALNUT TERRA( o � N 0 mo d, 11+54.99, SW WALNUT TERRACE NOTE ® co ,,.- END CURB REMOVAL AND AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, UJ ifi co r-•. END DRIVEWAL TRANSITION 10' 0 5' 10' 40 0 '_ ".,...<:: __ '4,'_.-- --__. ""r....... ._.. C................._.,. :' .,..-.,..,..,..,._ "C ..,..,..,..,. •Y.`.,.__-,_ .,.,..,.. _- -'---,_ NI►� O�R�y ON HEREON S1 FIELD VERIFIED .�_..._......., ..;� .......... ,'j, ., 3 4 z '"• �.�- - ..yr. �C�-.__.._.._._.....c^r".,.......,. CIS_ ... ss_,., r,(; - .._.._..C`r C�`,4!....,..,._...t;S`............. ..". .._."__ _._. ...........,.. i�. C �,.,.. -f INFORMATION SHALLSBI�� GLVGY GifFll•I®D PRIORA TO USE L� G >a ,7 ss T ,s ss ,>� IN DESIGN AND/OR CONSTRUCTION r �.. - 10+70, SW WALNUT TERRACE j J = CL (,� START CURB REMOVAL AND 20,00 6.00 — 11,00 - 30.00 SCALE. 1 10' _ START DRIVEWAY TRANSITION - 11+69.4 , SW WALNUT TERRACE [7 ___.. ___—.._._ 1 ...__ ..__._.,._ ^D....... ......... ('-�D....-........�.-,-'D.�..."...... crn.. s _S —_.,. .,.....-.- '' -__- __ ^r�_,. ...,.,_ �' "..".._......_. _" -___-_-_ _ --__- 0 0 e a -S..._-. . _....., ........... ........ ...... . _...:._... __._. .._._."._ , ;� W- _ CONSTRUCTION NOTES. ,4� _ v�l ._..._.. ,ts W...__._. �. . . is -- W - - Jv .: � a� � �' y� Nv � —b4' 's's,' :r by I .d 'r�- '«'; ,� 12,50' . • . _ 4.50' _, 12.00' . . . b a o a-`. �A.', p PJ , .® WING . WING WING '—' ' ° ." ® INSTALL 3 STREET TREES "FLOWERING DOGWOOD" PER DETAIL BELOW () M• _ h O - III ... __ f I . . \ 0H— .... INSTALL 6` WIDE CURB TIGHT SIDEWALK PER DETAIL 120 OH OF-: OH ._-_...—.O -..-.....t;;...I Q OH •."..._"- O _.._._._."._ .I a _._.. • .�-:- . . . . . . . . . ... O — mi O INSTALL COMMERCIAL DRIVEWAY WITH CURB TIGHT SIDEWALK PER DETAIL 143 Z f - 11+71.90, SW WALNUT TERRACE 0 00 0 0 Q PROTECT AND PRESERVE STORM DRAINAIGE CURB INLET EJ wOm I C) MATCH SIDEWALK TO EXISTING CONCRETE LU INSTALL 6.5' PLANTING STRIP PER CITY OF TIGARD STANDARDS oG /14 - - ( PROTECT AND PRESERVE EXISTING CURB Z En I 1 0 INSTALL DRIVEWAY DROP PER CURB KNOCKOUT DETAIL 145 Et I 5 . LEGEND C STREET TREE a (FLOWERING DOGWOOD) • MINIMUM 1-1/2" CALIPER P_, _, CONSTRUCT 1/2" TO ¢ CDcn CURB JOINT 3/4" RADIUS LIP I cL I- (75 L SEE STD CONSTRUCT DRIVEWAY APRON CO LA = DETAIL NO. 14c' EXISTING DRIVEWAY - cn .r 5' MIN. ,r1 SEE NOTE 5 ROW ICr: .cn MIN. 3" SAV'VCUT AND � a � � MATCH WIDTH & GRADE I VERTICAL FREAK "4 NOTES: to o I +�--�F r-.-...-- �I I r R/W LANE 1__ �.. 4•. a- ..,•' . e s 4 ,'a V) CI7. i IF SEE NOTE 3 EXISTING •"el ' a +. e 1. PRIOR TO STREET TREE PLANTING, LANDSCAPE CONTRACTOR SHALL EXCAVATE TO A CI ` • ROAD -� �11 P ,-.,r <ry�a ,f ' "; GIJ T f� •. , ' �` - SAND BACKFILL WITH AMENDED TOPSOIL. TOPSOIL AMENDMENTS L .::.�fr.4 ',1f- ,fr 1. 1f — Egr.--11�. PAVEI�IENT l _ram DEPTH OF 36 INCH ,_ _ _ '� ___-__....___.- SHALL BE DETERMINED BY THE LANDSCAPE CONTRACTOR. " � - . . =i l�l�I€_,I �I 3 I I I�..���� ��i i I��� � SECTION �'�� - ;��' r -_.,� � �.,.a o _ram i�-11 Ili. SEE NOTE 4 ' i - _ N ' MIN 2% SIDEWALK "4 2" OF /q '—a" COMPACTED AGGREGATE D Y THE LANDSCAPE CONTRACTOR. "' • -2" O, 3/4" 0" BASEROC:. I pp ��++ 2. IRRIGATION TO BE DESIGN/BUIL B ,_ U6\B AND GUTTER W o o00 COMPACTED s`.I30PA1 _ ,� 3. NEW TREES THAT ARE PLANTED TO MEET THE EFFECTIVE CANOPY REQUIREMENTS a oki �►/- 'EE / SEE NOTE 4 SHALL CONFORM TO THE APPLICABLE STANDARDS IN THE TIGARD URBAN FORESTRY =` c� LANDSCAPE SEE NOTE 2 NOTE 3 LANDSCAPE MANUAL. THEY SHALL BE PLANTED IN ACCORDANCE WITH THE AMERICAN NATIONAL co ca SIDEWALK ADJACENT TO CURB STRIP STRIP STANDARDS INSTITUTE (ANSI) STANDARDS FOR TREE PLANTING (A300, PART 6) AND o Q CV CONSTRUCT4 ' 1 LIP TOz Ca- I 3/q'" RADIUS LIP ADDITIONAL STANDARDS ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD. --w SAWCUT MIN 2' NURSERY STOCK SHALL MEET THE REQUIREMENTS OF THE AMERICAN ASSOCIATION OF I �""' PLANTER r• - 5' MIN r ROW +* FROM FACE OF CURB A 1 NURSERYMEN FOR NURSERY STOCK (ANSI Z60.1) FOR GRADE NO,1 OR BETTER. DOUBLE L� STRIP -...._ , CONSTRUCT DRIVEWAY APRON c. '~ 6" 30' MAX \ !/ STAKE TREES IF NEEDED FOR STABILITY DURING THE ESTABLISHMENT PERIOD. 2% � It 3' .. 'z, I I 10' MIN I I °. . t f .' ,P 4, ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S )" (-1 -�1i1 ; _ -=.�E - I %//� :; a :. :#.' ' SPECIFICATIONS WHEN A STREET TREE IS PLANTED WITHIN 5'OF ANY HARD SURFACE, m _ 111; 11II=111 E III,-;. iil-€EII_,;. i PLAN ,---* :XISTIN� �7, r---, - .e P. - P a . PAVING, OR UTILITY BOX, c W Raw ��� PAVEMENT �' r '"" a� ' ' • • r N EN 2., OF /4„_G„ 8" Q��\E 'SECTION i� � �r' . ..D.- Fir �� Z�� oo Ia'n o CO COMPACTED SUBGRADE /41 BASEROCK 3/4°° PROJECTED TOP �1 � cf a dL I!I U OF CURB �2% MAX co ai•., , I,iO�� • d OF 3/4" 0" COMPACTED t SIDEWALK AWAY FROM CURS • �' -��° HOB STREET III77H ° /fr, \ �I-- r .. STANDARD CURB I - I1 I 1 y Zo�.,v 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 2�3 DAYS. nI 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. ., Eic co �o 1[1 'I i 4 �� r� :3:1 J,,p e -uo(•) p ;N:o I SEE NOTE NO 4 NOLLS. BURLAP '' i �' �. C7 "o 3. EXPANSION JOINTS Sc CONTRACTION JOIN TS SHALL RE 1/2" PREMOLUED ASPHALT ` °" o `W' o I "I°I�I - --'11 r III 'T 1 I i I1 1 FROM ROOTBALL / CROWN OF ROOTBALL t �� CO IMPREGNATED 'MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 1 . SAWCUT -THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE TO BE 3 ABOVE ,.: o 2" OF AGGREGATEFINISH GRADE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT - TO CURB FACE AS POSSIBLE. N � �I .ti � SPACING NOT TO EXCEED 45 FLU::: SECTION A—A (3/4"-0") COMPACTED TEMPORARY 2 MOUND ` 2. COMPLETE CURB ANDGUTTER SHALL NOT L� REMOVED UNLESS FOR WATER BASIN; CUT THROUGH EROSIONca 4. FOR SIDEWALK ADJACENT TO THE CURES AND POURED AT THE SAME TIME AS THE CURB, DIRECTED BY THE ENGINEER. REMOVE UPON ONSET CONTROL MATTING WHERE APPLICABLE co Q THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. NOTES: 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 `EFT OF RAINY SEASON / -c OF PAVEMENT FROM THE FACE OF CURB SHALL BE REMOVED HYDRO-SEED 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED ), 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. AND REPLACED. , E� RaFF OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHAWL HAVE o kIII 1f-� // `7/�� II- il ._i ` Sf A MINIMUM THICKNESS OF 4 INCHES. -=I11 III— \\ \ \ I_ \ ccINE, /D 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 4-. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING o I _ /// FINISH GRADE , U I I-III /\ \ -11 PAVEMENT SHALL BE CUT BACK AND A NEW 6" MONOLITHIC CONCR - °-- I -Ili-II \\j \j\\ \ � � , .. DRAIN BLOCKOUTS IN CURES SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER GUTTER CONSTRUCTEC. n, �` i ,�\/\/ 12M TOPSOILsb SCHEDIII..E 40 DW'V (ARS OR PVC) PIPE AT 2_% SLOPE. CONTRACTION JOINT TO BE PLACED 3• EXPANSION & CONTRACTION .POINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED INB FILL SOIL MIXTURE J ) ' ° OVER PIPE. MATERIAL OR EQUAL. EXTENDING FROM SUBGRADE TO FINISH GRADE. - 11 ACK ''5. AFTER CONCRETE HAS CURED, REPLACE REMOVED ASPHALT AND SEAL JOIN, PER SPECIFICATIONS �"P ' Y ,1.') � C'' a 7. CONCRETE SHA.-L HAVE A MEDIUM BROOM FINISH .AND TROWELED ON ,ALE_ FOUR SIDES 4. {DEFORMED #3 FOR COMMERCALBAR DIRA T 12" ACH WAY. PLACE 3" CLEAR OF AGGREGATE, TIE ALL BARS. 2 X ROOTBALL• EXISTING SUBGRADE OrQ,�����,�� E - APPROYEp BY: APPROVED EY: f . s�, ••: APPROVED BY: •E Na SCALE CITY OI TIGARD ARD NO SCALE 1i It ;: CITY O TIGARD NO SCALE (IT OF TIGARD EXPIRES: i 2/31/2.019 pp (NtEI;ON MICHAEL A. STONE, P.E. �� ORE:Ceti LORI I:'AHA, P.E. 011r-('N MICHAEL A. STONE, P.E. ` CONCRETE pwG. Na. COMMERCIAL ovG. Na. pTYEHaNEER CURB KNOCKOUT owc. a. ` �� r ENGI'vi:LRING DIVISION Y ENGINEERING DIVISION SHEET i, ENGINEERING DIVISION ply ENGINEER �'&/.i PUBLIC WORKS DEPARTMENT ��t PUBLIC WORKS DE.PARTM1I'EN Y CITY ENGINEER p PUBLIC WORKS DEPARTMENT ft FOR DRIVEWAYS 145 ,„` 13I25 S.W.HALL KIND. i 13725 S.W.HAIL Burn. ecs TIGARD,OREGON 97223 JANUARY 2013 SIDEWALK 0 li VOIARU OIII:GON FEBRUARY 2016 DRIVEWAY �. A:a 13125 S.W.IiAI.I.ALVD ARTS OREGON 977T3 JANUARY 2013 TIGARD, �72 VOICT3. " �344t IDUOUS TREE PLANTING 06 VOICE:(503)G39-4t7I 1 CI=.:(so3l 539 77 .: APPROVAL DATE 003 684- nnv_ APPROVAL DATE Em FAX: (503)am FAX: (5©.7)6N4-72h7 I =: FAX: )> 729T • APP➢24JVAl i3A1E - - - N.T.S. 14 i W AS- BUILT W / 8/31/2018 a Z -I �, . r NOTE O in cO AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, sl, FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL F. W INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE W Ce) o IN DESIGN AND/OR CONSTRUCTION. r. 0 x I- CC Ci) o co fl : 2O 01 � z;, , Vx _� LOT 1 Ux Cn 11) esO7,552 SF LOT.2 x U 10,755 SF 20' 0 10' 20' 40' 't _ vx 0+35, PRIVATE DRIVE a V SCALE: 1" = 20' I I - - x e Ce OIiiIiJ-so sD-IIIII�sD SD sD- CONSTRUCTION NOTES: W x I- J 9+8530 o+oo - 10+50 - - 11+00 - - t + 0 - o - 12+00 T is �� z+so O INSTALL WATER METER PER DETAIL 521LI- k M � N I o Cn SS SS SS SS SS SS SS SS SS SS SS SS © o_ w SSMH-A1 10+00.00 SW WALNUT TERACE= S[�T I I x 0 �/ 9+99.60, PRIVATE DRIVE W SAN A I INSTALL STD 48" SANITARY MANHOLE �IIIII SO SD 11111_ I 1 SD -_ Z CA- C)O STORM SEWER LATERAL TABLE Q 0 LI SSMH-A2 11+58.45, PRIVATE DRIVE $ Z h INSTALL STD 48" SANITARY MANHOLE x LOT STA 0 SIZE & I.E. I.E. COVER U NUMLn . M.L. MATERIAL LEN ® ASB ® ASB SL ASB ® LL ICC M.L. PLUG PLUG < Z LOT'3 K PARCEL 11+06 4" DIP 26.7' 397.71 397.11 308.29 400.70 00298 0.1042 1.9' I' Q -,. 1 � 10,898 SF Z .4x as i in cd - vx N SANITARY SEWER LATERAL i v x TABLE �� Y Y " F � X )( X X X X A A LOT STA O SIZE & I.E. I.E. COVER U / LEN ® ASB @ ASB SL ASB ® � NUM. M.L. MATERIAL z o M.L PLUG PLUG F I- o cn co d I- ( W O SEWER A N D STORM - PLAN LOT 10+96 4" C900 22.0' 390.01 392.03 39480 393.49 0.1767 0.0664 5.0' NCO w ui WCr) = NJ SCALE: 1" = 20' LOT 11+51 4" C900 22.0' 39837- 392.40 301.41 393.76 0..9200 0.0618 2.0' O a) co o2 ro 415 415 2 CA U, bi LOT z o 3 11+53 4" C900 12.0' 391.14 392.41 391.38 392.60 0..0200 0.0160 3.0' Li j o 0 CC o 158.85' CLASS "B" BEDDING AND BACKFILL 1 WI el- 410 PER DETAIL 590 LLI �k� 410 � " °° sa NJ 0 0 0 k' o �\ c 11h \II . 1¢- J Zo r N405 Cll W 4051.50% cn__ FINISHED GRADE AT +oci M ol-400 -- EXISTING L_._. - CENTERLINE 400 I/ WATER MAIN m -6.50% II II II V W 1- JIII. - fn W- - 2:1 GRADE TO DAYLIGHT / NOTES' 1 N 03 to 1:41:64 395 w � �1-2 EXISTING $TORN MAIN 2.00% a 395 :11! 0EXISTING GROUND AT _ - CENTERLINE 1. THE APPLICANT / DEVELOPER SHALL PAY z ""d 158.9' OF 8" C900 PVC PIPE, S=&B84B 0.0038 A FEE-IN-LIEU FOR PLACING EXISTING W J X 3 I � 'v- _ _ OVERHEAD UTILITIES ALONG THE C\' N W~u 3 �I - - _ - - - DEVELOPED FRONTAGE UNDERGROUND. ` co m o 390 - - - 390 °° o \1 / m H 385 385 aWd tut �( fC96- O 2 1- _ O _ V� o 0 3 = ix V3 Q 380 �-o N g M �, i_ - 380 ' ,, . ' n. M toui o"" dam-' a �lY " 2°� AP� 3 cc" - - o Ln rno cOANIEt = Z -rn FW4 ,W-, ,W-, 1 CMco .2 11 g 1- 0 Zg = Z to 1-Li I FXI'IH1-`, 771/2019 I CO V, I- -♦- Q,-r e e 4. g CM CA CD N CC CO CO 00 CC I-I c Cn Ln ..- Cn o SHEET 9+85 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 0 7 7o 0 SEWER AND STORM - PROFILE OF to 14 CI: SCALE: HORIZONTAL 1" = 20', VERTICAL 1'= 5' 7 W U a AS— BUILT crm Z � 8/31/2018 v Q 0 is Z NOTE o� 4No � rd÷lk AS—BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR. _ _ N oC O FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL W w liP INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE T M o IN DESIGN AND/OR CONSTRUCTION. I"- a Cl)_ O Q c 11) 20' 0 10' 20' 40' zaa .IaJ I, vQ X p QO2Q � SCALE: 1" = 20' Q I— Q - - _ _ Li - -- CO ~ ( SW WALNUTIERRAC 'y ,- / /� LEGEND U l (— I I ` \ \ \ EXISTING DECIDUOUS TREE TO BE RETAINED/PROTECTED \� A II \cn \ \\ \V 0 EXISTING CONIFEROUS TREE TO BE RETAINED/PROTECTED _ 1 — --_ — - --- ti) Z 1 — J r_ / \ ` E \ — l — — • -0-0-0-0-0-0-0- TREE PROTEC770N FENCING Q ]1- --OH _— OH OH�O� OH �tL- �H -F �°' '&4 6 -1--. . - 0-I OH'. L OFa 1 OH - i — NJ — \ — STREET TREE R , ____,,-�ss=� n - - a \ / ) \ / ` _ — — — /— % \ T �7r a (FLOWERING DOGWOOD) �� 1 — — , A _— A / VA/ A/ 'RR' / MINIMUM 1-1/2" CALIPER W 9 \III I �I� —I-- -- \ \\ II I I \ / ' Co\ I L I- ' I — v N \ \1 4 CANOPY TREE \ I \ \ \ \\ I 9 e��°s� / (OREGON WHITE OAK) N \ \ \ ` - / \ \ J I \\ \\ \ \ , ` Q /^\ \Jg \ �, — ice I \ N. \ I \\ NOTES: t EL I N N N. S\ " `� N \ _ _ \ \ N. \ LO 1 d\ ' \ PARCEL 1 V it \3g N N �` N �` \\ 7,552SF \\ 1 1. PRIOR TO STREET TREE PLANTING, LANDSCAPE CONTRACTOR SHALL EXCAVATE TO A LLJ hI '\ , " \ \ �\ DEPTH OF 36—INCHES AND BACKFILL WITH AMENDED TOPSOIL. TOPSOIL AMENDMENTS LL] N\ /) \ I \\ \ SHALL BE DETERMINED BY THE LANDSCAPE CONTRACTOR. n/ \L9 \\ N I 1I \\ \\ 2. IRRIGATION TO BE DESIGN/BUILD BY THE LANDSCAPE CONTRACTOR. Liles• \ il \ 3. NEW TREES THAT ARE PLANTED TO MEET THE EFFECTIVE CANOPY REQUIREMENTS \ lI IL — — I SHALL CONFORM TO THE APPLICABLE STANDARDS IN THE TIGARD URBAN FORESTRY \\ \I FA N , \ \ MANUAL. THEY SHALL BE PLANTED IN ACCORDANCE WITH THE AMERICAN NATIONAL \ v \ I STANDARDS INSTITUTE (ANSI) STANDARDS FOR TREE PLANTING (A300, PART 6) AND pi o _ \ I ( \ — — \ " ADDITIONAL STANDARDS ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD. N cL I I I \\ \ NURSERY STOCK SHALL MEET THE REQUIREMENTS OF THE AMERICAN ASSOCIATION OF •c LOT 24 - \ \\ \ r \ N cy I \ NURSERYMEN FOR NURSERY STOCK (ANSI Z60.1) FOR GRADE NO.1 OR BETTER. DOUBLE z J o \ \ \ 1 \ \ \ STAKE TREES IF NEEDED FOR STABILITY DURING THE ESTABLISHMENT PERIOD. F 1 _o �� \ 1 y \ \ \ — — — — j y 4. ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S N m c 7 I Pi 1 \\ L J^ —14 AFL SPECIFICATIONS WHEN A STREET TREE IS PLANTED WITHIN 5'OF ANY HARD SURFACE, z o N Q I III \ 2225 \ PAVING, OR UTILITY BOX. O w o ^ I \ 1r _ � I� �, \I\\ : TNNN I ( j cn o / z co \ / \ III I /I \ \ jNN\K/ / N oh \ \ /0 \ 1993-011 \ > \s \ I \ EFFECTIVE TREE CANOPY COVER SUMMARY \ _ J uCanopy ( 4ft.) Canopy ( 4ft.) Effective%Cano o \ \ I \ \ 2x Areas . 2x Areas . ` o \ \ 1.25 x Mature Canopy Mature Canopy 125x Mature Canopy a \ \\ \ \\ \ of Preserved Trees of Preserved Stands Area(sq,ft.)of Area -.6- Area \ \\ \ \\ \\ LOT 2 \ Lot Area(sq. (w/condition and preservation (w/condition and preservation (sq.ft.)of Native Planted Non-Native Planted (sq.ft.)of Tree Canopy Area (Canopy Area/Lot \ \ \ Lot No. ft.) rating>2) rating>2) Trees Trees Planted Stands (sq•ft.)per Lot Area) a o — c� Q \\ \\ LOT.3 \\ N. \ 10,755 SF \ I \ \ \ \ \ �I / Lotl 7,522 0 0 0 1,473 0 1,473 19.6% \ \ 10,898 SF \\ \ \ \ — _ � PARCEL 2 \ \ I ' -- Lot 2 9,027 1,608 0 2,454 0 0 4,061 45.0% \ \ \ \ r\ \N. \ Lot 3 9,202 0 0 4,908 0 0 4,908 53.3% z \ \\\ I \\ \ \ \ \ — Total Development Site 25,781 1,608 0 7,361 1,473 0 10,442 40.5% 1 \\ \\ \ \\ \ \ �\ \ Notes:Effective tree canopy cover is required to be calculated on a lot/tract by lot/tract basis only in the R-1,R-2,R-3.5,R-4.5 and R-7 districts. COILI 111 \/ \ \\ \ \ \ \ \\ \��� 9�\\ \\ The standard percentage of effective tree canopy cover for each lot or tract in the R-1,R-2,R-3.5,R-4.5 and R-7 districts shall be at least 15 percent. ',pm gl Eo 0 \ \ \ \ �9 \ \ \ \ The standard percentage of effective tree canopy cover for the overall development site shall be at least: � � -z, Lilo1 1 orn _ / > \ 6 \ 5 \ / 4 1 i.40%for R-1,R-2,R-3.5,R-0.5 and R-7 districts,except for schools(18.130.050(J)); t .t 2* o 2, \I ittN,9,C) \.. 1 \ 1111 v ^�' "Ia t o 1 ' ' — '�.�.� X PLANTED TREE INVENTORY y z;��I _ — * - C - / Mature Available Structured wco 01 \ \ \ / Caliper Mature Canopy Area(sq. Soil Volume Soil Volume Lot ci \ 12"PVC i / N I / / \�, N \ 75'PVC Tree No. Species Name/Common Name (in.) Canopy Spread(ft.) ft.) (cu.ft.) (cu.ft.) Location No. czb -- lE=3B4.20- 1 P _ _ _- --/ LOT'v 33 s -- _ - lE=39L84 LOT 34 to LOT 31 LOT 32 7101 7102 1 Fowwering dogwood/Cornus Florida 1.5 25 491 500+ n/a street 1 co \ 7/ I ` I 2 Fowwering dogwood/Cornus Florida 1.5 25 491 500+ n/a street 1 Q 3 Fowwering dogwood/Cornus Florida 1.5 25 491 500+ n/a street 1 4 Oregon white oak/Quercus garryana 1.5 50 1,963 500+ n/a yard 2 �s PROFFs a � Qc N // �� 5 Oregon white oak/Quercus garryana 1.5 50 1,963 500+ n/a yard 3 \ ,5 663? cu -- -- — 6 Oregon white oak/Quercus garryana 1.5 50 1,963 500+ n/a yard 3 Note:Three(3)street trees are required based on 101.9 linear feet of right of way frontage.Additional trees are proposed to satisfy canopy cover requirements. ��jCDANI E -F<�e' 3 1 EXPIRES_ ?2/31/20'9 I 00 SHEET 0877d e09, 0 OF h 7 14 -, L w U Q cc cc . Z w 5 EXISTING TREE INVENTORY NCE ® CC CC }..-- §a a 0 Nco o. Lot Common Name Species Name DBH1 C-Rad2 Canopy O/S4 HIS Cond6 Pres7 Comments Treatment to I 1" CI • 2219 3 fig Ficus spp. 10 13 - 0 No 2 2 multi-stem fruit tree remove a no major defects,some poor past• r. o 2222 1 Douglas-fir Pseudotsuga menziesii 34 20 1,256 0 No 3 3 pruning for utility line clearance remove L1., —Im upright crown with multiple leaders Z p ..._.____.._._____. ..._ -.... ..-_._-�..,.__.-- .____ _— ___ . .__ _._ .__. _._. _-_._... _.—._ �. - originating at one juncture,some - `�' 2223 1 Oregon ash 1 Fraxinus latifalia 28 18 - 0 No 2 2 trunk decay remove 20' 0 10' '0' 40 codominant stems"b'above ground - - , , + dead branches and� � � i level,some :` I. s,W. WALNUT �� � 2224 1 Oregon white oak Quercus gariyana 22,28 30 0 No 2 2 branch decay remove SCALE: 1" -- 20' 2225 2 apple Malus spp. 18 16 804 0 No 2 2 fairly well-maintained fruit tree retain -- .� - -•- - .-._�.. poor structure,trunk decay,located C) LEGEND 1 7101 Off-site Oregon ash Fraxinus latifolia clump 14 - 0 No - _ at top of drainage ditch slope protect crown overhangs onto project site by "' - 8',very upright structure,some crown REMOVE EXISTING DECIDUOUS TREE 71 D2 Off-site Oregon w ate oa Quercus garryana x a decay protect . . . . . . . . . . . . . h k 2 26 Z4 S N --- . .... . .. . . . . ._ e . . . . . . . . :� 1DBH is tree diameter measured at 4:5 feet above the round level in inches;trees with multi le trunks are measured se aratel and individual trunk measurements are separated bya comma,exce t multi le trunks 2 • �,. .. . .OH =�.�.�.�H ;, - —�oFi 9 oH, __ OH - g p p Y p p p O - OH _. OH —O — OH - OH OH E OH -- —Oi sn. . . O,H._ Oaf - _Oi.l. \\ 01 I zl y REMOVE EXISTING EVERGREEN TREE of the same size are indicated as quantity x size. Q ' w '� 2C-Rad is the average crown radius measured in feet. t L-� EXISTING TREE & TREE NUMBER 3Canopy is the average tree canopy area (ft2) for on-site trees to be retained with Condition and Preservation ratings >2, calculated as: Canopy = (C-Rad)2 x p. Z Z I I0 < , '"` f / \\ XX 40/S identifies the trees as either Open Grown or Stand Grown. a 1 2,5-ASH ( ) EXISTING TREE CANOPY PER AR80R/ST'S 5HT identifies whether or not the tree is a Heritage Tree(either Y for yes or N for no). \\ -4*- 7223 \ —/ REPORT 6Cond is the numerical condition rating(0-3)for on-site trees as defined in the Tigard Urban Forestry Manual: I< a a I RATING VIGOR CANOPY DENSITY DEADWOOD FAILURE HISTORY PESTS ( DECAY .� ' U) ._.--8—a_. TREE PROTECTION FENCING. SEE NOTE 2 BE Infeste 1 A/� i 0 dead to severe decline <30% major scaffold branches >1 scaffold d major conks and cavities i . '' \ Llt > /' I \ 1 declining 30-60% twig and branch dieback scaffold branches Infested one to a few conks;small cavities Cl) 0 I u M1 // LOT I PARCEL t 2 average 60-90% small twigs small branches Minor present only at pruning wounds uj © / Ce 7,552 SF \ 3 good to excellent 90-100% little or none none None absent to present only at pruning wounds et. re cn f 30"OAK 1 7Pres is the numerical suitability for preservation rating(0-3)for on-site trees as defined in the Tigard Urban Forestry Manual: I j RATING CONSIDERATIONS 0 0 I 2224 / The tree is a"hazard tree"as defined in chapter 18.120 of the Tigard Development Code and"hazard tree abatement"as defined in Chapter 18.120 in the Tigard Development Code cannot be � o 1 / completed in a manner that results in tree retention consistent with tree care industry standards. QC o E The tree is dead,in severe decline,or declining but may still be retained if desirable for wildlife or other benefits because it is not considered a"hazard tree"or"hazard tree abatement"could \ / 1 be performed. 4 \ ,Y ti The tree has average health and/or structural stability that could be alleviated with treatment;the tree will be less resilient to development impacts and will require more frequent x ' 1 J 2 management and monitoring after development than a tree rated as a"3". w q LOT 24 ` LOT 23 v) LOT 22 y 3 The tree has good to excellent health and structural stability;the tree will be more resilient to development impacts,and will require less frequent management and monitoring after -a��0�a development than a tree rated as a"2". NOTE:Condition and Preservation Ratings were not assigned for off-site trees because complete visual assessment was not possible due to access limitations. to_ _ � ¢ o � �, ti18"APPLE `1 j rW N 2225 } - _ _ ��,, 5 a cn — l -� zs it. � P.P. NO. ® (- 12 j ', , / 1993-011 TREE PROTECTION NOTES: > z ��_� o o____o- ,\ 2219 /� I 1. TREE PROTECTION ZONE. THE TREE PROTECTION ZONE (TPZ) SHALL BE ESTABLISHED AT THE DRIPLINE OF A S- B U N ` ` . ! PROTECTED TREES AS A MINIMUM. IF INFRASTRUCTURE MUST BE INSTALLED CLOSER TO PROTECTED 'L Q x L _ J ° TREES, THE TPZ MAY BE ESTABLISHED WITHIN THE DRIPLINE AREA IF THE PROJECT ARBORIST r- op a DETERMINES THAT THE TREES WILL NOT BE UNDULY DAMAGED. THE CONTRACTOR IS RESPONSIBLE FOR 8/31/20 Q o " ®�,2 COORDINATING WITH THE PROJECT ARBORIST PRIOR TO WORKING BENEATH PROTECTED TREE DRIPLINES. o ,�- - n g�I nm` w '� 1 - LOT 3 10,755 SF 2. PROTECTION FENCING. ALL TREES TO BE RETAINED SHALL BE PROTECTED BY 5-FOOT TALL METAL I VOTE a o q I FENCING UNLESS OTHERWISE APPROVED BY THE CITY MANAGER OR DESIGNEE. PROTECTION FENCING 10,898 SF IN_____ PARCEL 2 SHALL BE SECURED TO STEEL POSTS PLACED NO FURTHER THAN 8-FEET APART AND SHALL BE AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, --z INSTALLED AT THE EDGE OF THE TFZ. FIELD SURVEY, AND Fi,ELD INSPECTOR GATHERED DATA. ALL ,o 4I INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE ti IN DESIGN AND/OR CONSTRUCTION. 3. PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION. > 4. PRUNING. THE PROJEC ft 0 21-. T ARBORIST CAN HELP IDENTIFY IF AND WHERE PRUNING IS NECESSARY ONCE co LL, TREES PLANNED FOR REMOVAL HAVE BEEN REMOVED AND THE SITE IS STAKED AND PREPARED FOR -o Li CONSTRUCTION. PRUNING SHALL BE PERFORMED BY A QUALIFIED TREE SERVICE. b-R N N E - / coin ° �O 1 5. TREE PROTECTION ZONE MAINTENANCE. THE PROTECTION FENCING SHALL NOT BE MOVED, REMOVED, OR 'z 3 I ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE PROJECT ARBORIST. " a CC -0 cz5 ' o---o At� 0`°� 6. STORAGE OF MATERIAL OR EQUIPMENT. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT -1 z '"' �; < i _.. WITHIN THE TPZ. ~ E o X X -X - )( )( X ... _._ ._._--_....- w w d / 7. EXCAVATION. EXCAVATION BENEATH PROTECTED TREE DRIPLINES SHALL BE AVOIDED IF ALTERNATIVES "' r 3 �� 12"PVC114- I / 1 lE"PVC ARE AVAILABLE. IF EXCAVATION IS UNAVOIDABLE, THE PROJECT ARBORIST SHALL EVALUATE THE ' o m d IE=384.20 lE=391.84 I LOT 3� 4.OT 32 7101 1 / LOT 33 COT 34 PROPOSED EXCAVATION TO DETERMINE METHODS TO MINIMIZE IMPACTS TO TREES. ALL CONSTRUCTION co o ( 7102 BENEATH THE DRIPLINE OF PROTECTED TREES SHALL BE UNDER THE ON-SITE TECHNICAL SUPERVISION \\ OF THE PROJECT ARBORIST. 7 I / - 8. LANDSCAPING. FOLLOWING CONSTRUCTION AND WHERE LANDSCAPING IS DESIRED, APPLY APPROXIMATELY m 1 / 3-INCHES OF MULCH BENEATH THE DRIPLINE OF PROTECTED TREES, BUT NOT DIRECTLY AGAINST TREE / TRUNKS. SHRUBS AND GROUND COVERS MAY BE PLANTED WITHIN TREE PROTECTION AREAS. IF 'U \�' �� IRRIGATION IS USED, USE DRIP IRRIGATION INSTALLED AT NATIVE GRADE (NO TRENCHING) ONLY BENEATH PROS-S �' \ ' THE DRIPLINES OF PROTECTED TREES. - (,,'ZI3 �' 9. TREE PROTECTION INSPECTION. THE PROJECT ARBORIST SHALL INSPECT AND VERIFY THE LOCATION OF 5 4 Fy U tzs L. PROTECTION MEASURES PRIOR TO CONSTRUCTION, MONITOR TREE PROTECTION MEASURES REGULARLY, r' / /� cb AND PROVIDE BIWEEKLY WRITTEN REPORTS TO THE CITY DURING PERIODS OF ACTIVE CONSTRUCTION. , 10. FINAL REPORT. AFTER THE PROJECT HAS BEEN COMPLETED, THE PROJECT ARBORIST SHALL PROVIDE A ���'Q r ,',c�aP�� FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO MAINTAIN AND PROTECT THE REMAINING ANIEO- TREES. "uu"= EXPIRES: 12/J1/2019 co SHEET co ®9 Of „„Z 14 Lii Q P .' .. a yr wwr�r.. w 0 Q required incc 1 cc Off typical sections Z EXISTING DRIVEWAY 5- I I Street Street /As W. of construction MATCH WIDTH & GRADE a plans D Ill 0 I- A _- 1 OF I PLANTER ¢ -� O- Z 18" w: -sac, STRIP 3 LATH ON PROPERTY I Area U 'a C'3R;'r Nr.- o O wI LINE AT PUE. ' T-cut (see a Z 0 LIJ Q SEE NO IL 3 z cl �°���`� „ 18 I SEE NOTE 1. I Surfacing i j�l note 1 ) = 0 N 0 CC VAECES PLANTER 24" re' z EI To soil or as I-. N 2% 2% PROPERTY LINE / SEE STRIP t - - - • ¢ . p LLI .. CO zyce PROPERTY LINE directed Base Material r M e o 5' MIN iv,- :5 =WALK w LATH ON PROP. -------__,...,. I ,, 3E. 71 LINE AT PUE. w d SIDEWALK SEE NOTE 1. I ¢ f I PROPERTY _ r ~ a N ems., ti PROPERTY CORNER. I 41, 11111 � SIDEWALK I SEE NOTES 2 AND 3 o c O o a a O 'R SEE NOTE 2 -� A -0- I SEE NOTES 2 AND 3 ; I Q o a D S v 30' MAX PROPERTY LINE AND PUBLIC UTILITY n 4) I EO 2 . 1 I"- x p- _,-_ 6' , ►- 6' LOT NUMBERS MARKED PUBLIC UTILITY I - EASEMENT --I tn I O U Q 0 e Q 0' MIN ON FACE OF CURB. Imo_ EASEMENT -'I PROPERTY LINE AND PLAN o O LL SEE NOTE 1. PLAN LOT NUMBERS MARKED z I Ij = .2 s j M x I O ON FACE OF CURB I - `i SEE NOTE 1 w U o � - ;r.r .,./.4,,,,,,, w{ a, T -fa'` e ,'R ",„ _ ___.___ 0' _ . ' p CL C V+ PLAN , KI i!! Il .��. �> ELEVATION c JD °' ' a o o ELEVATION ' a s o 0 a n 3/A" PROJECTED TOP R/W ��--I --- PER CURRENT PER CURRENT N N .a N =1 C 0) 1- OF CURB 6" 92\E II METER BOX AND SERVICE PER CURRENT PLUMBING CODE IIPLUMBING CODE METER BOX AND SERVICE, o a� N- cn r ( 2%M.AX INSTALLATION BY TVWD I PLUMBING CODE I INSTALLATION BY TVWD a Q o if L U Q Co- V, N I . La METER ! ::l5 7a„� rL n MIN IN- 0" a 0 ca o go °y4;�;� ,��e enre 'Ill c o CURB STOP- w aggregate crushed a re ate ' 1 ' 2" OF AGGREGATE K" SOFT COPPER TUBING CURB STOP r ' 1" TYPE SECTION A-A (3/4"-0") COMPACTED 1" TYPE "K" SOFT U-BRANCH �� 0 1 COPPER TUBING METER NOTES- 2' Min Trench N\ 'Vjti����)\,>\1%/1<i Z NOTE& 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY foundation ,-'r,. \\-!\%�%\\l-c� 0 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS LINE AND THE PUBUC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK stabilization _ THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. if required 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER t '� 3. EXPANSION & CONTRACTION JOINTS SH.AL.i. Bc. 1/2" PREM01_DED ASPHALT IMPREGNATED SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SETA LATH AT THE SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SETA LATH AT THE w MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. NOTE: �/ 4. SEE STD DETA'L N0. 146 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF 1. 1' T-CUT FOR PIPE ONLY PROJECTS. Ce A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES 2. JOINTS TO BE TACK AND SANDED. AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT LOCATION. LOCATION. Co 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. Tualatin Valley Water District DESIGNED:PDB SINGLE WATER DATE: 6/1/2012 DATE:6/1/2012 Z Tualatin Valley Water District DESIGNED:PDB DUAL WATER SERVICE SERVICE TYPICAL DETAIL y f+ L+ DETAIL 0 C77Ycn TIG12D APPROVED NO SCALE �\ 'L7 APPROVED:MFK l\ 3I a APPROVED:MAC TYPICAL INSTALLATION Ct1t of Tic)ARD APPROVED er: NO SCALE 0 INSTALLATION WITH OF.(NJN MICHAEL A. STONE, P.E. ORL(.O\ MICHAEL A. STONE, P.E. 1850 SW 170th Ave. Beaverton,OR 97006 7P 1850 SW 170th Ave. Beaverton,OR 97006 WITH PLANTER STRIP 7PD TRENCH DWG. N0. ° ENGINEERING DIVISION STANDARD DRIVEWAY DWG. N0. SCALE:NONE I 1 PDBLIC WORKS DEPARTMENT °TM��� (503)642-1511 www.tvwd.org PLANTER STRIP (503)642-1511 www.tvwd.Org SCALE NONE BUCWO ENGINEERING PARTMN ,zrW. 13125 S.W.HALL BLVD. I � �. PGBLIC WORT DEYARTFIBNI' CITY ENGINEER VOICE:,OREGON 9722.3 JANUARY 2013 w/CURB-TIGHT SIDEWALK 1 4,2 TIG5RD, REGHN 97223D. BACKFILL $0 VOICE:(503)659-417F la VOICE:(503)oxecoN JANUARY 2013 FAX: (593)684-7297 APPROVAL DATE VOICE: 71 h FAX: 684-7297(501) APPROVAL DATE w O O F H o o c a I- N w ti CK �B - Z c n 27 3/4' �, Cn W m I- 1- 1:::) ~ 40 I 27 3/8" O - O2 Q A • " • : ' .4 A J'4 flit --1' A f 1 A w cn • AS BWLTea _1110111111 . A ilt -1- „.., es i______1111111 4I.iTYP. 5f8., x 3" BOLTS 8/31/2018co N .. I'IilltillitiI,i'I lh . \ 1/4"V 2 EACH END ^O p p %Ico �I�I�I�I�I�IIuI�I/I�I�I 1. W N \\ w co 42NOTE o \ M co SEE STD DRAWING NO. i6. < a,I; e t.. 2 i/2" x 1/a" ^ rn O 320 FOR FRAME AND PLAN VIEW .� SQ. EDGE FLAT BAR SECTION A-A AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, O' GRATE W- FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL z o - C4 B 3" X 2 1/2" X 3/8„ INFORMATION HEREON SHALL BE HELD VERIFIED PRIOR TO USE nP ANGLE IN DESIGN AND/OR CONSTRUCTION. .4 allillilliNININI �� 3/4"I/ `� q c - [ ..: 4 a 6" FOR POURED 0 IN PLACE I TH PLAN I ® j REINFORCEMENT ' 0 jr 44 FOR PRE CAST O 03 .. i Imo 131/2" 21. 2" _ -rs Or CV E O __ B /8• " X 2 1/2" FLAT 'ia (n In co irn ; O o o BARS AT 1 7/8" ON m "m ,o Ss 2" I�I�lil�l�lnlir iI�li•I�I�I�fil►/ CEN ER 1 ZLJO,Dao+Nlig I 1111111111111 Illlaltl 1.�111r cD M �_ B R,IliIIIIIIIIIII IlliIIHIII -o --0bIis m m CROSS tY .. .. 3 OIIIIIIIIIIIIII 111111111111'li m BROQNOB" I >r 1 II11111111111 111111111111 o com o. 11111 III IIIIIIIIIIIII 0o 028" 27.' 1111111111111 1111111111111mSECTION A-A SECTION B-B l I111111u111 1111I111 , II co NOTES: 2" IVIlISl,111111 VI■IUIUIl1U1/.ji I - -s 1. .ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. r B eg LT Iv PRDFF 2 INSTALL STRUCTURE ON MIN OF 8" OF 4/4"-0" COMPACTED BASE MATERIAL. 3/e. X 2 i/2" 3 PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED FLAT BARS EACH END PLAN �3/16" (56"Dc0:-. IvrEm Ss�oWRE MREDG PLA AC9 TYPICAL BOTH ENDS OUTER SECTION B-B4 ALL POURED INPLRCE CONCRETE -1+ALL HAVE A 28 DAY STRENGTH DF 3000 ?.S.i. AND A SLUMP OF BARS AND EVERY SECONDU 2 TO 4". is65 r � O 5. AREA DRAINS IN REAR OR SIDE YARDS SHALL NOT BE SUMPED AND SHALL BE PROPERLY INNER BAR CHANNELIZED. DITCH INLETS SHALL BE EQUIPPED WIHT AN 18" SUMP. ti 6. PRE-CAST STRUCTURE'S CONFORMING TO 0 D.0.T. TYPE G-2 CATCH BASIN INLET ARE AN NOTE: RC9aF. ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS AND DIMENSIONS SHALL MEET C.W.S. STANDARDS FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. �(� F, C AS SHOWN ON DETAIL #320) �/ ��NIE�c't`� 13 13 AREA DPAIN CATCH 3ASIN FLAN = AND GATE I EXPIRES ,2/3I/2�191 Do TYPE II C1eanWater Services (CC- 2) C1eanWatei�Services SHEET o DRAWING NO. 380 REVISED o1-1.3 REMISED 12-GE 1 0 O DRAWING NO. 323 OF o 14CLI 1 IL U LOCATE FRAME in g AND COVER OVERCC LEDGE OF AT 0111111111111 Z W A '- ^ I ,/L LEAST 12" IN ��JQJU ,. ;.� ,. '.,,, WIDTH • W O F ' , 8" MIN. BETWEEN ''s'. r ;•. !� KNOCKOUTS v Q 0 Z JOINT DETAIL . , .A� PRE CAST 3'a" CONICAL Q W Q 875//20 7 8 WILL VARY BY "', ' '• L MANUFACTURER a .' ,^ -r- HOLES (2) SANITARY �/ rC � • • •� - FRAME)? STANDAANDD COVER CAST ON CONCRETE COLLAR I OLYNn 1 1/2 PICKHOLE MQOc, a STANDARD FRAME AND COVER ORwara InaETAIAFROM WATERTIGHT FRAME AND COVER.SEE T IN DESIGN AND/OR CONSTRUCTION. TOP OF FIRST STEP STD. DRAWING NO. 110, 120, OR 130 ® _ 4" MIN TO TOP OF CASTING - FINISH GRADE r � • SET FRAME IN NON-SHRINK (ASPHALT, CONCTRETE,OR OTHER) �' �rr-;L I'I J Q L. ,!.�>r�p- es GROUT Ii I +{E, ry, { WATERTIGHT PIPE PLUG O 5 r y WITH STOPS OR H NOTES: - ( � 4 1 _ WATERTIGHT THREADED GRADE RINGS (2",4",OR 6") ,I w �' `3" CAP AS APPROVED BY 1 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO J. iI . < O THE REQUIREMENTS OF ASTM C-478. MAXIMUM 12" SET IN `;� "`-'^' LOCAL JURISDICTION. ` (� �K NON-SHRINK GROUT I N 27• 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE '- �' I• `�•, ' - COVER MANHOLE BASE. _ 1 2' MIN. CLEARANCE ''" PROVIDE 3/4"-0 FOR LOVEi\ TOP Cl) Ale ®� A MINIMUM OF 6" OZ Z 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO - STANDARD ECCENTRIC 1" MIN. �� �� � �® � - AROUND CLEANOUT U THE REQUIREMENTS OF ASTM C-443. "' ' 36" CONE OVERLAP is -�, 6" 24-3/4" w UK Li MIN. N. �.. 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. ' :_, J w w MANHOLE SECTION PROVIDE 1/2"GAP (MAX) . x.ear' . 7 a. a. ir'" VARIABLE 1'-4' BETWEEN CLEANOUT PIPE 1 " '` 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A _ ( ) z _ d ' a Z H 48" MINIMUM AND GROUT COLLAR. Bar , MANHOLE AND CHANNEL DETAIL. d ,,_: 22 1 2 Z p 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL s.� r CO 4 CO REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. m *' , Et 0 MANHOLE STEPS SEE �' .r �-•c '< > 27" p Z m ,"e STD DRAWING NO. 100 5" MINIMUM +�i t H - �7 1 m Q _ 7. PROVIDE A MINIMUM OF 8' OF INTACT (UNDISTURBED) 1�1 f 25 "" 1 tnn U) MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED g (� ,= t ON THE INSIDE FACE OF THE MANHOLE. m 4' ill" SEE DETAIL A" I 'I I I tT ,-....,A, T ,`"t fri 1 3" 7" l 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND a:,°� - 1 •'. ,. r � .� ,-rs v -' LLI } p 4" MAXIMUM CLEAR OF PIPE WALL. iii , +)^ s,� r,�c ,-z• ` 1�22 / ' 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12" " " e '! T*._ ' :c�. n s ; 3 14; I' '' 64.)9T,T` / I 0 FOR SANITARY CONNECTION AND 48" FOR STORM _# • `F' 1 /� 3" 3" CONNECTION. CONSTRUCT y'ryrU / Z • CHANNEL AND MIN / l 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND _ i 12" SHELF IN FIELDEll . c 23" COVER SHALL BE USED IN ALL EASEMENT AND OFF STREET AREAS, SEE STD DRAWING 130. t' � i) " '' r..+ $41.2)". .:- 24-1/2" '..-_ 4 a +' I. • ,( ,..a 31" '1 ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-443. .'• PIPE I I.D. CONCRETE ENCASED SECTION VIEW i1191I 0 FOR PLASTIC PIPE / 0 3/4"- BOTTOM OF WYE 3 4' ........-. �, Th t (I) NOTES: re 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. NON-SHRINKING GROUT ' SMOOTH FINISH NOTE: 2. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. /� CHANNEL TO 3: COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. V/ �4 3/4 VERTICAL 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE. 4. COVER. AND FRAME TO BE MACHINED TO A TRUE BEARING AL.I... AROUND. Z 12" MINIMUM OF 34;'-0" COMPACTED ail,*.4 .'. ,, HEIGHT OF 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. 5. 1 1/2" PICKHOLE IN LID FOR LIFTING HOOK. BASE MATERIAL ++ �,- PIPE MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. O S ., BLRBA\ A\ D STA\ DAD V STANDARDN A \ - O L E CleanWat;"Zr Services STA\ A R C L E A\ O U T CleanWateer Services N A N H O L E F R A V E A I\ COV E CleanWateeer Services R VISED 01-13 DRAWING NO. 110 S A\ I TA R Y REVISED 02-17 LLIC DRAWING N0. 010 REVISED 12-16 DRAWING NO. 500 ` `- `1 r w c a PROPERTY 1. ALL STORM AND SANITARY SERVICE ,'B', " " F c p o N PIPE LINE OR LATERALS SHALL BE MARKED ON THE CLASS CLASS A a N W SIZE AS UTILITY TOP FACE OF CURB AS FOLLOWS: -5. ~ 3/4" SQUARE SPECIFIED EASEMENTSURFACE RESTORATION N CO ( H. A A B STORM DRAIN LATERALS "D" 0 AS SPECIFIED N w to E •SANITARY SEWER LATERALS "S" . Z N N o SEE STD MOUND EXCESS NATIVE MATERIAL � F-' Q i p p �.. 2. LETTERS SHALL HAVE Yz" MAX. WIDTH DRAWNG 600 OVER TRENCH TO ALLOW FOR (n N �� AND A MAX HEIGHT OF 4" i SETT! ZO "D ❑ ❑ ❑ IIIIIIIIB ����� T CUDETA ASPHALT W _ Lia_Ea____/_/ Q ❑ a ❑ ❑ 3. LETTER SHALL 8E CENTERED ON TOP . „ -t a rV �� ❑ :,CJ FACE OF CURB. 'LL;9. __--� co -Q ❑ n n ❑ Q + SECURE 2X4 IN PLACE \ AGAINST PLUG w/ CURB STAMP DETAIL (-± �� BACKFILL TO PREVENT n it "'� PLUG BLOWOFF r , o o � Q 12" NATIVE TOP SOIL IF TOP SOIL EXISTED Q o M csi II 95% COMPACTION - - - PRIOR TO EXCAVATION. o \ _ WITHIN 36" OF j ^ \ ili 03 ' - SURFACE - H PROPERTY LINE OR p o / OF HEIGHT: TOTAL UTILITY EASEMENT I{ ,. --) EARTH Z R gi 7 8" UNDISTURBED o CV R 10' STORM 12 24LENGTH OF 2X4 . 90% COMPACTION �i SANITARY SEWERMIN OT/j gPPROVED AS SSEOTWOFON UNDISTURBED HBED u h BELOW 3&"OF Q SEWER PLANS MARKINGS TO 2X4 SURFACE I W 4 MAIN PLAN 3I FACE STREET 6" SECTION B-B GROUND il (GREEN-SANITARY) DEPTH 6 3/4" - 0 CRUSHED i . tI U (WHITE--STORM) 12 VARIES ROCK, /i 1 9" - / , Jl w o 2 tI H O N (V E (II - NOTES: MIN o I / i ? r r w ca r 36" `� n -' cnD 0)aa0o 1.0 SEC"I ION A-A 1. FOR NEW CONSTRUCTION ALL SIDE SEWER m r s 4J+ • wp I cn " AND SIDE STORM PIPELINE CONNECTIONS - _ + t,^ > c9 GROUND .' 3/4'-0 CRUSHED _ R Q w N.f m MAGNETIC > ROCK PIPE ZONE " 1/2 PIPE a o TO 8" AND 10" MAINS SHALL BE WITH SURFACE - �1 FACTORY FABRICATED "TEE" FITTINGS L '1', O.-..- _ UNLESS OTHERWISE APPROVED. TAPE -- _, O.D.1PLUS 6" RI „ jr, 01 ro o ��\\\\- V �; 2. PIPE MATERIAL. SHALL BE ONE OF THE i,lxt 1 p x Z wv°E'• a \\\\\\ �� ��.... FOLLOWING - 6.k, 'K`s w: `.�` w_i x 3 A. PVC ASTM-D3034, ASTM-C900 (I '?' '' � '' . r ''�,, ( >H 3 �I 8 DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING _ 'l 'A` `'3r , v) co o) NOTES �������/ (STORM ONLY) THE FOLLOWING - z PIPE/BEDDING it � � "' � '' ,� '' ","-' a� OI 7 _/ C A-2000 PVC ASTM 949 FOR SANITARY: "CAUTION SEWER BURIED BELOW." �- � -- .- �rH"A.. y .,{,1.,- m O 1. Y4 ALLEN HEAD BOLTS D. PVC RIB MEETING ASTM D 1784 A 'x'} g a � O L= _ FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." y I .,r r ' ' r3.ty, ..' - 1" LONG RECESSED E. CPP MEETING AASH TO M252 a t " '.T;�,_' PLACE 78" ABOVE TOP OF PIPE AND AGAINST 2X4. ,- T .,r �. v`� 2. ALL PERMANENT CLEANOUTS - o ( 1 _ S TO HAVE BOLT DOWN COVERS. 6„ m 3. MATERIAL SHALL BE GRAY +( -+�� en CAST-IRON, ASTM A-48, - ,,,I_ TRENCH STABILIZATION: CLASS 30. 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" IF REQUIRED, TRENCH STABILIZATION S 1/2 PIPE O.D. PLUS 6" MiN. FOR PIPE 18" AND LARGER SHALL BE SPECIFIED SEPARATELY fir..,_ , ,��' _ PLUG OF BEDDING MATERIALAND PL ACED PRIOR 0 PLACEMENT PROF-es, 'O .. . TTT/ j1 __. 1/74, L '8 ,fir at 11 Yi,_� •�i�i rs. NOTE: �4565; OS vs+� 4T+••� •'•Yv • -• 1. ALL COMPACTION REQUIREPAENTS PER AASHTO T-99 AND ODOT APWA SPEC 00405. v�i��%.* � �r�*���y 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO ) i. ~ .R. .•'.�L�.�.v�i�-.- INSTALL THE PIPE IN A SAFE MANNER. J E on) CO j ,Y • ... •"rar--!-•.• " MINIMUM SLOPE FOR p �-y �•IiS • r 01,Ft 6" PIPE - 0.010 3/4"-0 IPE ZONE 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX C� E/ 7e DETAIL e .d e,a �`.a. MATERIAL AS SPECIFIED INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. U N^ 3 . ,. ,..�Atl r _ 4" PIPE = 0.020 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING /CQ,1 �� k1:00:45 OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. �'1HIE,- ELEVATION I EXPIRES „i."no19 SHEET 7 ((2 CLEANOUT FRAM _ TRENCH BACKFILL o AND COVER CleanWater\Services DS E SEWER / S I D E STORM �� 11 0 I EL \ - CleanWater Services D E T A L S C1eanWater Services OF DRAWING NO 510 ' I. 12 :6 DRY NG NNcd . 520 REVISED 12-16 DRAWING NO. 590 REVISED 12-16 14 0. 1 M. t: ei U. a: w NOTES: h F= 1. WBY O RAINFALL AND RUNOFFOCCURSAND DAILY INSPECTIONS OF THE ES,EROSION AND SEDIMENT CONTROLSNAND TENANCE OUTFALLSOSIOMUSTDE PROVIDED U 4 BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT 2 CONTROLS WHO WORKS FOR THE PERMITTEE. Z QIA Q 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEARCC. O ,�A 0 O3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. C II O �j A - /� / �/ / T 4 SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING L J 1� N L/(J�) UL 1) 1" REBAR FOR BAG REMOVAL CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. IW " r M m 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. /� O 8/37/20 /8 CATCH BASIN GRATE V+ 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICHSEDILEAVESMENT THE SITEMUST BE CLEANED UP WITHIN 24 HOURS F AND S BACK U THE SITE FAND STABILIZED �1 44 r O Q U OR PROPERLYG DISPOSED N THE THE CAUSE OF THE SEDIMENT CLEANRELEASE MUST DI FOUNDAND PREVENTEDEDFROM CAUSING A RECURRENCE OREGO OF THE Z A ^ '! DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE DRAGON DEPARTMENT L,� CI- V OF STATE LANDS REQUIRED TIME FRAME. XX Is:: NOTE SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. O Q ,u„Il,1111,"„"„UhuH' 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, U. AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, CATCH BAST AND PRIOR TO THE CONTROL MEASURES REMOVAL O FIELD SURVEY, AND MELD INSPECTOR GATHERED DATA. ALL M1 INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE i ' " j 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT `'+ 'I COMPLETION OF PROJECT. IN DESIGN AND/OR CONSTRUCTION. °,� a EXPANSION RESTRAINT I 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. Ca "° _ 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE SANITARY WASTE,LIQUID / ' eD WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. v °° , ° 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. aaSTORM PIPE m ° • 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. A 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS.VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON /A THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THED. v, CLEARING LIMITS.THE OWNER/PERMI I IEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. 'c NOTE:VEGETATED CORRIDORS TO 8E DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. mail ° e - °°° a ' n • ° ° ° °. . ° 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT - CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. p` 2"X2"X34" RUBBER BLOCKS 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEERLU 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN Q POLYPROPLENE THE SOIL ON SITE ATA DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. FILTER SACK (WOVEN) 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA.AND THROUGH A SEDIMENT CONTROL BMP(I.E.FILTER BAG). Z 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER O DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. WOVEN POLYPROPLENE SACK 20, THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. 21 WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. U 22. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC NOTE: SHEETING,MULCHING,OR OTHER APPROVED MEASURES. 7. RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD, re MUST BE BLOCKED WHEN USING FILTER ON DESIGN4 CRITCLIA SEE CHAPTER 4 OF CLEAN WATER 1 FABRIC INLET SACKS, SIZE OF FILTER SERVICES EROSION PREVENTION FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROLCo BY MANUFACTURER. PLANNING AND DESIGN MANUAL. Z INLET PROTECTION - TYPE 5 C1eanWat Services STANDARD EROSION CONTROL NOTES V DRAWING NO. 920 REVISED 12-06 •nr°ommitmentisclear. FOR SITES LESS THAN 1 ACRE C1eanWater ` Services REVISED 12-C6 Our commitment is clear. DRAWING NO. 9 5 I ce cn 0 Q 8' .__ h- ZO n N - m cc W (n O' _q� R MAY BE USED SHORT TERM Z 0 I-- LU �S.., . ANGLE FILTER FABRIC \ ORK AND W/ PHASNIGI OFTY WDEVELOPMENT _ O o Q 6ME�cEs�eG 4 A so FENCE TO ASSURE SOIL IS TRAPPED \ ..�.: cn z "� F , IW NG�,r�V� I 'diminf im, S oo fir'( ' 0 -< a s it 1111/Iim `-• rIi111liP141, O \ I J iIlI1f■Iltls, I cc � PP . - i I � nnmtnmN I nnlupuuu. R \ FLOW ., I i ♦ mnllr/nlnn I nen//nuvT. G d'•' \ mu i - . • . -----i. n+m n,� namu�lnn / MINIM I IIfIlIIf11I111I1 • - .v . . > ,�'s -e : `�,. \ unnl/I tt'r :luilllp IM rr Illlnnnla r� �IIIII{I!IWih III urmulilpllpr IIM.g"0u';I' 1111Un MIIlI1' 111IMMI111A" UI 1:Q : . • • ,III,. II• �� d . • • . a n.�° � Q ui mlmm ilk�ii�iun li ��c ou \V CI 0 RADIUS 25' MIN. • '.' p. .°-D. :� INTERLOCKED • rn 'b.'.°• �03\' s 2"x 2" POSTS PLAN VIEW = ._. CLEAN PIT RUN OR 3"- 6' CLEAN ROCK i/ •IP Q�LO��OE it' AND ATTACH - --= - =-_ --- -- Cri - 1 ,�0 �tissl NTS 60 AREA DRAIN ze SUBGRADE REINFORCEMENT ��G , LI GEOTEXTILE, AS REQUIRED PRE CATCH BASIN C5 *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL from toe slope., _.__I■ OVER 2'x }2" POSTS NOURY BOTTOM OF FILTER FABRIC 6" _ _ -co_OW y I°,i�iinill.... e" MIN. USE STITCHED LOOPS t 1. I DEPTH 3' minimum (� co VERTR'HJ.I Y 8EL•944 Fy LSMED GwR &E. r 1 I 111NYlY fli§le �'_ GRAVEL CONSTRUCTION --, o LL v�� '111ULsaisai w ENTRANCE CURB RAMP 2 2 x 2 FIR PINE OR STEEL i ':+r.jp0'I F=h „NEE; FENCE POSTS. •• AAA li a • !_ it ' 3N m u) oU (V -♦ _ IIL1t111/IppLi co Or es= Hu PAVEMENT SNP\/ •.. 1 3. POSTS TO BE INSTALLED ON J - - v'' DITCH BOTTOM - nL�L�+m++' FLOW tA i , c.i:r rn iim L/1111171 ti�� �� w.�_V _ _ UPHILL SIDE OF SLOPE. 7i - \ i ihiilll�llllII . • Yid �� �‘{/ 1 «h� IUNIt111111V o ( (n P/��-/��/V4/,7 /V�/V�/V�VA/V`/A/ t • - - �� I 4. COMPACT BOTH SIDES OF FILTER FABRIC �i nm,nmm�u . ,- v\,/ >///.<>,/,`�� ' TRENCH. `).......__.._. .�• ' . . �. Il/!Ilillh' Z� �?,,<< / % %N4--; PROFILE 5 DETORDN0940PANELS MUST BE PLACED PACING ON DITCH INLET PLAN VIEW Illiiii�i!��nu3Wicl a :El nnnnn,lco AIL /� / (na 3I U� iiwon i inr'. �m NTS 4!lonwinuj m NOTES: ''I' (5•.,•'` CO cp 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF 1 f ■tar _ear _SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN NOTES: 6" overlap of bags. ' ' j FILTER FABRIC MATERIAL m OUT OF ANY MEASURES USED TO TRAP SEDIMENT. c s '� i 7. ADDITIONAL MEASURES MUST BE 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- STON WAY. 36" WIDE ROLLS CONSIDERED DEPENDING ON SOIL 'o 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE ' THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. Q. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION j' `vj • O 444443:4' "+ '�tr, �� TYPES. ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED P11��` 13 zix" Cu FILTERING SYSTEM. j •J____- ,��t�•�• - NV' �e 's �� t� 2. BID-FILTER BAGS SHOULD BE 5. DIMENSIONS a `Q ; �e. STAKED WHERE APPLICABLE USING �` pp� SING!F FAMILY co I `V' 20' LONG BY 20' WIDE 8" DEEP OF 3%" MINUS CLEAN ROCK. I I I I (2) 1"x2' WOODEN STAKES OR � c.:4u65� /� a, COMMERCIAL 1 -j ' I APPROVED EQUAL PER BAG. yam. .,aSF' o 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, --- U 6'MAXMUM SPACINGU FOR FURTHER INFORMATION , FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE aa) GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION - - I� CHAPTER 4 OF CLEAN WATER 3. WHEN USING 30" BIO-BAGS TO ON DESIGN CRITERIA SEE ' (PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER FRONT VIEW SERVICES EROSION PREVENTION Or�Econ SERVICES EROSION PREVENTION PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER AND SEDIMENT CONTROL NTS AND SEDIMENT CONTROL SERVICES EROSION PREVENTION /y1 •;OHO o PLANNING AND DESIGN MANUAL. HAVE 4 BAGS AND THEY SHALL BE AND SEDIMENT CONTROL ��� '' APB PLANNING AND DESIGN MANUAL OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. D4NIE`-� �s CO CONSTRUCTION ENTRANCE -....4.- I FxP'R� "'''"°'S� -� INLET PROTECTION SHEET co C1eanWaterO Services CleanWdter� Services TYPE 4 00 77 1-.§- Our commitment is clear. SEDIMENT FENCE C1eanWater Servlees 12 Detail Drawing 855 REVISED 12-06 Our commitment 18 clear •ur commitment is clear. .DRAWING NO. 875 REVISED 12-06 DRAWING NO, 915 REVISED 12-06 OFcz) 14 w w 0 Q a[ tt PUBLIC STREET LIGHTING OPTION "A" NOTES: Z L . E- 1. LIGHT POLE SHALL BE 30-FOOT DIRECT BURIED, 25-FOOT MOUNTING HEIGHT, 0a 0 J TWO-PIECE BRONZE, FIBERGLASS LIGHT POLE. p Q Z ® W Q PGE APPROVED LIGHT POLES ARE:SHA Y O O 0 CMT KMDS30RF 6100�S2SHSLPC,NP-1 B-22 11.1 . o W 1, 1 . f� co CC F- C 0 co M 0 c PGE APPROVED STUBS ARE: -I VI ' CC WII . CC c SHAKESPEARE BHS3099N3BL9901 p CMT 25-STUB-UP U o o o M a T 0 a to 0 � U °° � NZ Z a a ""I a p � ,o U J N C a H 2. JUNCTION BOXES SHALL BE PGE APPROVED SPLICE BOXES. I -G >~ o <n a 0 G a PGE APPROVED JUNCTION BOXES ARE: -� AltW p; o -1) I " e,L. NEWBASIS FCA1 3241 8T-00043 $ a O QUAZITE A4213418A017 1 W "�S _ >~ o .4 N M ARMORCAST A6001946TAX18-PGE .,~ t/i Q 0 HIGH LINE CHA132418HET Z rn o 3 coca "ELECTRIC" OR "POWER" SHALL BE IN THE LID MARKING AREA. n 6 t.6 b.s b.a • 3 b.z b.z b.i b.i b.3 b.i b.i b.i b.i b.i b.i 5.i b.i b.i b.i b.3 b.i b.i b.z t.2 t . 10.3 5.4 b.s 5.6 5.6 6.6L�1.6 E 3. LUMINAIRES SHALL BE PGE APPROVED 47 WATT LED, 240V, MAST-ARM MOUNTED, b.e a.e b., b.7 b.s b.4 b.- b.3 b.z 5_> 5.2 5.2 t..i�t .1 t 1 t.1 b.ipb.pb�.1 b.1 b.2 b.2 b.2 b.2 b.2 :.3 b.4 b.s b.6 b.l b.e b.e b.e b.P W BRONZE SHOEBOX FLAT LENS FIXTURE WITH A NORMAL POWER FACTOR REACTOR BALLAST, b.6 .e 5.e b. 5.6 b.s t.4 5.a bS:W 1:17�'1/'1(i�U TtER-R �i t.2 t.2 t.3 •.3 t.3 t.4 b.s b.s t.6 b. b.e . .e b.e t. WITH TWSTLOCK P.E. RECEPTACLE. b.• 0.8 t.7 t.6 5.6 t.6 b.5 5.5 5.4 5 b.3 t.2 b.2 b.2 b.i b.i b.i b.1 t.2 t.2 5.2 b.3 .3 t.4 t.4 b.s 5.6 t.6 b.e b 6 1.e b 6 b.9 5. LIGHT POLE NO. 2 NOT INSTALLED. PGE APPROVED SHOEBOX LUMINAIRES ARE: b. t.7 b., t.6 5. b.o U.6 t.5 t.4 5 5.3 t.2 t.2 b.i 5.3I b.i b.i b.i t.2 t.2 t.3 .3 t.4 t.4 b.®b. S.o b.7 5�6 b. b. b. LIGHT MOUNTED ON EXISTING 47W CREE STR-LWY-2M-HT-02-E-UL-BZ-700-40K-R-UTLm 25.0 HALF ROW UTILITY POLE. 5 5.6 5.6 5.7 b.8 5.e 1.7 b.s 5.4 5. `. ' S z b.1 b 1 5 Y'S 1 5 s b 1 b.1 b.2 b.2 t 3 b.9 b.9 b s b 7 b.e b.e b 7 b 6 b.s,, s b.6 n0 Z 4. THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED EXTENDED LIFE TWISTLOCK, �+ V o ' FAIL-ON, ELECTRONIC, 105-300 VAC, 60 HZ, PER ANSI 136.10, BRONZE HOUSING, 1.5 LUMEN . /n -nH n 0Hra OK OH 0. o. OH �. `" .0H ,3 mH --. . - .-- OH OH _ 0 OH s ♦ +• �-+ Q '^ TURN-ON, RATED 1000W TUNGSTEN (1800 VA BALLAST) 1.5:1 TURN-OFF/TURN-ON RATIO +� O CO SOLID BRASS PLUG BLADES, CONFORMABLY COATED CDS CELL, 160 JOULE MOV, 2-4 SEC. 1 Z ^ W TURN-OFF DELAY. amp I. PGE APPROVED PHOTOELECTRIC CONTROLS ARE: _ / 0 0 SELC 8483 N • I I Z Z 5. THE WRING FROM THE SPLICE BOX TO THE LUMINAIRE SHALL BE PGE APPROVED #10AWG, / v) I p 0 600-VOLT, 3-CONDUCTOR, CLASS B STANDING TYPE TC WITH 45-MIL SUNLIGHT RESISTANT WI PVC JACKET, SUITABLE FOR DIRECT BURIED APPLICATIONS. RATED 90'C DRY AND 75t WET. I (3T Z V CZ FOR 240-VOLT APPLICATIONS, THE PGE WRING CONFIGURATION IS: I Ce I BLACK AND RED (HOT) • O J GREEN (GROUND) cis)N H Or 6. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO P.G.E. SCHEDULE "95" OPTION LOT 1 PARCEL 1 "A" SPECIFICATIONS. ALL MATERIALS AND INSTALLATION SHALL BE APPROVED BY P.G.E. 7,552 SF U LIGHT POLES AND STREET LIGHTS TO BE INSTALLED BY P.G.E. U 7. LIGHTING CONTRACTOR/INSTALLER IS SOLELY RESPONSIBLE FOR INSTALLATION OF 1'' I Q CORRECT MATERIAL BASED ON CURRENT PGE APPROVED MATERIAL LIST AND JURISDICTION N o SPECIFICATIONS AND STANDARDS. LIGHT POLE AND FIXTURE SUBMITTAL TO PROPER Islo JURISDICTION RECOMMENDED. (LLi7) a 1 N •c ` 1 N N Cb LOT 24 LOT 23 N I I LOT 22 N = w ce F W ¢ Z N CD - o ^�_ CXP� = INSTALL PUBLIC LUMINAIRE POLE # // WITH LED SHOEBOX FIXTURE. > zo 0 (X = POLE #) cr N N W K co 0 w o ci o `Mm ---7,, a W rn .- p "i Li ,7 Z O - N S- BUILT 2 8/31/2078E-i Et • co° 12 NOTE won k 1-n NN E v AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, ' N rn - o FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE w O v.v. m ' IN DESIGN AND/OR CONSTRUCTION. C N o^-o 0 m M M p - 0,-E c �n; m .o, ter+ ± wwQ 3 ° cc?, 1 ,-:+ 1]., Q co O N meg o CW U m r cp. Cr, d \ tc ��<syEDjPROFF,5 2 a CITY OF TIGARD LIGHT POLE LOCATION TABLE \ NUMERIC SUMMARY o 545 � � POLE NUMBER MH WATTS LUMENS ARM ARRANGEMENT STREET POLE TYPE PROJECT; WALNUT TERRACE pq x 1 FUTURE 25 FT 47 3830 0.67 SINGLE WALNUT TERRACE FIBERGLASS aj U aj Er STREETLIGHTING DESIGN LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN H 2� oSCaIe: I �� - 2O� 2 INSTALL 25 FT 17 3830 0.67 SINGLE WALNUT TERRACE FIBERGLASS WALNUT TERRACE ILLUMINANCE FC 0.40 0.90 0.10 5.00 H' Q U Q ANIE\-`` P co 1 EXPIRES: ;2/31/20'9 DWG. NO SHEET c co EL1 1301 OF o i 7 14 W �� a Ccc NEW LEGEND Z W STGRAA M1-1 RA 1 EH 0BASIN BOUNDARY LINE W 4 g ; - SANiTAY MJI V RJM=4D4.33 GRATE=405.16 rR1M=405.94 J /! - - LOT LINE < Z CI W Q SETBACK IJNE 20' 0 10' 20' 40' � O � C) \, _ . • �' 220�--� MAJOR CONTOUR LINE N O O S.W. cn WALNUT TERRACE i 1111 • • 219�- MINOR CONTOUR LINE W 0 co `�� i , �\ SCALE: 1" = 20' OO O TREE PROTECTION FENCING i. ���~yyy..+ M / ( 01 / (a, 0V 0.01,// ��/V h��// :% 0.oA// ��i,<� ��/ W W W WATER SERVICE LINE N O CC i i 44 / / / �� SANITARY SEWER LINE_cam <;c._ �41\.... _gc._._._._Ice-. .... , �¢....._. _ c•c cc-�- Ss ... ::5:(� O :, k'.'P; fykT 5:,; _Q \ .:�..,----a.� f �SD SD so STORM DRAIN UNESS SS SS a• JI•— Q �1 o F— \ --- \ - `� SD S:)- SD \ / \ - B ,` PRESSURE STORM DRNN LINEQ O W—S) ` :.- :> . -..S•�...-- �....... . .......jSu SD , 5,--- 1 cn ,::: .):) ....... 5 , _... ( ,...,_ \.: iJF'-4tl\a.74 • VJ - ,I -NA v"r ----- `r^J- -V:. 'N. ..- Vv--- 14Y .., - !h �j �--- 4;- v_ ._. ---W , W Y; � ., .. CONCRETE M O —, J X � � ` �.L] �-" , .� _ / U Q \ \ \ \ 4 . �\l -r- `CS - �_>/ � " EROSION CONTROL LEGEND N H ,..: _._ ....-(» .._. r; ._..._,,Q �..'uZ��r- Ott",. -fir :;5-. . 'M :. . ,. « M1 a .� - �Gf V v • v��� —I) \ 1 t!fec_ _ _ � - °�� - a ❑ PROPOSED SEDIMENT FENCE 23t-�t \� I \ . � \ i t ��00835 Li ! vetIiI T /34 \ �? W BIOFILTER BAG SEDIMENT BARRIER I \ N L \ ' y i a / 23 1 f.���0��: AT CATCH BASINS _ `� I I _ I 1 `\ ( \ / .L 1 e 972, I O ` ?s / \ - - 1r �\ E- �407 7.1 DIRECTION OF STORMWATER FLOW \ O Q \ 1 ' I I \ \ /// \\ \ - -i�4 ROCK CONSTRUCTION ENTRANCE A/ "N / \ LOT 1' \ PARCEL 1N J W Cl. ® \ 9 N 1 / \\ 7,552 SF N\\ I \ i Ci \\ \ \ / \ 224 `4 I RECOMMENDED CONSTRUCTION SEQUENCE Z 0 I SILT FENCE SEDIMENT 398 I l I \ 398.981 , I. — — ,\ PROTECTION (TIP) / N \\ A-30 FOR E.C. Q Et I \ \\ �' I ' \ \ \ / (� ~ \\\ 39a IL - \N397� 1 \\ / 1. PRE CONSTRUCTION MEETING. Z Z \ I I yN L \\ \\ / 2. FLAG OR FENCE CLEARING LIMITS. Q o 1 V \ I li ■ I I I I\\ \- -_- 4 \ 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND LOT 24 I \ LOT 23 I III 3 96 I N LOT z2 1 — \ PHONE NUMBER OF EROSION SEDIMENT CONTROL SUPERVISOR. \ i4'� L Ir �� N. N. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. V I \ u u l u u u V � `\ _ EN Im \ - - - - 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). \ I �g 18"APPLE , a \ --- fr• - N �V� I \\I\ — \ ` se7 \ 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). ?`\ / \ \ II 11 �I� O- - ---i — , P.P. NO. 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE R \ \ 39236�1 II \ \\ \ \� 7 1993-011 : r0?!:!!:::: :::: ING AND GRADING_ , \< \ � / I \\ \ I 8. MAS IN ACCORDANCE WITH LOCAL a 1- o Cr)~ N L� / \\ \ \ I N If \ /I u_j in JURISDICTIONS AND MANUFACTURER'S RECOMMENDATIONS. m w oc \ - I It CD N n ce 1- \\ \ \ --- ----�� I\\ \ \ 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL Z 8 i N ,. cz I \ \\ \\ \\ LOTZ \\ MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS O o2 • \ \ \ \ ys CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN N_ z a r \ \ LOT 3 \ \ \ \ 10,755 SF \ ACCORDANCE WITH CLEAN WATER SERVICES EROSION AND SEDIMENT > o \ \ \\ \ \ \ / CONTROL STANDARDS. o \ \ 10,898 SF \ \y \ \ PARCEL 2 16121 O \ \ \ T\ \ \\ I _it 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN N. \ \ \ DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET r-- \\ \\ I \\ \\ \ \ �_ SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC I-- 0 5 Q \ \ \ \ \\ \ SHEETING OR EQUIVALENT. o M a \\ \ \ \ \\ \ \\ 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN ^ °' \ Z 5 SILT FENCE SEDIMENT \ \ \ I \\ \ I DAYS. z o - c� o •PROTECTION (TYP) \\ \� \\ ��� ‘1 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 0 \ CC \ \ \3sJ 4 �I DAYS. o I ` N. -- \ 3ay ` C� x 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE o 3 a8 Y " � _ - �0 — STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IFIII 4 as L� = s=- -� ; - APPROPRIATE. 0 3/4 4-� I \ ~ N ONi C-.• / o E cot- LOT 31 LOT 32 I LOT 33 'F-391.A4 LOT 34 7 \ N z m rn _ *- / I STANDARD NOTES FOR Wo��.92 6 W r N II SEDIMENT FENCE m p p N -4 \ / 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT 3 w- 3 ^ N>H< 3 NI TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN n o JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER cc.,co o m ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND BOTH AS— BUILT ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2" X 2" POSTS. 2 . FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS -s y WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6' 8/3 1/20 1 8 APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24". !QcD~ 3 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6". ALL 7 PRO a N OTE EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL C\�� "G �e`R / AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, BE BACKFILLED AND COMPACTED ALONG THE ENTIRE DISTURBED AREA. 54se o FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL / ti INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE IN DESIGN AND/OR CONSTRUCTION. MANUFACTURE STITCHED LOOPS FOR 2"X2" POST INSTALLATION. STITCHED Fj •)- 11 2c' $ ,- LOOPS SHALL BE INSTALLED ON THE UP HILL OF THE SLOPED AREA. e., 1 ,'\ FOP 3 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED I EXPIRES: 12/31/2019 I CO THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN SHEET PERMANENTLY PROTECTED AND STABILIZED. c 14 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR o IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING OF h PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE 1 4 IMMEDIATELY. \ J lif e amiimilminsimilmimaiumr_ _ ___ -- all- a IP