Loading...
HomeMy WebLinkAbout1302 VICINITY MAP L a67 1 5 sw ALFRED STREET _ 3 LOT PARTITION ___ )/ 11H I LU aug‘HD 0 ° TAX LOT 4600 ct SW 1-IUBJ R 1t o E oc o W — 3 1 w 4 IT NE 1 /4 SE 1 /4 OF SECTION 25, T. 1S . , R. IW. , W. M . N F� T re 0 TIGARD, OREGON I /� a aCI W A_FRED $T V a X re i. . TE - r <›- cn S.. , ST - M X TAX LOT 4000 TAX LOT 3900 TAX LOT 13000 TAX LOT 12900 SITE DATA in ~ L_J r a _.----- CO TOTAL PARCEL: 29,335 SF (0.67 AC.) O ROW DEDICATION: 203.8 SF a ZONING: R-4.5 S TAX MAP: 1 S125DA 6��Y 1»=500' TAX LOT: 4600 �� �--' � I i- r DRAWING INDEX LEGEND I— I NO. TITLE w - - RIGHT-OF-WAY w 01 COVER SHEETI SITE BOUNDARY CO 02 CONSTRUCTION NOTES PROPERTY LINE �/ 02A CONDITIONS OF APPROVAL - - ADJACENT/ADJOINING LOT LINE ILL I 03 EXISTING CONDITIONS & DEMOLITION PLAN - ROADWAY CENTERLINE III I 04 TREE PRESERVATION & REMOVAL PLAN - - EASEMENT LINE LOT2 LOT3 PROPOSED BUILDING SETBACK o 05 TREE CANOPY SITE PLAN V 06 PRELIMINARY PLAT sD OO EXISTING STORM SEWER & MANHOLE sD ❑ EXISTING STORM SEWER & INLET I 07 GRADING & EROSION CONTROL PLAN ss © EXISTING SANITARY SEWER & MANHOLE I 08 EROSION CONTROL DETAILS —w w 0 EXISTING WATERLINE & SERVICE TAX LOT 4500 TAX LOT 4800 09 SW ALFRED STREET & STORM LINE SD-01 PLAN & PROFILE —w w—t EXISTING WATER VALVE & BOX - - - - 10 STORM PLANTER DETAILS —G EXISTING GAS LINE 11 LIGHTING PLAN o EXISTING FIRE HYDRANT I XOH EXISTING OVERHEAD UTILITY LINE I 12 STREET CONSTRUCTION DETAILS (TIGARD) co, EXISTING UTILITY POLE ? ? I TAX LOT 4700 13 UTILITY CONSTRUCTION DETAILS (CWS) - - -199- — — EXISTING 1' CONTOUR LINE m z z 14 UTILITY CONSTRUCTION DETAILS (CWS) — -200- — EXISTING 5' CONTOUR LINE o N 5 I- ��� 15 LIDA FACILITY CONSTRUCTION DETAILS (CWS) X X EXISTING FENCE E cn �' �' ��I 0��0� } ° EXISTING SIGN o a a P \ wzz I '� Q 0' ��4X EXISTING TREE TO BE REMOVED z o 0 0 Q '� w z > > L' P PROJECT CONTACTS w r. r. LOT 1 EXISTING TREE TO REMAIN APPLICANT/OWNER I N N N I ROBERT JOHN ANDERSON PROPOSED STORM DRAIN MANHOLE o 12670 SW 68TH AVENUE, SUITE 400 ^ r.r' TIGARD, OR 97223 0 PROPOSED STORM DRAIN CATCH BASIN Z. o — es, PROPOSED STORM LATERAL CIVIL ENGINEER & SURVEYOR 0 PROPOSED SANITARY SEWER & MANHOLE I I I EMERIO DESIGN, LLC I � OI 6445 SW FALLBROOK PL. SUITE 100 PROPOSED SANITARY LATERAL o BEAVERTON, OREGON 97008 I toPROPOSED WATER METER • ' i -� \ ENGINEER: ERIC EVANS PROPOSED WATER LINE ~ - - - - - _ w go ro 199 PROPOSED 1' CONTOUR LINE cn o N N - :. ... . - ( 0 ) 639-9592 (F) rn o N (503) 746 8812 (P) y co,„, .. 5 3 .... .... .. .... ............... .. .... z 200Q o PROPOSED 5' CONTOUR LINE PROPOSED CURB AND GUTTER N up__� / _________< < ///// PROPOSED 2" GRIND & INLAY IN' o o o a) o fir)'` L i F . . QwJX - _. _+�' I _ _ _ _ _ S _ _ _ POTENTIAL UNDERGROUND FACILITY OWNERS '�'a 3 in can m I Iiir 0E IQ Dig;Safely. CENGINEER'S NOTE TO CONTRACTOR `° w DIAL 8ll or 1-800-332-2344 all the Oregon One-Call Center r THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS — I _ - - - - �� = - ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO T - EMERGENCY TELEPHONE NUMBERS EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE IC . I I PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR co PROFFs I I s TAX LOT 5700 TAX LOT 5600 NW NATURAL GAS FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES Gj � GiNEeR / o 1-AV I„T crI,,,, TAX LOT 5800 I SHOWN OR NOT SHOWN ON THESE DRAWINGS. �' 54665 M-F 7am-6pm 503-226-4211 Ext.4313 DocuSigned by: of 20' 0 10' 20' 40' A S- N OTI C E TO EXCAVATORS: AFTER HOURS 503 226 4211 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE N B / /// TPGE503-464-7777CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL �4�69EAZ�z �.____11#) M L. L / PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL �P ZY11,2� ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW QWEST 1-800-573-1311 WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE �C' JP �ANIE�� SCALE: 1 = 20 RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION VERIZON 1-800-483-1000 ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 3 7/26/202 CENTER. THOSE RULES ARE SET FORTH IN OAR COMCAST 1-888-824-8264 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF ExPiREs 2/3 /2021 i 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY CLEANWATER SERVICES 503-681-3600 THE OWNER OR THE ENGINEER. SHEET NOTE OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. CITY OF TIGARD 503-639-4171 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO Lo (NOTE: THE TELEPHONE NUMBER FOR THE OREGON 0 AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, UTILITY NOTIFICATION CENTER IS (503)-232-1987). TUALATIN VALLEY THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. co FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL WATER DISTRICT 503-848-3000 ` OF INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE } ` IN DESIGN AND/OR CONSTRUCTION. 7 15 a GENERAL CONDITIONS GENERAL CONDITIONS (CONT.) STREET & STORM DRAIN 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY 1. STORM PIPE SHALL BE PVC ASTM D-3034, ASTM C76, C-900, OR DUCTILE IRON (SEE SECT. 3.06.10 FOR CONDITIONS.) W Q MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER STORM DRAIN LATERAL PIPE SHALL BE WHITE IN COLOR. SERVICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM W PURSUANT TO THIS PERMIT. SATISFACTION. D-3034. Ce Z Z 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT 2. ALL TRENCH EXCAVATION SHALL CONFORM TO APWA DIVISION III, SECTION 301.1.01, AND SHALL BE UNCLASSIFIED. Cl) O N O O STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT EDITION. THE PERMIT HOLDERS EXPENSE. F.. r ... LU 3. PIPE BEDDING MATERIAL SHALL BE CLEAN CRUSHED ROCK WITH A MAXIMUM SIZE OF 3/4"-0", UNIFORMLY GRADED 0 - re CD LV 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT FROM COARSE TO FINE OR AS APPROVED BY AGENCY OR CITY. W re SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A HAVE BEEN PLACED. COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. 4. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND 10 FEET INTO THE LOT. THE END OF 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY EACH LATERAL SHALL BE MARKED WITH A 2"x4" PAINTED WHITE, EXTENDING FROM THE INVERT TO A MINIMUM OF TWO U. a ~ 0 ., 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRITTEN THEREON. Q X APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITYegtOF TRAFFIC RAFO IC TRI-METO DIANSRUPTIONS NSTOOOAREAISTRICT AND OTHER SERVICE (TIPROGARD DERPOLICE DEPT., TUALATIN FIRE & RESCUE) INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 5.S. COMCOMPACTION D SHAUSELL BE O PER APWA AIMED COMPACTION.III, SECTION 301.3.07. CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT O.01 O < 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION 6. TRENCH BACKFILL OUTSIDE OF PAVED AREAS MAY BE EXCAVATED TRENCH MATERIAL CONFORMING TO "CLASS A" PER 1. 0 CI) X ~ PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR CITY STANDARDS & SPECIFICATIONS. COMPACT TO 95% AASHTO T99. TRENCH BACKFILL IN STREET AREAS SHALL BE r Q INITIATION OF CONSTRUCTION WORK. SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. MADE WITH 3/4"-0" CRUSHED ROCK, COMPACTED TO 95%. (T-99). COMPACTION RESULTS TO BE SUBMITTED TO CWS I` ~ AND COPIES ALSO SENT TO CITY OF TIGARD. CO 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE 7. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE FOUNDATION AND SHALL BE REPLACED WITH 1-1/2"-0" CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. COMPACTED TO 95% AASHTO T99. AND SHALL BE EFFECTIVELY MAINTAINED. 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO 8. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OF THE WORK. FAILURE TO DO SO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M.-3:00 P.M. 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY DEFECTIVE 9. ASPHALT CONCRETE PAVEMENT MIX TO MEET THE CRITERIA SET FORTH IN THE LATEST ODOT SPECIFICATION 00745, AS UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. MODIFIED BY WASHINGTON COUNTY. SUBMITTAL OF THE DESIGN SHALL FOLLOW THE REQUIREMENTS OF THE LATEST BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. COPY OF THE ODOT CONTRACTOR HMAC DESIGN GUILDELINES. Z 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC (QUARTERLY) 0 10. TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED WITH AT LEAST 2" OF HOT MIX MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF 10. ALL MAIN STORM SEWER AND C.B. RUNS SHALL BE THOROUGHLY CLEANED, MANDRELED IF PVC, AND VIDEO TAPED FOR ASPHALT. THREE (3) YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON OCTOBER ACCEPTANCE, PER R&O 04-09. 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE 11. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF 11. COMPACTION FOR ROADWAY EMBANKMENT AND ROADWAY SUBGRADE SHALL COMPLY WITH APWA 204.3.09 . THE MAXIMUM V CO SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A WRITTEN DRY DENSITY OF COMPACTED MATERIALS SHALL BE DETERMINED BY AASHTO T99 OR T180. M MI 12. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES IX EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. IDENTIFIED IN THE EVALUATION. 12. USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS, CURBS AND DRIVEWAYS PER CITY OF TIGARD ENGINEERING STANDARDS. O 13. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITY'S PRIVATE GENERAL NOTES ~ Z DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION WATER SYSTEM (TVWD WATER SERVICE AREA ONLY) MEETING. 1. ALL ROAD WORK TO COMPLY W/ CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS. 1. OPERATION OF EXISTING VALVES SHALL BE PERFORMED ONLY BY AUTHORIZED TVWD STAFF. Z 14. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/639-4171 TWENTY-FOUR (24) 0 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND SHOWN FOR INFORMATION 2. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AWWA, TUALATIN VALLEY WATER DISTRICT (TVWD), AND THE HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER PURPOSES ONLY. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION AND UNIFORM PLUMBING CODE AS APPLICABLE. ALL MATERIAL SHALL BE OF NEW MANUFACTURE. NO REBUILT OR USED COMPLETING WORK COVERED BY THE PERMIT. SHALL COORDINATE WITH THE SURVEYOR THE LOCATION, ADJUSTMENT OR REPLACEMENT OF ANY UTILITY OR RELATED MATERIALS WILL BE ALLOWED. 15. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL STRUCTURE AS MAY BE NECESSARY. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. (CWS LINE LOC. 503-681-7044). AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, 3. ALL MAINLINE PIPES SHALL BE PUSH-ON, ZINC-COATED, CEMENT-LINED DUCTILE IRON, CLASS #52 WITH TYTON 3. CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF TIGARD FOR REVIEW AND APPROVAL BEFORE JOINTS. ALL FITTING SHALL BE MECHANICAL JOINTS CONFORMING TO ANSI A-21.11. PIPE SHALL BE WRAPPED IN CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE CONSTRUCTION CAN START. V-BIO POLYETHYLENE ENCASEMENT. AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. 4. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED CONSTRUCTION 4. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO TVWD'S ACCEPTED BRANDS AND MODELS. 16. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK PLANS ON THE JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASE AND ALSO MAINTAIN AT LEAST ONE (1) SET FOR AS BUILT DEVELOPMENT. 5. ALL PIPES SHALL HAVE 36" MINIMUM COVER MEASURED FROM FINISH GRADE UNLESS SPECIFICALLY NOTED FOR LESS AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. COVER WITH MITIGATING MEASURES. THRUST BLOCKS SHALL BE INSTALLED WHERE INDICATED ON PLANS AND DETAILS 5. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS TESTED IN ACCORDANCE WITH THE ? ? 17. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC SPECIFICATIONS PRIOR TO DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER 6. ALL BACKFILL IN THE RIGHT OF WAY OR OTHER TRAFFIC AREAS SHALL BE 3/4-0" COMPACTED CRUSHED ROCK, SHALL BE REMOVED FROM THE SITE AT NO ADDITIONAL COST TO THE OWNER. COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTO T-99 COMPACTION TEST. PIPE BEDDING a a ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. z THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. SHALL BE PLACED TO FORM A CONTINUOUS AND UNIFORM BEARING SUPPORT FOR THE PIPE AT EVERY POINT BETWEEN o N 6. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION REVIEW SERVICES JOINTS; PIPE ZONE MATERIAL SHALL BE FIRST PLACED UP TO THE SPRING LINE OF THE PIPE AND MATERIAL a N_ 5 5 RELATING TO THE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES, OR UNIFORMLY COMPACTED BY HAND TO INSURE PROPER SUPPORT WITHIN THE PIPE HAUNCHES. 18. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED u) o o w w PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS/HER WORK. z w z a a MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE p o E 7. WATER LINE CONSTRUCTION SHALL COMPLY WITH REGULATIONS OF THE OREGON DEPARTMENT OF HUMAN SERVICES (DHS, w cn cn ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. ( w z z 7. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, ROOTS, TOPSOIL AND OTHER MATERIAL IN THE FORMERLY OREGON HEALTH DIVISION -RULES ACCESSED AT WWW.OHD.HR.STATE.OR.US/DWP/RULES.CFM ) REGARDING THE z o 0 ROADWAY AND IN ALL STRUCTURAL FILL AREAS INCLUDING BUILDING ENVELOPES. MATERIAL SHALL BE DISPOSED OF IN LOCATION AND SEPARATION OF WATER LINES AND SANITARY SEWER LINES -- (SPECIFICALLY, SEPARATION 5 (7) (7)w z > > 19. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, SUCH A MANNER AS TO MEET LOCAL REGULATIONS. REQUIREMENTS CAN BE ACCESSED AT HTTP://OREGON.GOV/DHS/PH/DWP/DOCS/PWSRULES/61-0020.PDF ) ``' BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. 8. CONSTRUCTION VEHICLES AND EMPLOYEE PARKING TO BE ON SITE. NO PARKING TO BE ON PUBLIC RIGHT-OF-WAY. 8. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, ALL LINES SHALL BE FLUSHED AND DISINFECTED IN CONFORMANCE WITH DHS GUIDELINES AND THE REQUIREMENTS OF THE OREGON DEPARTMENT OF ENVIRONMENTAL 20. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE QUALITY. WATERLINES SHALL BE PRESSURE TESTED FOLLOWING COMPLETION. THE MINIMUM TEST PRESSURE SHALL BE o N 17. SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY DEMOLITION NOTES o 0 0 150 PSI. FOR LINES WORKING WITH OPERATION PRESSURES GREATER THAN 100 PSI, THE MINIMUM TEST PRESSURE ¢ cal N N IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH o SHALL BE ONE AND ONE-HALF TIMES THE OPERATION PRESSURE. THE DURATION OF THE TEST SHALL BE 1 HOUR, N. o EFFECTIVE DRAINAGE CONTROL. 1. CONTRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING DEPARTMENT PRIOR TO STARTING UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. ALLOWABLE LEAKAGE IS IN ACCORDANCE TO CITY STANDARDS. DEMOLITION WORK. z o ci 21. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES 9. 2" AND SMALLER WATER SERVICE LATERALS ARE TO BE INSTALLED BY TVWD IN ACCORDANCE WITH TVWD'S STANDARDS. ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM 2. REMOVAL OF EXISTING INTERIOR FENCES, SERVICE LINES (AERIAL & UNDERGROUND POLES, MISCELLANEOUS ITEMS NOT THE CENTER BY CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. SHOWN AMD THE CLEANUP OF DEBRIS IN THE CONSTRUCTION AREAS ARE ALL TO BE INCLUDED IN THE REMOVAL BID 10. FIRE HYDRANTS SHALL BE LOCATED TO ALLOW A MINIMUM OF 36" CLEAR SPACE SURROUNDING ALL PORTIONS OF THE NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. ITEM. HYDRANT. THERE SHALL ALSO BE NO OBSTRUCTIONS DIRECTLY IN LINE WITH ANY OF THE PORTS OF THE HYDRANT FOR roN- A DISTANCE OF 6 FEET. 22. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR o 0 TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE REMOVAL OF EXISTING O o UTILITIES OR PROPER DISPOSAL AND/OR FILLING ACCORDING TO DEQ/WASH. CO. SANITARIAN, IF THEY ARE TO REMAIN 11. ALL WATERLINE TAPS 4"OR GREATER SHALL USE AN ALL STAINLESS STEEL TAPPING SLEEVE (JCM 432 OR APPROVED w RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE (SEPTIC TANKS, LINES, ECT.). IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE STATE OF EQUAL). ~co APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH OREGON WATER MASTER 503-681-7018 TO APPROVE THE FILLING OF ANY SEPTIC TANKS & REMOVAL OF ANY EXISTING N IE N AFFECTED UTILITY AGENCIES. WATER WELL. w°' to e o 12. CROSS CONNECTION CONTROL AND BACKFLOW ASSEMBLIES SHALL BE AS PER TVWD STANDARDS. Q Q Z �, L 23. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES o °; �' WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY SANITARY SEWER SYSTEM TREE REMOVAL am'"°° a Mn•o TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR IN' o 0 o a) 13 DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE CLEAN WATER SERVICES CWS OF m o o (CWS) NOTWITHSTANDING ANY OTHER PROVISION OF THIS TITLE, ANY PARTY FOUND TO BE IN VIOLATION OF THE TREE REMOVAL J� � WASHINGTON COUNTY (AGENCY) R&O 07-20 STANDARDS AND SPECIFICATIONS, AND CITY OF TIGARD ENGINEERING CHAPTER (INCLUDING BUT NOT LIMITED TO REMOVAL OR DAMAGE TO TREES NOT APPROVED FOR REMOVAL) SHALL BE SUBJECT <>w:7Q w 24. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS STANDARDS AND SPECIFICATIONS. TO A CIVIL PENATLY OF UP TO $500 PURSUANT TO CHAPTER 1.16 OF THE TIGARD MUNICIPAL CODE AND SHALL BE REQUIRED w~'� 3 0 MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED TO REMEDY ANY DAMAGE CAUSED BY THE VIOLATION. SUCH REMEDIATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE (m o IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT 2. MAIN LINE PIPE SHALL BE 8" PVC AND SERVICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM D-3034. SANITARY FOLLOWING: HOLDERS EXPENSE. SEWER PIPE SHALL BE GREEN IN COLOR. .0 N 25. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE A. REPLACEMENT OF UNLAWFULLY REMOVED OR DAMAGED TREES IN ACCORDANCE WITH SECTIONtrq o 3. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND 10 FEET INTO THE LOT AND SHALL 18.790.060 (D) OF THE TIGARD DEVELOPMENT CODE; AND N PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC HAVE MAGNETIC TAPE INSTALLED OVER THE PIPE AS PER CWS DWG 520 (SEE SHEET 32). THE END OF EACH LATERAL SYSTEM OR FACILITY, SHALL PROVIDED THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEER'S SHALL BE MARKED WITH A 2"x4" PAINTED GREEN EXTENDING FROM THE INVERT TO A MINIMUM OF TWO FEET ABOVE B. PAYMENT OF AN ADDITIONAL CIVIL PENALTY REPRESENTING THE ESTIMATED VALUE OF ANY UNLAWFULLY CERTIFICATION OF INSTALLATION N COMPLIANCE (FORM ATTACHED). IN ADDITION, THE APPLICANTS AS-BUILT DRAWINGS DAMAGED TREE, AS DETERMINED USING THE MOST CURRENT INTERNATIONAL SOCIETY OF J REMOVED OR SHALL BE TIED TO THE GPS NETWORK. THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRITTEN THEREON. GUIDE FOR PLANT APPRAISAL. C o, ARBORICULTURE'SOR FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND OTHER WATER 3 PROF�C`Si' SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED 4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% WITH A MAXIMUM GRADE OF 100% (45°). ONLY THOSE TREES AUTHORIZED FOR REMOVAL BY THE CITY'S CASEFILE N0. SU62011-0001 AND ANY TREES THAT ARE ��5 ,NGiNEER 1O N TO NAD 83 (91). INCLUDE ACROBAT (***.PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS. S4665 r, AS- BUILT 5. ALL MAIN SEWERS SHALL BE BALLED, FLUSHED, THOROUGHLY CLEANED MANDRELED AND AIR-TESTED AFTER THEEXEMPT MAY BE REMOVED BY THE APPLICANT. IF IN THE PROCESS OF CONSTRUCTING IMPROVEMENTS, IT IS FOUND THATDocuSigned by:26. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER OR BOTH BACKFILL IS PLACED AND COMPACTED. A DVD VIDEO, REPORT AND AIR-TEST RESULTS SHALL BE PROVIDED TO CWS. REMOVAL OF A TREE DESIGNATED FOR PRESERVATION MUST OCCUR, THE APPLICANT WILL BE SUBJECT TO MITIGATION FOR MANHOLES SHALL BY HYDRO-STATIC OR VACUUM TESTED. ALL PRIOR TO AC PAVING, AND AFTER ONE YEAR. 100% OF THE CALIPER INCHES OF THAT TREE. ANY TREES DAMAGED OR REMOVED WITHOUT PRIOR CITY AUTHORIZATION WILL g36474C69 No THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TOCONSTITUTE A VIOLATION. 4 oo� 7/26/2021CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 6. TRENCH BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4"-O" CRUSHED ROCK, COMPACTED TO 95%. (T-99). /CDANIELAP� ir 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE COMPACTION RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF TIGARD. EXPIRES �2/3�/zo2i i NOTE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER A SET OF PLANS SHOWING THE AS-BUILT LATERAL LOCATIONS. SHEET AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION 8. PLUG CONNECTION TO EXISTING SANITARY UNTIL NEW LINES ARE TESTED AND CONNECTION IS APPROVED BY THE CITY. 02 INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE ADEQUACY COMPLIANCE. SUCH TESTS REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. IN DESIGN AND/OR CONSTRUCTION. / / OF 9. CONNECTION PERMITS REQUIRED FROM CITY BUILDING DEPT. 15 N) 0 N O a 1— w Q � zo z 1 / 1 I NOTE: c) _ o 0 TAX LOT 12900 TAX LOT 10100 ALL ONSITE TREES WERE REMOVED IN MARCH OF 2020 UNDER A DEMOLITION PERMIT W 'Cr re TAX LOT 3900 TAX LOT 13000 OT 12500 TAX LOT 4000 �FORBOTH EXISTING LOTS 31 AND 32. re CO O J O 0 CI T — � 4 � � � /� `\ TREE PROTECTION NOTES- MX1B//\ — 1. TREE PROTECTION. THE EXISTING CHAIN LINK FENCE ALONG THE EASTERN BOUNDARY SHALL PROVIDE rQ ■ I x \ PROTECTION FOR OFF—SITE TREES. IF THE EXISTING FENCE IS REMOVED DURING CONSTRUCTION, TREE 1`PROTECTION FENCING CONSISTING OF 5—FOOT TALL METAL FENCING SECURED TO STEEL POSTS PLACED Cfl �� / NO FURTHER THAN 8—FEET APART SHALL BE INSTALLED IMMEDIATELY. ■ I, \ / \ 1 7'` 2. PERMANENT FENCE CONSTRUCTION. IF A NEW PERMANENT FENCE WILL BE BUILT WEST OF THE EXISTING EXISTING CHAIN LINK FENCE — CHAIN LINK FENCE ALONG THE EASTERN BOUNDARY, FENCE POSTS SHALL BE DUG BY HAND AND WITH ■ 1 - 7 TO PROVIDE PROTECTION i HAND TOOLS BENEATH THE DRIPLINES OF OFF—SITE TREES. IF TREE ROOTS ARE REVEALED, POSTS FOR OFF—SITE TREES. �x SHALL BE ADJUSTED TO AVOID TREE ROOT IMPACTS.\ / _ . / 06 \ / x \ / z ` 0 z 1 _ _ 1 H Q i x LEGEND —I LOTLOT3 Q a w .1 " x GEXISTING TREE & TREE NUMBER \ \ XX w < / \ I x 1 ( �' EXISTING TREE CANOPY PER ABORIST'S DT 4600 I I _/ REPORT w p TAX LOT 4500 \ / X\ TAX LOT 4800 TAX LOT 4900 w w Et I 1 /' \ w ARBORIST STATEMENT: W I TAX LOT 4700 I I— \ / I, MORGAN HOLEN, ATTEST THAT THIS TREE PRESERVATION ` --- -- AND REMOVAL PLAN MEETS THE REQUIREMENTS IN SECTION 10, PART 1, OF THE CITY OF TIGARD URBAN x FORESTRY MANUAL. I 1 \5 x ? ? I ■I �� SIGNATURE . of o o LOT 1 �� P'�\�� MORGAN HOLEN oz m a 'I QP \C ISA BOARD CERTIFIED MASTER ARBORIST PN-6145B F 0� Qe\' ISA TREE RISK ASSESSMENT QUALIFIED a- N c.) c� I P DATE: (/) cov w w i i 1 z o = a_ a_ o zoo II w w w o oI Q N �1 N N N V 0 *6* h• c) r"'" Z — — — — — — — — — — — — — — O O N r rn . 7.,.:.:::.:77 \ .................. .. .... .. .... .. .... . I I JsD SD SD 4. : .:. � � � o M El SD SD SD ji.11 SD sD SD SD SD I )7 -___ — -LI 2 ______SD SD E < SD SCALE: 1" = 20' CD —. -1f - 1S% ~ 0 „, AS- B(J/LT (nO�NN E 1 c, . . i 7/26/2021 o o 0..0 c.N Qp 1 Q, a J �r`uJ� `J I o NOTE z,n,n E o — — -off " I OH _off — off H _ OH �_ _ off — —o OH —� — — — AS—BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, m "`"°' w XX x I — — — — — — — — FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL 3 Z I INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE w o IN DESIGN AND/OR CONSTRUCTION. (n co No. Lot No. Common Name Species Name DBH1 C-Rad2 Canopy3 O/S4 HTS Cond6 Pres7 Comments Treatment RATING VIGOR CANOPY DENSITY DEADWOOD FAILURE HISTORY PESTS DECAY TA a_ o • 301 Off-Site fruit unknown *14 11 N/A 0 No 2 2 Limited visual assessment Protect ui 0 dead to severe decline <30% major scaffold branches >1 scaffold Infested major conks and cavities i 1 declining 30-60% twig and branch dieback scaffold branches Infested one to a few conks;small cavities 302 Off-Site dogwood Comus spp. *10 11 N/A 0 No 2 2 Limited visual assessment Protect - • 2 average 60-90% small twigs small branches Minor present only at pruning wounds 303 Off-Site Oregon white oak Quercus gorryono *36 22 N/A 0 No 2 2 Limited visual assessment Protect • . 3 good to excellent 90-10096 little or none none None absent to present on;y at pruning wounds PRE 3 304 Off-Site .Oregon white oak Quercus gorryono *501 25 N/A 0 No 2 2 Limited visual assessment Protect .` /z- 1 g (x property access was authorized for complete visual assessment and diameters were visually 7Pres is the numerical suitability for preservation rating(0-3)for on-site trees as defined in the Tigard Urban Forestry Manua':: �\ 5466E-4, �O DBH is tree diameter measured at 4.5-feet above the round ley&in inches; asterisk ' ) indicates off-site tree aihere noy O r'estimated from a distance. RATING CONSIDERATIONS m DocuSigned by: o 2C-Rad is the average crown radius measured in feet. 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 theTk 6• o 3Canopy is the average tree canopy area (ft2)for on-site trees to be retained with Condition and Preservation ratings>2, calculated as:Canopy=(Average Tree CanopySpread / 2)2 x 0 Tigard Development Code cannot be completed in a manner that results in tree retention consistent with tree care industry standards. 'elc11E 40 _,, 40/S identifies the trees as either Open Grown or Stand Grown_ 1 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 DANIE\-�' S tree" or"hazard tree abatement" could be performed. EXPIRES. 12/31/2021 HT identifies whether or not the tree is a Heritage Tree (either Y for yes or N for no). a, e The tree has average health and/or structural stability that could be alleviated with treatment;the tree will be less resilient to development °mpacts and SHEET Cond is the numerical condition rating(0-3) for on-site trees as defined in the Tigard Urban Forestry Manual: 2 3 will require more frequent management and monitoring after development than a tree rated as a "3 N The tree has good to excellent health and structural stability;the tree will be more resilient to development impacts, and will require less frequent 04 3 management and monitoring after development than a tree rated as a "2". OF 7 15r. 0 N O a I- W a LU CeZ � Z 0) - No (D 1 i 1 W � 44.� I— OC NOTE: � Q IDO ALL ONSITE TREES WERE REMOVED IN MARCH OF 2020 UNDER A DEMOLITION PERMIT J a J p FORBOTH EXISTING LOTS 31 AND 32. < � Q X re itt OD M X - // / \ \ TAX LOT 3900 / / — \ TAX LOT 13000 LEGEND TAX LOT 12900 )0 TAX LOT 4000 / / I / \ / \ I / I \ / \ SPECIES SIZE MATURE CANOPY QUANTITY I / \ / — — \ SPREAD / ❑ ❑ 01 ❑ — - _ I I — - / \I ;:r I I I x \ / OREGON WHITE OAK 1.5" CALIPER 50' 4 Z 1 / 1 l 7 _ 7 Q \ / \ I / \ / \ / LITTLE GEM MAGNOLIA 1.5" CALIPER 25' 6 a \ / \ I / x I OR EASTERN REDBUD / N / W , i 7 - - - TREES SHALL BE PLANTED IN ACCORDANCE WITH THIS PLAN IN TERMS OF SPECIES, SIZE, QUANTITIES AND I- 1 \\ N. x LOCATIONS RELATIVE TO INDIVIDUAL LOTS. STREET TREES SHALL BE LOCATED WITHIN 6' OF THE PUBLIC RIGHT OF WAY. ALL TREES SHALL BE SPACED IN ACCORDANCE WITH THE TREE PLANTING STANDARDS IN Cn 1 i Il \I SECTION 2 OF THE TIGARD URBAN FORESTRY MANUAL. COORDINATE WITH THE PROJECT ARBORIST IF 1 11 / /71 y SPECIES SUBSTITUTIONS ARE NECESSARY IN ORDER TO AVOID AN URBAN FORESTRY PLAN MODIFICATION a ___ ___ i x Z I Q I X NOTES: V ❑ 1 LOT 2 I LOT 3 1. PRIOR TO STREET TREE PLANTING, LANDSCAPE CONTRACTOR SHALL EXCAVATE TO A W DEPTH OF 36-INCHES AND BACKFILL WITH AMENDED TOPSOIL. TOPSOIL AMENDMENTS UJ ❑ '� SHALL BE DETERMINED BY THE LANDSCAPE CONTRACTOR. Ce - - t - - 2. IRRIGATION TO BE DESIGN/BUILD BY THE LANDSCAPE CONTRACTOR. l' / \ / \ \ 1 / \ /--- \ I // 1 \ 3. NEW TREES THAT ARE PLANTED TO MEET THE EFFECTIVE CANOPY REQUIREMENTS TAX LOT 4500 / \ I I SHALL CONFORM TO THE APPLICABLE STANDARDS IN THE TIGARD URBAN FORESTRY / \ 11 I 11 / x TAX LOT 4800 MANUAL. THEY SHALL BE PLANTED IN ACCORDANCE WITH THE AMERICAN NATIONAL / - - - - / \ / STANDARDS INSTITUTE (ANSI) STANDARDS FOR TREE PLANTING (A300, PART 6) AND N / N / X ADDITIONAL STANDARDS ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD. I I - - - - - NURSERY STOCK SHALL MEET THE REQUIREMENTS OF THE AMERICAN ASSOCIATION OF Erl ? ? 1 / I NURSERYMEN FOR NURSERY STOCK (ANSI Z60.1) FOR GRADE NO.1 OR BETTER. DOUBLE \ / I I I STAKE TREES IF NEEDED FOR STABILITY DURING THE ESTABLISHMENT PERIOD. Z m o v) \\ // 1 TAX LOT 4700 x 4. ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S a- v) N / SPECIFICATIONS WHEN A STREET TREE IS PLANTED WITHIN 5'OF ANY HARD SURFACE, v w z a a I' / PAVING, OR UTILITY BOX. — — w cn cn x ` } z o 0 I1 \ w w w I R ��`\S x / of o� ARBORIST STATEMENT: p / / / T LOT1 �� -\ AS- BUILT l� o. . - oo I 1 Q Q�,\GP I, MORGAN HOLEN, ATTEST THAT THIS TREE CANOPY SITE o ^o ° I I O PQ PLOFAN MEETS THE CITY OFETIGARD RURBANS IN SECTION 10,FORESTRY MANUAL.RT 2, 7/26/202 1 Z O - N NOTE m ° ai - - - SIGNATURE AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, co P FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL 7 INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE N D // . 1 \I I MORGAN HOLEN IN DESIGN AND/OR CONSTRUCTION. 0 co _ ISA BOARD CERTIFIED MASTER ARBORIST PN-6145B —/— 1\ I ISA TREE RISK ASSESSMENT QUALIFIED 0H 0 o /� \\ /// // �\ I \ / \ DATE: C �0N� a I I a I I �� rn act .. UIN D O.-..-�o .......... ........ .. ............. SD ) r------ --- --- --- --- --- --- /SD SD / SD-,_ SD SDI SD SD I < <—� �`Q 1- 3 a / \\ w w I -'•---..gill-j u)co trq co LI -4-in 20' 0 10' 20' 40' o o ALE 1" 20' _o SCALE: PROFFs 3 r -X- - Y. - Y. X OH — OH - -OH u - OH H OH v'OH — —0 �H — — — O�Nc i NEeR is/� I I' 1 Sr—„y 54665 of `� DocuSigned by: p `. o TAX LOT 5900 TAX LOT 5800 I I TAX LOT 5700 TAX LOT 5600 ON N .9,36474C69 EA244 ,- j 1 1 1 - 11,sc 4 1 /c�ANIE� -� op EXPIRES: 12/31/2021 j SHEET 05r. OF 7 15 0 N O a d/]‘t. *60 I- W a GWC Z 0 Z 0 c`i o O 20' 0 10' 20' 40' I— 1— ( W I ••• W H re SCALE: 1" = 20' I— O O ~ 0 0 TAX LOT 12500 1 TAX LOT 4000 TAX LOT 3900 TAX LOT 13000 TAX LOT 12900 TAX LOT 10100 Q O. X re I SETBACKS: co M X I 171.92' S88' 17' 487E LC) Q ~ 86.9' 85.0' FRONT: 20' ti I— SIDE: 5' CO FLAG LOT SIDE: 10' I REAR: 15' STREET SIDE: 10' I GARAGE 20' MIN. LOT SIZE: 7,500 SF MAX SITE COVERAGE: NA MIN LANDSCAPED AREA: NA I -vh 7 MAX BLDG. HEIGHT: 30' ~ 1 } J zo 1 1 10 (o's cb o ,3 CL I AS- BUILT 30.0' PRIVATE Q LOT 2 UTILITY I& ACCESS LOT 3 Z 10,858 SF EASEMENT 10,650 SF 7/26/2021 NOTE AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, UJ lo FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL TAX LOT 4600 3 I INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE Ce TAX LOT 4500 h IN DESIGN AND/OR CONSTRUCTION. -V — — 71.9' — — 70.0' TAX LOT 4800 TAX LOT 4900 11 70.00' N88' 18' 53'W Zs In I I N I TAX LOT 4700 ? ? I I o N a a 0 0 cj OC` z 4 a_ a_ 0 Lb LOT' �� �� ( Zoo 7,624 SF o — . P GP I o 0� PQ �\ w w w I o I 0 o W`' 000 o ^ or'r) i—w C) d I I ci;Z CD — CV H I co I • CV I i 71.9' 15.0' 15.0' I co — ai— — — — I — - - - - S oLJ NN— — i 101.92' N88' 18' 53'W _ - - — — — - - - - — — o co co N CD O N N N L�ja)0)co a) V o SWALFRED STREET o o _ co ��� - o — — — — — — — — — —�— — — — — — — — — — — — — — — — — — — Y���� o Lo zoo a� Q W J X 3 0 Q LLI-� 3 a w ~ �COa in r trq 't cc TAX LOT 5600 O TAX LOT 5700 TAX LOT 5900 TAX LOT 5800 T 0 J 'ge PRO AG i NEes�/� Co 54665 M o 01 DocuSigned by: o0 I r cNi PRELIMINARY PLAT cl.:� 4Y411�D �`3cn SCALE: 1" = 20' /c�ANI E` ,JP EXPIRES: 12/31/2021 j a, SHEET 3 06co co OF 7 . 15 O I O a LEGEND 20' 0 10' 20' 40'i-#1 M - CENTERLINE OF ROW TAX LOT 3900 TAX LOT 13000 M M M PROPERTY LINE TAX LOT 4000 I SCALE: 1" = 20' - - - - too - - - - EXISTING 1' CONTOUR W Q 1 -- - - - - __ - _ 105 EXISTING 5' CONTOUR Z Z - - i� ❑ A _ �--�_- - o�=_____ - - - - -� _ - - 200 PROPOSED 1' CONTOUR I O N O O \\ \ - ' \\ \ \\\ \\ i /� 205 PROPOSED 5' CONTOUR 0 W • \ \ - \ \ \ 1 X ( 0 G EXISTING TREE W re \ reO \ \ IW N w Q O • N \ T. I \ T \ I x \ ■ ■ PROPOSED SEDIMENT FENCE U. a J I \J �o� \ \ \\ \ \ I \ ��������� BIOFILTER BAG SEDIMENT BARRIER < CI- QX re r \ • \ \ \ \ \ \ \ I x AT CATCH BASINS O Q Q to oP • I \ II I 1 .�-� DIRECTION OF STORMWATER FLOW M X I\ I , 1 >e 1 \ 1 II \1 I Weir HQ j I I I \ I 1 1 ' � •j ROCK CONSTRUCTION ENTRANCE Co / I I II II \\ 11 x \\ // I i I II II 11 \\ X\ RECOMMENDED CONSTRUCTION SEQUENCE FOR E.C. / I I\ \\ \ \ \ 1. PRE-CONSTRUCTION MEETING. // LOT 2 i I \\ \\ LOT 3 \I \ / PR. SEDIMENT FENCE I \ \ \ \ x \\ 2. FLAG OR FENCE CLEARING LIMITS. Z PER CWS DET #875 / - II �\ 2' \ \ \ 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF EROSION O / / ( h \ \ \ SEDIMENT CONTROL SUPERVISOR. - Z I �1 I i \ \ \ x (n I 1� I / \ \ \ 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. O Q TAX LOT 4500 I \I I/ I \\ \\ \ TAX LOT 4900 J - / / - I \ \ \ x N TAX LOT 4800 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). LL a / I I II \ \ 11 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). W J I \ 1 ~' 1 \\ 7. CONSTRUCT SURFACE WATER CONTROLS INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC. oli " I I I y 1 \ \ SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. g I \ \ I TAX LOT 4700 x 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH LOCAL JURISDICTIONS AND Z I- -� I I o \ Z • \ \ ,�'.��.'�'.���'�'.��:�, � MANUFACTURER'S RECOMMENDATIONS. \ Lic94,,.�ir�01W.,� - 1 Io I \ 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES O ���`��� •�0 2.� \I ±I I I x \ SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ��/ V " \ 1i�,����i�,���`�i�,��i�i�� ii�� I I ACCORDANCE WITH CLEAN WATER SERVICES EROSION AND SEDIMENT CONTROL STANDARDS. IX \ 1"Alai** "��* 's.h1 I \ \ x 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON III �.■ 11 1iiii 1 \\ -v. \ OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC \ I \ �� oFXo� SHEETING OR EQUIVALENT. II \ LOT 1 1i - 1 I P c _ ALL CONTSTRUCTION VEHICLE PARKING Q X\ P / MUST BE PROVIDED ON SITE. NO 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. I 20'x40' GRAVEL II I 1 \4o'< Fs \ 1 I CONSTRUCTION PARKING I I I I \ I PARKING ON ADJOINING STREETS. 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. p. I I AREA I : 1I 4 :.:.:.4 PR. CONSCTRUCTION ENTRANCE \ I I s86\ ' I on I PER CWS DET #855 \ I 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST I I \�� � ? ? �d \ \ I MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. N : iE i 1 co +- ' '=' \ N \\ 1 STANDARD NOTES FOR SEDIMENT FENCE o li s " '-\ -\----'v .."'"'"\ :,-.\ ,rg \i, .-., 031 i N \ I- w dc,, \ v, : I \l \ 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE v) c) o CC CC co N \� �, \\ \ I '�I \ 11G _ / \ BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED zo w z a a 0E ---- \ \ I TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY w z z I \ ey1. \ __\ I \ FASTENED TO THE POST, OR OVERLAP 2" X 2" POSTS. j z N N PR. INLET PROTECTION t \ \ / \ \ \ z o 0 PER CWS DET #915 I w - - -, \ \ FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FEN z - , \ ��' ®.. ..: • \• PR. INLET PROTECTION \ I 1 SPACED A MAXIMUM OF 6' APART AND DRIVEN SECURELY INTO THE GROUND A �i��� I PER CWS DET 915 \\ POSTS SHALL BE 'r L \ ❑ .__ Z- # \ a -- ,❑ ❑ \ \ \ MINIMUM OF 24 . 7WO'2*3 to / I N - 4 0.-:: - 4;-- e7 -- -of SD -:: SD \ - �, o 0 0 to ,� , - ^ \M ,� k,- - -,%__= � ,:�- _ ,.- - - , ,`) - - - - � j \ _ --- -=--- - sD (_ 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6". ALL EXCAVATED MATERIAL FROM Q N �, �, �/ ;' r r� -- - -- - -- - / -{ - - / r - - f- / FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND COMPACTED ALONG THE ENTIRE o ^o / / 9+50 / // / 10+00 {i/ / 10+50' = / 11 07 / / 11+50 / 71, /1z+oo / 1z 50 / 13 DISTURBED AREA. �" 7 r / i / ( / / / ��i /! 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURE STITCHED LOOPS FORai I o I ( i I \ \ \ o �' \ 2"X2" POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL OF THE SLOPED N I I T 4 x \ � \ i AREA. J ;2 \\ \ �\ j�� `� \ �� \ \ 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE BUT / i \ \ I s �86 \ \ j - NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. • 0 0 - - t / - - -X X� OH - OH \\ I OH ix - H OH -�i OH -\-0 -OH -� - - - - - - w o I 1 I / 1 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH 1-c I IC K I RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE 0 rn E 1 1 \ 1 MADE IMMEDIATELY. w°' ° k TAX LOT 5700TAX LOT 5600 1 Tnv inT �nnn I TAX LOT 5800 I I p J O, c GRADING AND EROSION CONTROL PLAN JIN YLu� z pro a 1" = 20' -zu),La E c) EARTHWORK SUMMARY J 3 IQijwQ v PERMIT w 1- I � I / VOLUME IN CY AREA u)BOUNDARY m II I I i L1 " / i // CUT 105 H/2 BUT 2 FT. MINIMUM Mr Z 1 I i / FILL 50 AND 10 FT. MAXIMUM I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11 I I I 1 // NET (CUT) 55 (CUT) PROPERTYLINE H/2 BUT 2 FT. MINIMUM W a I I I ' NOTE: STRIPPINGS AND TRENCH SPOILS ARE NOT INCLUDED IN THIS AND NEED NOT EXCEED o T 0 38S ' I \385.69 / i _ - - - - - _ - - - - - - _ - - - - - - - - - - CALCULTATION, CONTRACTOR SHALL INDEPENDENTLY VERIFY VOLUMES. 20 FT. PRO 1 I I I \ I .5 0 : _ _I- - - CUT OR FILL �� LNG I NEe "Ocn 2.17 54665 I / - r 1 0% 1 217 e SLOPE I� i o -387 b\ r 0 1 -� o' NATURAL OR FINISH DocuSigned by: Mp 385.98 • 385.90 i ¢ 385.93 386.03_ - -- 386.13 386.23 I¢ 386.50 386.71 386.92 387.12 387.26 AS- BUILT TOE OF o SLOPE GRADE 2WM - �- - -� oIW-TL11+0 � M �- - / 1°IoON N I .\ 1.0°Io 1 L10+50 - - 1 I ��.Z e a f ,o e H WHEN REQUIRED RED AIN, j �� �� 1 474C69E 44 % \ , �‘ ; / 388 386.33 1 �6j A Y 11 20 P I _386.28 : / 4.1� 1" "' / �; _1,� N �' c�ANIE��� \ I 7/26/202 EXPIRES ,2 3, 2021 c, - \ /.. : .:.1-13.5' TRANSITION- NOTE NATURAL OR SHEET 3 \ � // : I , / AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, FINISH GRADE ,�, 86'� _ - - - I I ___ ,/ FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL 0 7 DRIVEWAY DETAIL GRADING - PLAN ININF ESIGNON AND/ORON SHALL BE CONSTRUC11ON.ELD VERIFIED PRIOR TO USE OF 1" = 10' SETBACK LIMITATIONS 15 N.T.S. N a ' I CONSTRUCTION NOTES: I I I- 20' 0 10' 20' 40' ❑ INSTALL 1" WATER SUPPLY TO 1" WATER METER PER TVWD DET. #603. ROW LLI Q ri--10 . . I O H-20 RATED METER BOXES REQUIRED. R.O.W. LLI 0 �•�•� � LOT 2 1 LOT 3 1 _ � Z � Z PR. 52.0' R.O.W. SCALE: 1" = 20' ❑ 2 O INSTALL 3/4 PRIVATE WATER SUPPLY (PER OSPC) TO LOTS 2 & 3 1 1- 0 CV Q O 1- 27.0 R.O.W. (2.0' DEDICATION) -1- EX. 25' R.O.W. -I r (� OSTA 11+31.13', 6.00' LT, BEGIN 3:1 TAPER. 0.5' 5.0' 5.5' 10.0' PVM'T~I 6.0'1 EX. 13.0'+ PVM'T 0 - reqvC° W I _G SIDEWALK PLANTER I MI I- Ce Ce Cl) ~ O TAX LOT 4600 \\ TAX LOT 4500 / 4 STA 11+01.92', 16.00' LT, END 3:1 TAPER, START TYPICAL SECTION 'I I I LL Q r 0 E I O WITH CURB, GUTTER & SIDEWALK. I QI I a J - - - - - f N I EX. SLOPE EX. SLOPE a �y VARIES OO STA SIDEWALK. OTTART 80.0TL.FNOFD TTAPERLTO EXIOSITINGTH EDGEROF PAVEMENT. PR.2.00% I 2�O7r3.5%.± 1 2.O�R35%t O Q Q 30.0' ACCESS & UTILITY ESM'T x LENGTH OF TAPER L=(WxS2)/60 = (7.6'x252)/60 = 80.0 L.F. OF TAPER. �� ^`� - -��== - -- (D SIDEWALK PER I '%%'<� ', �� I cn © STA 9+20.10', 11.48' LT, END 80.0 L.F. IF TAPER, MATCH EX. TIGARD DET. #120 1.0 TAX LOT 4700 x CURB AND GUTTER PER 8" LEVEL 3, 1/2" DENSE GRADED HMAC (92% MAMD) I TIGARD DET. #126 5" OF 3/4"-0" LEVELING COURSE (95% T-180) x O STA 9+78.25, 20.00 LT, SAWCUT AND REMOVE EX. DRIVEWAY, REPLACE 12" OF 1-1/2"-0" BASE ROCK (95% T-180) CD C I & REPAIR, COORDINATE WITH DEVELOPER PRIOR TO NEIGHBOR IMPACT. COMPACTED SUBGRADE x TO 95% OF T-180 ® STA 10+43.85', 18.50' LT, INSTALL NEW LIGHT POLE PER LIGHTING PLAN SW ALFRED STREET - TYPICAL SECTION E I \S x STA 10+86.91', 16.00' LT, (CENTERLINE) INSTALL 12' WIDE COMMERCIAL °a I;I_; ; �� i O DRIVEWAY PER TIGARD DET. #143. N.T.S. LOT 1 I o \off o� Z E - I Q P� GP 1 O GRIND & INLAY PER CITY OF TIGARD SPECIFICATIONS. Q I I I TOP OF CURB ELEV ° I I 11 ABANDON EX. SANITARY LATERAL AT THE MAIN PROP. LINE CENTERLINE ELEV + 0.26' PROP. LINE W & EASEMENT & EASEMENT CL INTERSECTION LIDA-B LIDA-C� I r 10+86.89 SW ALFRED ST = 12 FUTURE LIDA PLANTER FOR LOT 1, TO BE BUILT AT THE TIME OF I 30.0' SHARED ACCESS & UTILITY EASMSENT O W NEAREST HYDRANT LOCATED 286' WEST AT THE ❑ 10+00.00, DRIVEWAY I n I HOME CONSTRUCTION 1 I 1 CORNER OF SW 69TH AVE AND ALFRED ST. 9.0 12 PVM'T 9.0 --ICO 0 Alli _ ,2 I CURB AND GUTTER PER 1.0' BENCH I I I •• I ` I TIGARD DET. #126 -6.0' 6.0'- Q ® m I L1 : I I 2. w O J 1 M PR. SLOPE 1 PR. SLOPE M�"• 1 3 3� 1... Ce LL 8.00 ' P.U.E. 0.5 LIDA-A / \ 1 �1��y. 2 Mqk Z 0 i -\ U. COMPACTED SUBGRADE o o i - a 1 :.,� \ 3 LE DENSE GRADED A ,.;;•._R`••..•-1� ( t \ TO 95% OF T-180 2" OF 3 4"-0" LEVELING COURSE ......... .. SD �:5.5 0 1 " �... 0 ��� •. .................. � .c. ::-:::7::/:_� ::::�:::::�. ■ : ® ■ T 180SDSD ■ © ❑ \ 174 l' OF 3034 PVC - - - I • ) .' _- _ 0486 SD . ®J SD _ - -SDtcmt 16.0' _ _ _�_j_ __ _ -- - 0 -- / SHARED DRIVEWAY (ONSITE) - TYPICAL SECTION Cl) 0 9+00 9+50 6.0 10+00 0 6.0 A 10+50 6.0 A, 11+00�� 11+50 _ `S 12+00=SS SS 12+50 SS SS -13+00 N.T.S. COS - ' S5 - -� ss�EX-SS� 3S - �- - -y*� - v_, - - t - - - Vr . . . . . . . . . . . . . . . . . . . Aer (SSMH-A19 � � � � G SAWCUG - Adel" s�®airdr, .�� , A'WCUT G G G G G G G G G SW ALFRED ST co r . W W W @ft -.��: rr. •. n �� i ssi •I�C��m s -tom1 20 1 , OH W/ W W W SW ALFRED ST & STORM LINE SD-01 - PLAN GENERAL NOTES F SCALE: 1" = 20' A. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION & DEPTH OF N 400 400 / EXISTING UTILITIES PRIOR TO CONSTRUCTION. oz o PVI STA = 10+30 AS- BUILT B. BACKFILL NOTE: UNLESS NOTED OTHERWISE, PIPES UNDER PAVED PVI ELEV = 383.97 I SURFACE REQUIRE GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT, AD = -4.38% NATIVE BACKFILL IS PERMITTED. cL 396 _ 200.00' VC 396 7 26 202I C. LATERAL NOTES: UNLESS NOTED OTHERWISE, ALL LATERALS ARE TO BE 4" M NS TO MAIN a; ( 204 L.F. OF CLASS "B" BACKFILL a, ) NOTE SEWER LINE TONBE MADEIMUM OWITH MANUFACTUREDPE OF 2%. LATERAL TEES. SEEE CWS DETAIL o cD co EX. & DESIGN GRADE 520. ¢ (0 ± o @ CL OF R.O.W. AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 392 EX 12" PVC ii I 392 FIELD SURVEY, AND HELD INSPECTOR GATHERED DATA. ALL D. ALL 2" x 4" STORM SERVICE CONNECTION MARKERS TO BE COLOR CODED INFORMATION HEREON SHALL BE HELD VERIFIED PRIOR TO USE WHITE. o (TO REMAIN) w J IN DESIGN AND/OR CONSTRUCTION. Z w 3.72% S EX 12" PVC __ n 388 0 0 (TO BE REMOVED) - _ - 388 rn _ _ -II II " 0 pNC - - • CD W 310 °F � �-�0152 - STORM SEWER LATERAL TABLE w CO s _ - 384 384 �,o N N - I.E. I.E. COVER ° N o r - LOT STA @ SIZE & w o 0 LEN @ ASB @ ASB SL ASB @ ASB z c NUM. M.L. MATERIAL 0 Q o I o) M.L. PLUG PLUG o w o 380 _ 0 _� - 380 1 10+37 6" C900 PVC 21.3' 378.07 378.07 378.68 378.68 0.0285 0.0285 4.5' 4.5' li=n1 I o i 2 Z ' / 167 0 OF 12 C 90 335 ' " DI WATE LIDA-A 10+47 6" C900 PVC 4.5' 378.28 378.17 378.77 378.86 0.1070 0.1365 3.5' N/A m o. 0 j ' _ s 0-34-o.0 EX� QwJX 3 i i _ _- - '_ LIDA-B 10+77 6" C900 PVC 31.5' 379.47 379.16 379.78 379.64 0.0100 0.0150 4.3' N/A ``Q < 3 376 - ' % ' 376 m w 10% imm / _ 2 LIDA-B 6" C900 PVC 62.2' 384.70 384.84 385.35 386.83 0.0105 0.0386 1.1' 0.2' if) N a / / / i i 3 LIDA-C 6" C900 PVC 62.4' 384.70 384.64 385.35 385.06 0.0104 0.0810 1.8' 3.7MI/ / i Q 372 / / / / / / / 372 LIDA-C 10+97 6" C900 PVC 31.9' 379.84 379.84 380.30 380.29 0.0144 0.0139 3.8' N/A i / / / / o ', / / ~ . / CONC. PIPE, •47- = N N ; I-i _ o ro• 392. ' OF Ems" - o ^ ^ o o `r' 368 i Qom' - �^ Q � ¢ 368 \� D PROFs�o N M SANITARY SEWER LATERAL TABLE Fs / / / w N - = N o N ^ N o LO N o0 o I.E. I.E. COVER uS 9n d by: J . • N LOT STA ® SIZE & G/ o J o J co o N. LEN (� ASB (� ASB SL ASB ® ASB • - = Q_ ,� W J o ,� J J NUM. M.L. MATERIAL M.L. PLUG PLUG o 364 w -- �_ N w^ w w �-'� 364 ��j41ic�'' 4 `'' _ o w " r ¢¢ = o ¢ ^ o= z 6 Ld „ z m c) Ni. z = ('= d Z = 1 10+20 4 3034 PVC 35.9 368.99 368.99 372.58 378.11 0.1000 0.2538 9.8 5.2' C' �Q' Q ELL, N. s r.r, OP- o 01- O ¢Z Lq , o �ANIE\� I ¢ w ii _ V) o II o o 'I H o o ^ II _g rn ii � 2 10+85 4" 3034 PVC 146.9' 372.06 372.06 376.00 384.27 0.0268 0.0563 10.9' 2.7' EXPIRES: 12/31/2021 -_,2.-,:- . �� + � cV cV E � ± �CV N �c ± �CV CV �� ± m CV CV ! X ± �a a Cr)CL rn fY N w CN N a ' ( ( N a_ W " ( N w o0 0o 3 10+90 4" 3034 PVC 146.8' 372.30 372.30 376.00 386.62 0.0252 0.0723 11.1' 2.5' SHEET o N 9+00 9+25 9+50 9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 09 SW ALFRED ST & STORM LINE SD-01 - PROFILE OF SCALE: H: 1" = 20' V: 1" = 5' 15 N O a I I TC 1 VL 386.58 I I I 20' 0 10' 20' 40' 10+84.34, 5.92 LTrio---- I TGM = 384.60 \ \ DRIVEWAY 10+85.62, 12.00 RT I . - 1- I I I FL = 386.071 DRIVEWAY I W a I TC = 386.58 I ' I • ,• •• „ " i•i••• SCALE: 1" = 20' W •.0•0••- •• •• •• •• TGM = 384.60 ••: •••••. 10+84.36 5.92 RT K..•.•h••.••! I Z .. ..,.., .; I DRIVEWAY ..a.!,:!..!.•!::! I I Q N p 0 11 fAN yWWWWWW II FL = 386.07 W '4' 4' I \\ r c//�) I WI I * LEGEND I- re WWW I WI AS- BUILT occeo, i- 0 LOT 1 , 4, 4, W 4, 4, W W 4, 4' I W 4, 4, I I : : : : I - CENTERLINE OF ROW U. I. 0 * * 4, I I � 4, 4, 4, 4, 4, 0.PROPERTY LINE a X - - - - 100 - - - - EXISTING 1' CONTOUR 0 I I I TGM = 384.60 . � W � I 1 II I I I I W 4, 4, J _ NOTE 105 EXISTING 5' CONTOUR J y W W W I I W W W AS BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 200 PROPOSED 1' CONTOUR = W W W FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL LC) M X Iy W W W I I W '' Iv FIELDINFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 205 PROPOSED 5' CONTOUR r LIDA FACILITY LATERAL TABLEI W W W I W W W IN DESIGN AND/OR CONSTRUCTION. ti 4, 4, 4, W I TC TOP OF CURB LE. I.E. COVER 4, W W W \ 1v \ FL GUTTER FLOW LINE LIDA SM SIZE & LEN 0 ASB 0 ASB SL ASB 0 ASB 4' W 4 W 4 W � I 4, 14' 4, I 4, W 10+66.46, 12.00 RT I TS TOP OF SIDEWALK FCT'Y M.L. MATERIAL I I M.L. PLUG PLUG * * 4' * DRIVEWAYITC = 386.39 TCD TOP OF CHECK DAM LIDA-A 10+47 6" C900 PVC 4.5' 378.28 378.17 378.77 378.86 0.1070 0.1365 3.5' N/A 10+61.29, 12.00 LT yWW W WWW W W W W TGM = 384.60 I TGM TOP OF GROWING MEDIUM I I CO LIDA-B 10+77 6" C900 PVC 31.5' 379.47 379.16 379.78 379.64 0.0100 0.0150 4.3' N/A DRIVEWAY I I TC = 386.341 4, 4, W W I I I J O � LIDA-C 10+97 6" C900 PVC 31.9' 379.84 379.84 380.30 380.29 0.0144 0.0139 3.8' N/A ,\ TGM = 384.60 4, 4' 4, �' 4, 4' W 1 V � I W �' � �' � �' 7 I\ WWW W W W LOT 3 PRIVATE I CONSTRUCTION NOTES: Q \� N 4, 4, WQ PLANTER I W�s 4, 4, 4 237 S.F. I O\ N 4' W 4' 4, W LIDA-C I 0 CONSTRUCT MODIFIED CG-30 INLET PER CWS STD DWG #403. 0 \ I 4' I\\ \ \ TGM = 384.60 W W WWWIIO CONSTRUCT NYLOPLAST INLET STRUCTURE PER CWS STD DWG #407. LL\ 4. 4, 4' N 1 4, 4' ' \ W��\ \ W W W W 1N W W W \\ CI CONSTRUCT OVERFLOW STRUCTURE WITH BEEHIVE GRATE PER CWS STD DWG #405. \ ICI \ LWQ PLANTERS \ I W * 1 1 \ O CONSTRUCT THICKENED CURB AND GUTTER PER DETAIL THIS SHEET. Q \ 237 S.F. + I '' \ 4' \ \ D - � I �\ J 1 \\ CI CONSTRUCT STANDARD CURB & GUTTER PER TIGARD DETAIL #126. a \ G' 4, * \4. 4, . I I Q 1 11 \ \ \ 4, 4, \* A W \* \ 6 CONSTRUCT CHECK DAM PER CWS STD DWG #406. \ 10+45.39, 10.00' LT 4. W \ W W �1► 10+45.41, 10.00' RT \ O \ CDS DRIVEWAY W W ��� w DRIVEWAY O \ 0 _ \ \ RIM - 385.45 \ \ I RIM - 385.45 O CONSTRUCT STREET SIDE LIDA WITHOUT STREET PARKING PER CSW STD DWG #795.1. \\ � . 4, 4, \\ 10+39.19, 5.92 LTA � W � W \ \ \ flt CP 10+37.50, 12.00 LT \ DRIVEWAY O W \ ® CONSTRUCT CURB INLET PER CWS STD DWG 401. \ DRIVEWAY !..�••.••.•�-' s FL = 385.63 _4 •••,;.•.•� • .� \ \ .�•.b 1. b 1. 1. 1.'sl \ TGM = 384.60 •�1s«•�'•�'= 10+39.19, 5.92 RT $ .!:!:.!i.! \ \ .! !:.!:.! - � DRIVEWAY / :'•lir' ! 10+37.02, 12.00 RT 1 PLANTING RATES . :.. . -1 DRIVEWAY FL -1 ?? 1385.63 I 1 PLANTING PLANTING DENSITY NUMBER OF NUMBER OF� 110+37.50, 6.00 LT A TC 386.24 I o 0 10+36.99, 6.00 RT TGM = 384.60 FACILITY ID PLANT TYPE AREA (SF) (PER 100 SF) PLANTS SPECIES o �, ;DRIVEWAY ___ z m zQ zQ -TC 386.14 I DRIVEWAY \ F F TGM = 384.60 TC - 386.24 \ TREATMENT AREA \ I TGM = 384.60 (I) � (; CCCC \ \ I \ \ LIDA-A HERBS 100 X 115 = 115 2 z w z a a \ o o fx \ \ / \\6? \ LIDA-B HERBS 237 X 115 = 273 2 (n w z z \\ \\ I ��\ Z CD CD \ \ LIDA-C HERBS 237 X 115 = 273 2 w \ I \ \ TOTALS 660 CC CC \ \ ® - - - - - - - - \ - IN / PUBLIC . - • \ PLANTING SCHEDULE 0 10+45.37, 22.00 LT . \ N 10+58.46, 22.00 LT WQ PLANTER 10+71.42, 22.00 LT N . .\ . . . \ \ / �'' o 0 0 •- . • SW ALFRED STREET SW ALFRED STREET 100 SQ FT SW ALFRED STREET : N . • • o \\ - / - o N .. . • . TC = 384.16 \ . TC = 384.84 - 'LIDA-A> • TC = 385.47 • \ • • - `- . . \ • : MIN. MIN. SPACING TS = 383.83 \ TS = 384.51 TS = 385.14 N. N COMMMON SCIENTIFIC PLANT WATER LIGHT ROOTING PLANTING ON SPACING • . SYMBOL NAME NAME CATEGORY REQUIREMENT REQUIREMENT SIZE HEIGHT CENTER FORMAT TOTAL z o �" 10+47.32, 19.00' LT i �'� '• " '''' • \ I I\ y W ,4 m•, TREATMENT AREA TCD = 384.20 W W W W W W W W W \ 4 SW ALFRED STREET W W . . . 6" 12" �QI►� �. N 4 DENSE SEDGE Carex densa HERB MOIST SUN 1 2 GAL. RIM = 383.55 y ��_ W \ 1 y y ai 1 O.C. 330 �11►t *I W N � TGM W 383.50W 4' -- . I N TGM = 382.75� W W W 0 ` \ I SLOUGH SEDGE Carex obnu to HERB MOIST SUN 1 2 GAL. " o P 6 12 1 O.C. 330 CI) o \ w .i. .i. y: w w �v �v w \ ,� W co I III IIIII IIII - ` w 00 _ - _ ` - ' - - - - _ - _ _ I I HERB SUBTOTAL 660 =o - - -_-:=...-__. 10+45.37, 16.00 LT " - - - _ - _ - - - - - - - _ _ I �NN� E - 3D - - - 3/ - - =SW ALFRED STREET - - 10+70.92, 16.00 LT - - - - 1 BEGIN THICKENED CURB - TREATMENT AREA TOTAL 660 Q Q z I I in C - - - 10+57.32, 16.00' LT 10+69.77, 16.00' LT - -LTSW ALFRED STREET � -S� Sri-- SD' -� o CO a) rn I - - TC = 383.72 © - - BEGIN THICKENED CURB- - - - =� = S� SI • SW ALFRED STREET - - SW ALFRED STREET - - - FL = 383.22 _ - - - - _ _ TC 385.00 ) J o o i i � - - - -) / - FL = 384.50 i I 18 6"- R " �z�� o ,., - - - 10+58.46, 16.00 LT- - - - I coo,.... _ - - - - - - - - - BATTER6:1 W 3 - - ^) - ^� -SW ALFRED STREET ^� 1 Q w J •X 3 vc R l" W H W 3 0 - - - - - - - - � - - - - - - - - - - - - - - CHECK DAM - - - - - - - - - - - - - - - - - - _ TC 384.40- �,m / ]j / cn `� / SWAL RED ST' ET / BATTER6:1 o / ' _ p o / / // CV �l ° d. Q d o / TA 0 61, -� i _ _ S =10+50 / SS _ SS _ SS _ SS SS _/ _SS _ SS SS 11+00 _ SS SS SS / S`. ° , • �_ ,� PR�/�S,P /_ /_ / _ _ _ _ - • I G GINS I • r l • -J EN fR 3 / / 0",� i42' EFER TO CITY OF TIGARD 54665 / / �� / 24" CURB&GUTTER rs. / / / / ^ STANDARD DETAIL NO 126 DocuSigned by. N o / / / CONSTRUCTION NOTES FOR SPECIFICATIONS ��J/ �a7acso�®za �c.� N I I '\ 1. CURB EXPOSURE IS 6". CO 11,2 �Q` m ANIE� I \ \ 2. CONSTRUCT CONTRACTION JOINTS AT 15'MAXIMUM SPACING AND AT ENDS OF EACH EXPIRES: 2/3 /2021 i I ) \ \ INLET AND RAMP. , I 7 \ \ \ 3. TOPS OF CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2%NORMAL. SHEET , I, / N 4. GUTTER PAN SHALL MATCH CROSS SLOPE OF STANDARD CURB AND GUTTER. N \ 5. PLACE 4-INCHES OF AGGREGATE BASE UNDER CURB UNLESS OTHERWISE SPECIFIED. . / 1 \ 6, 6, c r r; ,n , 1 0 PUBLIC & PRIVATE WATER QUALITY PLANTERS - PLAN PUBLIC WATER QUALITY PLANTERS - THICKENED CURB of 15 SCALE: 1" = 5' SCALE: N.T.S. N a PUBLIC STREET LIGHTING OPTION "A" NOTES: W Q 1. LIGHT POLE SHALL BE 30-FOOT DIRECT BURIED, 25-FOOT MOUNTING HEIGHT, r CITY OF TIGARD LIGHT POLE LOCATION TABLE \ NUMERIC SUMMARY 13 Ce Z N O TWO-PIECE BRONZE, FIBERGLASS LIGHT POLE. Q p 0 PGE APPROVED LIGHT POLES ARE: POLE NUMBER MF WATTS LUMENS ARM ARRANGEMENT STREET POLE TYPE PROJECT: ALFRED PARTITION ~ W SHAKESPEARE BHT3099S2BL9901 1 25 FT 29 3479 6 SINGLE ALFRED STREET FIBERGLASS W PGE APPROVED STUBS ARE: LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN Ce Q I- O SHAKESPEARE 25-STUB-UP U. a 0 Q 2. JUNCTION BOXES SHALL BE PGE APPROVED SPLICE BOXES. ALFRED STREET ILLUMINANCE FC 0.46 1 .00 0.10 4.60 < I Q X re PGE APPROVED JUNCTION BOXES ARE: CONEWBASIS FCA132418T-00043 M X I- QUAZITE A4213418A017 Q ARMORCAST A6001 946TAX1 8-PGE ti I- HIGHLINE CHA132418HE1 Cfl "ELECTRIC" OR "POWER" SHALL BE IN THE LID MARKING AREA. 3. LUMINAIRES SHALL BE PGE APPROVED 29 WATT LED, 240V, MAST-ARM MOUNTED, GRAY TAX LOT 3900 TAX LOT 13000 TAX LOT 12900 TAX LOT 12500 TAX LOT 4000 COBRAHEAD FLAT LENS FIXTURE WITH TWISTLOCK P.E. RECEPTACLE. I PGE APPROVED COBRAHEAD LUMINAIRES ARE: I _ - *#d+k 29W LEOTEK GCJ2-20H-MV-WW-2R-GY-460-PCR7-RWG-WL-FDC-PGE I. ❑ ❑ 6 ,I $ 4. THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED EXTENDED LIFE TWISTLOCK, 20' 0 10' 20' 40' Z FAIL-ON, ELECTRONIC, 105-300 VAC, 60 HZ, PER ANSI 136.10, BRONZE HOUSING, 1.5 LUMEN L x ::. - TURN-ON, RATED 1000W TUNGSTEN (1800 VA BALLAST) 1.5:1 TURN-OFF/TURN-ON RATIO, SOLID BRASS PLUG BLADES, CONFORMABLY COATED CDS CELL, 160 JOULE MOV, 2-4 SEC. I SCALE: 1" = 20' J TURN-OFF DELAY. CL PGE APPROVED PHOTOELECTRIC CONTROLS ARE: VI SELC 8483 x Z 0 5. THE WIRING FROM THE SPLICE BOX TO THE LUMINAIRE SHALL BE PGE APPROVED #10AWG, C N7600-VOLT, 3-CONDUCTOR, CLASS B STANDING TYPE TC WITH 45-MIL SUNLIGHT RESISTANT I >' PVC JACKET, SUITABLE FOR DIRECT BURIED APPLICATIONS. RATED 90°C DRY AND 75°C WET. I FOR 240-VOLT APPLICATIONS, THE PGE WIRING CONFIGURATION IS: BLACK AND RED (HOT) x J GREEN (GROUND) 6. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO P.G.E. SCHEDULE "95" OPTION ❑ I I "A" SPECIFICATIONS. ALL MATERIALS AND INSTALLATION SHALL BE APPROVED BY P.G.E. LOT Z LOT.3 LIGHT POLES AND STREET LIGHTS TO BE INSTALLED BY P.G.E. i \ ❑ LP = INSTALL LED COBAHEAD LUMINAIRE. FT v (X = POLE #). TAX LOT 4600 I TAX LOT 4500 ? ? I - - - - I! TAX LOT 4800 m 0 0 Z = I 0 (.„ 0- t!) U U CIS BUILT x � � � � � I IG z o = a_ a_ wu) u, 7 26 2021 I z o o / / TAX LOT 4700 x W z > > w w w NOTE ±� x AS-BUILT DRAWINGS INFORMA11ON IS BASED ON CONTRACTOR, FIELD SURVEY, AND HELD INSPECTOR GATHERED DATA. ALL I oN aINFORMA11ON HEREON SHALL BE FIELD VERIFIED PRIOR TO USE I �P�° ¢ o N N IN DESIGN AND/OR CONSTRUCTION. I 'R x o o LOT 1 G �QP��aF Z � � N ,i) i I L, I I ! ! O U Z o0 OU 1 I.`. I Q I I c LP I o e 1 J°0:O� .� ::: NiriI /. \ oo. 0 0* M < 0 o a� \ mo w i.LHL C),._,xli_:.. c 5,� u7 .. . . , ( L7 m //// ' :. :' '\ - .. . +0.2 +0. 1).3 17.4 1].5 +0.7 1).8 11.9 1 #1.0 U.8 1).7 1).5 1).4 .` 1).3 1).2 1).2 .1 .1 I Cp a �.3 1) _ 5_J7 6_t.7 t.9 1_.0 1..0 1..0 t.9 1).8 t.6 t.5 t.9 1) t.3 t 1).2 1_ / \ 9+00 9+50 10+00+p 3 +0.3 1) 4 1) . .a0 .1).; 1).' 9 8 7 . ..6 5 4 :.3 !.2 Y -- r.2 2 r - - - - - + - I - - -I 10+50 11+00 - 11+50 - 12+00 - i 1) 3 13.4 1)1. .1 .1). 1):' :: 1):: r 1:9 6.8 r 6_6 i.5 % :.2 r.z r � -i _r.3 .2 0 t0 PROP o +0. 1).3 1) t . 11.: 1). 1) t 7 r .r,7 .r.8 r 4.7 4.6 : . �v��P1\OP (1� J .A. .,!r6 . r,6 r r.6 i.5 r.3 6.3 1) #U c... oGINEe� <7 � 54665 MI .. t.2 1).2.1'l.' 17:3 *0.41)..4' 6.4 11.9 ;0.9 1).9 �0.9 1).4 �: = ' /r'3 r r �� DocuSigned by: o ni �_•.�- /21--- .� z 11::3 111. .3 ;0.3 +0.3 t.3 .3 �� r.3 1) .1) �n t .1(_ +0. .. OH 0 ={OHS -b OH i ®, 0H OH w'OH - -0 OH a ) sa74c.39ea 4s i cn 1 SW ALFRED STREET 1 1 I I I DANIE\-\- TAX LOT 5900 I TAX LOT 5800 I TAX LOT 5700 I TAX LOT 5600 I EXPIRES: 12/31/2021 I I I SHEET 11 `a OF Lco o 715 ! O CURB JOINT DRAINAGE BLOCKOUT SEE STD 3" I.D. SCHEDULE 40 DETAIL NO. 146 DWV OR PVC) EXISTING DRIVEWAY - 5' MIN. SEE NOTE 5 ROW 1 6 (ABS( MATCH WIDTH & GRADE fti 1" BATTER PIPE W/COUPLING I Z II-11 11-u-u-I I-J_I-JI re \\_ �- 2% ROAD 1„ I„ 1" R - 'ir=-'-'-'- - u-u= A 7 R/W LINE I O N Q 0 6 ° 'i1: SEE NOTE 3 Cr) ROAD •_�_.,iif'1�'f�ll'f-'(1' L. 1If=_l(1-((1=111�'' - ° ° o-,� a '�°=' 12„ 6" H r . . . • , -I 11_I 11I 11111_I 11_ 111_I 11_1 I -.' 1=�1 0 4W I-1 11-�11-1 I I=1 I I=1 I' �_�I I ir., ° ° ° 4 1/2" II r , SEE NOTE 4 W 2" OF 3/4"-0" BASEROCK < ° ° d' MAX. II Elul 5 MIN 2% SIDEWALK r/ W 0 ° o' °o 0 00 ° °e.n diT,II r O BASE COURSE�1 II.1111 JLI- a J Q /l COMPACTED SUBGRADE ° ° ° °� ° a ��-�� SEE a -11- 24" X re COMPACTED SUBGRADE LANDSCAPE SEE NOTE 2 �� NOTE 3 LANDSCAPE Q Q SIDEWALK ADJACENT TO CURB STRIP STRIP -� 0 . < 0 CO I M I- 10 PLANTER - - 5' MIN. ROW A Q STRIP 6 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 30' MAX 2% �- 3' 3' -fCo a:..:,- .-:.:..�.;;,..• •• ~•;�; :'::` 10' MIN ROAD •:='s1 '"'"''•'.",'Y"" 2. EXPANSION JOINTS: `1-n-f=l i(=lff_f lrf=i - 1„111=' EIIII�IIII� llll=lll=111i=1_ :�111111111- A. TO BE PROVIDED: PLAN III111 1) AT EACH POINT OF TANGENCY OF THE CURB. R/w gyp.- 2" OF 3/4"-0" 2) AT EACH COLD JOINT. 8" �R\`I� COMPACTED SUBGRADE BASEROCK 3) AT EACH SIDE OF INLET STRUCTURES. 3/4" PROJECTED TOP 4) AT EACH END OF DRIVEWAYS. OF CURB 2MAX Z 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. SIDEWALK AWAY FROM CURB NOTES: B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, STREET ° . . _ _ =111• °=11 �R/ 0 �� 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. ••- - < d . . • °-- + IIPI -- I,..III VF�gY Q 3. CONTRACTION JOINTS: °:°o o ° ; . -- 1I1 Ce 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. o 0 0 ° . . - .• : • -111III= °o°o° �0°0°0 4°'�`^_''. 80 a oae efil. 11 SEE NOTE NO. 4 M A. SPACING TO BE NOT MORE THAN 15 FEET. o00 0 0 0 ,1;111-III=III111-III-III=iii-1 A/ 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. "' 11=111=III=111=111=I1' LL IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT2" OF AGGREGATE SPACING NOT TO EXCEED 45 FEET. 4. BASE ROCK 2' -0 OR 3/4'-0', 95% COMPACTION. BASE ROCK SHALL BE TO SECTION A-A (3/4"-0") COMPACTED SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. I- 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: Z THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. NOTES: O U) A. 3" I.D. PIPE WITH COUPLING. • 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. Lill 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 3 EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED W. SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2� SLOPE. CONTRACTION JOINT TO BE PLACED MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 0 OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALLCe 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. (FOR COMMERCIAL DIRVEWAYS ONLY) U) CITY OF TIGARD APPROVED BY: NO SCALE APPROVED BY: APPROVED BY: CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON LORI FAHA, P.E. COMMERCIAL MI ENGINEERING DIVISION pn,Q.,pN� CONCRETEEDWG. NO. �� ENGINEERING DIVISION CITY ENGINEER DWG. NO. �� ENGINEERING DIVISION CITY ENGINEERDWG. NO. PUBLIC WORKS DEPARTMENT � ,. PUBLIC WORKS DEPARTMENT CURB & GUTTER I;_-•..`- PUBLIC WORKS DEPARTMENTr 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. TIGARD,OREGON 97223 JANUARY 2013 SI DEWALK 120 2O �^-� TIGARD,OREGON 97223 JANUARY 2013 126 T�+•�7� TIGARD,OREGON 97223 FEBRUARY 2016 DRIVEWAY 14 3 4 VOICE:(503)639-4171 _.yyQUM VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE Tl`711L�iJ_ VOICE:(503)6 684-7297 1 FAX: (503)684-7297 APPROVAL DATE FAX: APPROVAL DATE F- F As required in 1- Off typical sections >- of construction . o F- Q Q Street I IStreet plans EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING 18 o; o���,� Cl)" W W Area flI 1 ' T-cut (see / 1 =I `'c-C' o L'' Z w cn Cl) Surfacing note 1 ) PLANTER 24 z o o STRIP PROPERTY LINE �, �, �, Topsoil or as fJi ------"" LLJ z > > directed I / I LATH ON PROP. w Base Material / AC LINE AT PUE. i I SIDEWALK I SEE NOTE 1. a) / , A., , p0 0000000 00 0000000 (� U O 00o0 00 0 0 0000 00 0 _,0 0 o 0000 0 o AB o 0000 0 PROPERTY CORNER. o o 8' o0 00 0 0 o 00 0 0 AGGREGATE BASEROCK I SEE NOTES 2 AND 3 ¢ o �� Q � �- o Oo000000000 00o a0000aol PROPERTY LINE AND o P') a) ^ I o 2 -1 1 1 III 11 I-III II I I 1- LOT NUMBERS MARKED PUBLIC UTILITY 0 0 0 C I I-III I I _1 - COMPACTED SUBGRADE ON FACE OF CURB. EASEMENT Z o N j Z +, ,_ SEE NOTE 1. PLAN w ai U > - � E - c 1 o a) +, LOCAL STREETS: - �_,�, • \v\���� 1 1 ° _ „ ''C'' �a ,-,,,,. ; ICI /) . 6�� j\�j\�j o iNi:!- , AC - 6 CLASSASPHALTIC CONCRETE, \ ,) c _,_, w v oAB - 4 (1-1/2 - 0 ) AGGREGATE BASEROCK�•. � 0Q oj0 a � 0- OR _ ��- METER BOX AND SERVICE PER CURRENToN I i �� INSTALLATION BY TVWD PLUMBING CODE �' rnoNI j c- ( N I- AC - 8" CLASS "C" ASPHALTIC CONCRETE \` ! ► vz rnQp 1 1 Q,Q _ :' Q MAJOR COLLECTOR STREETS° 7" 2" o o M-o6 Min beddingrr) I1 , Io °' AC - 9 CLASS C ASPHALTIC CONCRETE, WRAP SERVICE I m Ez �.� wbelow outside of 6 f AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK LINE MIN. 3' WITH 'I<-IIIL �ll ] aJX 3 L, 3 0 pipe bell 3/4" - O" MIN MIN 10-MIL PVC TAPE CURB STOP N m w Q 3 crushed aggregate '% SEE DETAIL 301 !, 1" TYPE K SOFT METER Lo o ���� COPPER TUBING MI w e' .m 2' Min Trench \\\�\� \�\\\ \\\ ELEVATION foundation \\ \i \\ NOTES: stabilization 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY - LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK if required THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. rPROFNOTES: 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER "EeR /�� NSERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE 96 5 r Mn 1. JOINTS TO BE TACK AND SANDED WITH BITUMINUS ASPHALT EMULSION.. 2 NOTE: PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. / CD 2. ASPHALT PLACED IN MAX. 3" LIFTS EACH COMPACTED TO 92% MIN. 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1-FT OF A '1 co N A S BUlL T 1. 1 T-CUT FOR PIPE ONLY PROJECTS. SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICESy�69E0o�4g l 2. JOINTS TO BE TACK AND SANDED. AND/OR METER BOXES FOUND TO FALL WITHIN 1-FT OF A SURVEY MONUMENT %DA ' '` JQ� 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. LOCATION. NIE 7/26/2021 4. SEE SECTION 8.2. OF THE STANDARDS FOR BACKFLOW REQUIREMENTS. .J EXPIRES. 2/3 /2021 i SHEET NOTE APPROVED BY: APPROVED BY: DATE: 8/2020 °' CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE DESIGNED:MBA r AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. SINGLE WATER SERVICE DETAIL IrrENGINEERING DIVISION TRENCHDWG. NO. rir ENGINEERING DIVISION PAVEMENT DIG-OUT DWG. N0. ��.r TUALATIN VALLEYFIELD SURVEY, aTY ENaNEER CITY ENGINEER °°AND FIELD INSPECTOR GATHERED DATA. ALL PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT APPROVED: NWA TYPICAL AL INSTALLATION QF 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. WATER DISTRICT INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE TIGARD,OREGON97223 JANUARY 2013 BACKFILL 180 VOICE:,OREG-4171 3 JANUARY 2013 AND REPAIR 1 82 �� WITH PLANTER STRIP 6037 15 IN DESIGN AND/OR CONSTRUCTION. i VOICE:(503)639-4171 VOICE:(503)639-4171 SCALE:NONE FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE Y.. - LOCATE FRAME �� • STANDARD MANHOLE FRAME AND COVER OVER 0 Fx STANDARD MANHOLE FLAT TOP AND COVER (TYPICAL) � W/ REINFORCEMENT Q LEDGE OF AT F • 58 DIA. DRAWING #110 LEAST 12" IN w •• OR = _ Co Q .,, WIDTH N . MANHOLE STEPS SEE �▪. RUBBER GASKET FLAT TOP = = M mm •n. 8" MIN. BETWEEN ',' STD DRAWING N0. 100 I I_Wi'� ., KNOCKOUTS tk� W/ REINFORCEMENT ' M 1 Z Z JOINT DETAIL ;;1.•11"•i; / WILL VARY BY �'•;, o% I � , :," O \�1 co O MANUFACTURER ° "::�•,j. ' • 48" MINIMUM �,0" ---- CD ♦^ . • • ; 1 �f TYP. ��: 25" ®®® . ►• , ► , I CO W u / • a• 0 1-1/8" O rn HCe so- K' vwi i F 5' MINIMUM I. rAl DETAIL "A' 111 / STANDARD FRAME AND COVER OR m SMOOTH FINISH CHANNEL TO 6" MINIMUM OVERLAP. 48 • tiiii\ ' MATERIALS: �� Q 00 MAXIMUM 27 FROMWATERTIGHT FRAME AND COVER.SEE • li.. TOP OF FIRST STEP STD. DRAWING NO. 110, 120, OR 130 PIPE 3/4 VERTICAL HEIGHT OF PIPE. PIPEI`Oi 1 '� a J Q I.D. I.D. PLASTIC: 1.� TO TOP OF CASTING -. N r• ; SET FRAME IN NON SHRINK yT� • 10-3/4" MUST CONFORM WITH ASTM < Q X LPL GROUT 6"MIN. :.� °. •• ,.••• .a • as ;� 4 12„ C-478. STEEL REINFORCING O Q a " N \ l NOTES: I �..• s ' .y.! '+?°": CONSTRUCT CHANNEL AND ••' \1 j • r •! BAR MINIMUM 1/2" GRADE 60. J --- •� + MIN 12" SHELF IN FIELD • •1 • ♦♦^^ y,. ' ; ° 8s� " MINIMUM CONCRETE MEETING REQUIREMENTS OF ~ V 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO y7LGRADE RINGS (2",4",OR 6") • r; • MAXIMUM 12' SET IN ' f •s•st•�. _• THE REQUIREMENTS OF ASTM C-478. ,` . . . ... . .......... . ...▪. . . A-615ENCAPSULATED M X 1' 0ASTM NON-SHRINK GROUT . . . . . .: . . . .:••. ,. . . . . . . . .- : n WITH INJECTION MOLDED LC• Q 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE •=� COPOLYMER POLYPROPYLENE MANHOLE BASE. 1, :. ... ' ''. . .. ...: . . . .:. . •• _•-. ...•:. . . • .:. . . . . •s COPOLYMER POLYPROPYLENE PLASTIC WITH SERRATED SURFACES. 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO ? • STANDARD ECCENTRIC • �`�`• •�` ` • `� .;•' THE REQUIREMENTS OF ASTM C-443. ••• ' 36" CONE 12" MINIMUM OF 3/a"-0" CO 12 OF 3/a 0" i �• COMPACTED BASE MATERIAL COMPACTED BASE 1/2" GRADE 60 REINFORCEMENT 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE '' ROCK WATERTIGHT. -�� MANHOLE SECTION • 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A ! '(VARIABLE 1'-4') , 48" I 1 48" MINIMUM Z s f•+ MANHOLE AND CHANNEL DETAIL. 0 ,�; 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL MANHOLE STEPS SEE W 4•'1�7 i�!of 5" MINIMUM #6 BAR AROUND OUTSIDE OF OPENING REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. D N .. NOTES: #6 DIAGONALS BOTH SIDES OF OPENING RUBBER GASKET •, •,. • 1. ALL STEPS SHALL CONFORM TO Z � ,•y STD DRAWING NO. 100 5" MINIMUM •� •' ' 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) g �, I •• •• - #6 6" O.C. BOTH WAYS ; 5 3/4" THE REQUIREMENTS OF ASTM MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED • A �• SMOOTH FINISH CHANNEL FLAT TOP i . : %•.• C-478 O ON THE INSIDE FACE OF THE MANHOLE. o .� SEE DETAIL "A" c� TO 3/4 VERTICAL HEIGHT �� ill W of PIPE. (OPTIONAL) : • .' 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND m •�' �'; • �•• 2. MANHOLE STEPS MUST BE • 4" MAXIMUM CLEAR OF PIPE WALL. , PIPE : 6" MINIMUM OVERLAP. NOTES: •'I TIGHT AND FIRMLY EMBEDDED. �� IN •. �1IIIIIIIIIII♦� _ V • I.D. �. ALL JOINTS AND RUBBER GASKETS SHALL 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12" • " ?. CONFORM TO THE REQUIREMENTS OF ASTM 64" DIA. •, • CO FOR SANITARY CONNECTION AND 48" FOR STORM f- -!T ° !" ••,i;•. •:�"`� 4-. +. C-433. 25» i ' • • CONNECTION. CONSTRUCT ;• . �,•'•. ? �. •'•�•,•••. •/•v•,;•• •'�• ,• 3. ALL STEPS WITHIN A MANHOLE • r CONSTRUCT CHANNEL AND SHALL BE OF THE SAME •• ' 1""•. .: :4 • • • DESIGN, TYPE, AND SIZE. CHANNEL AND MIN t•;„:• ;. MIN 12" SHELF IN FIELD 2. ALL MANHOLE SECTIONS SHALL CONFORM I I ..• •,. •'^ •? '� : • • "..',.•'•'' • '%.'• TO THE REQUIREMENTS OF ASTM C-478 • • 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND 12" SHELF IN FIELD !; ..a •;,.•••• y•; �� ,4' 12" (MIXING OF UNMATCHED STEPSIX • COVER SHALL BE USED IN ALL EASEMENT AND OFF • '•• '+8" MINIMUM CONCRET€:, •.• I:" ••• • AND APPLICABLE PROVISIONS OF 8" !! a • STREET AREAS. SEE STD DRAWING 130. -' ' ' ' - •� - STANDARD MANHOLE, SEE STD DRAWING TYP. �'' I I •. ;• 'd •.;•..; IS NOT PERMITTED). U 11. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE ;•• •.•_• . . .:. • • . ._. • •• • • • • • • • • • ••• • • • • • . ..:• • •• •• •:. 4. STEPS ADJUSTED OR ADDED REQUIREMENTS OF ASTM C-443. PIPE ,... . . .:. • • . .-• ... .:. . . . .. . . .-. • . . .=. . ...:• • . . . . . 3. CENTER OPENING FLATOP REQUIRED. ° •Q I,�IIIII�IIIII,� CO . -. W SHALL BE EPDXIED IN HOLESCO 48" I.D. *-• +;•!!!!=li 4. NO STEPS ALLOWED IN SHALLOW FLAT TOP '}'. I • THAT ARE FREE OF MOISTUREZ • MANHOLE. • : ° •14 • : AND DEBRIS. (EPDXY TO MEET t •;.:. 12" OF �j'-0" RUBBER GASKET ' 1 ° ASTM C881). 0 VVV •�•!'r.•�*, NOTES' COMPACTED BASE ROCK 5. ALL POURED IN PLACE CONCRETE SHALL .ram• HAVE A 28 DAY STRENGTH OF 3000 NON-SHRINKING GROUT __------.....7.:.:. ' i .•;;a ••, . 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF PSI AND A SLUMP OF 2" TO 4". • SMOOTH FINISH . . . . . . ._. • • • .. . . . •. • • • .-• • • • CHANNEL TO ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, . ... . . . •_. • • • . . . . . • . .-• • • . _ DRAWING NO. 010. 8" FOR PLASTIC • . ..• • • . ._• • • . • • . .: • • . .-• • • . .:. 3/4 VERTICAL 3-3/ • •.• • • • •_• • • . • • • .: • • . . • • • . •:` HEIGHT OF SAFETY STEP 12" MINIMUM OF �4'-0" COMPACTED • PIPE 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH :•:•:•- - • •••:•:•.a- - •••:•:• • •:•: BASE MATERIAL OF 3000 PSI AND A SLUMP OF 2" TO 4". Q SHALLOW FLAT TOP -I • MANHOLE STEP - STANDARD MANHOLE \ H VIA\ HOLE BASE MANHOLE C1eanWaterr Services C1eanWater Services C1eanWater Services C1eanWater Services DRAWING NO. 010 REVISED 12-16 DRAWING NO. 020 REVISED 11-16 DRAWING NO. 040 REVISED 12-16 DRAWING NO. 100 REVISED 12-16 AS- BUlL T , gg 7 26 2021 mzz NOTE z F , � � a- N U U AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, ct FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL z w -- a a 3 i INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE O_ �B 28 3/4" W (n (n �� IN DESIGN AND/OR CONSTRUCTION. 27 3/8" z o 0 •e > c) v� v� ,� :. • w z > > Et Et 1" FLAT FACE LETTERING A i- II !' ` RECESSED FLUSH) - A A ,. A SEE STD. DRAWING NO. 400 A �� �� A „ ( 111111 A 1- + .° FOR FRAME AND GRATE Li :: Illlllllllli .. . . .d NO w,, 1111111111111111111 I I 1� cp • , • . II I I • 1 2" X 3" BOLTS -f o o ,P ,, ♦, S'T OFC0-802© ....1111111111I11...,1, •�' I I I 1/4„L 1 2 EACH END 2 1/2" 0 ``` , I e! \e, ./ .I■I■I■I■I■I■II■I■I■I■I■I i. • .4.• I FLOW / / O . �� SQ?EDGE FLAT2BAR Q 1/ �♦ �� /' .•. ; . .1 • •.4 '•,.•.I: •'.\ i ' 2 SEE STD. DRAWING NO. • °t�+� Q+‘ a� O320 FOR FRAME AND • • • PLAN VIEW • ` z O N'�� ,�' o GRATE j , 3" X 2 1/2" X 1/4" SECTION A-A o1 1/2" PICKHOLE ' ' O Oi " ANGLE N 7 ,0, ik _ 7*, o TYP. 3/4" N� , 4, /YR X �!� �_ c-41111 s. %01y/ ° , %�nv49 i l ! . + 1 �. B o ������ 1����P� • PLAN ��I��I I� I I I���I I III-III'-III..I I I-N ,TO HOLES AS' SHO OR N PLACERED • •••• /��'�\\\\����%�\\�� 4!,---- II PLAN w� • ��\\� -\ MAX 30' ---- � '� , , •4 5" WITH �\• ..▪ ..am- • FINISH GRADE FLOW INVERT •• i- COVER BAC < • REINFORCEMENT i �- =O 5 a'• FOR PRE CAST ! ri/2 N COVER TOP - • •• W Z 00 V d i -d • . 60" 27" U '8 • ! 410d� ti 2" MIN. 2• MIN. I•; MAXIMUM p J O co rn rn a • .4 f_ 6" FOR - f : y Y Li • Id y 18" POURED IN :J 21" A I MI U U j j'ovco 4 R .: x MAX. i,' PLACE MAX. U o 0 a)(3 M •� , • 5" WITH i' B 0o O�.�.E REINFORCEMENT J •' o • "'• j ,• 1 ••.a' _ FOR PRE _ �•' iL A SECTION B-B >w< 3 0 24 3/4" DIA. •• ••' • •': • UMP •' •' a . 18" SUMP w (-' / •• �. 18"SUAO j ..• I S •:. (n CO in r 7,8. J 1/4" • + i, •' a 2 1/2"x 1/4" SQ. EDGE FLAT BAR ' + ' •e •'- -• • • ' TYP. GRATE BAR (17 EA.) • • lll�����JJJ 6" 241 6"� 6" 27 3/8=� 6" 32" I f �28"� 2T� 31 1/4" SECTION A-A SECTION B-B 2 7/8„ 6" SQ. SECTION A-A SECTION B-B NOTES: 3/16" D TYP. PRO o 7 1/2" SQ. NOTES: N / 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. I � ss �, I J \� LNG I NEeR /O v 2.INSTALL STRUCTURE ON MIN. OF 8" OF 314"-0" COMPACTED BASE MATERIAL. 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 54665 M 22 1/2" DIA. 3.PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL. _I WIRE MEETING ASTM A497. 2 1/2" x 3/8" DocuSigned by: o 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED o SECTION VIEW WIRE MEETING ASTM A497 SQ. EDGE FLAT BAR �_ -.• 3" C. TO C. 2" TO 4". 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND N 5. AREA DRAINS IN REAR OR SIDE YARDS SHALL NOT BE BUMPED AND SHALL BE PROPERLY REG c, SLUMP OF 2" TO 4". 936 74C69EA24 9 . CHANNELIZED. DITCH INLETS SHALL BE EQUIPPED WIHT AN 18" SUMP. PLAN ,P y 1 200 �� i 6.PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN INLET ARE AN 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN DESIGN/WITH DITCH / C ACCEPTABLS SHOWN ON DETAIL #320)L GRATE MATERIALS AND DIMENSIONS SHALL MEET C.W.S. STANDARDS INLETSTAN TOP RDSARE AN SHOWN ONDE TAILALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. NOTES: COANIE�- �P FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. 3 SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. _1 EXPIRES. 12/31/2021 N AREA DRAIN DITCH INLET SHEET w STORM WATER MANHOLE LI D DITCH INLET 13 C1eanWaterr Services TYPE II C1eanWate\ Services C1eanWater Services FRAME AND GRATE C1eanWate\ Services co DRAWING NO. 120 REVISED 12-06 DRAWING NO. 380 REVISED 01-13 DRAWING NO. 390 REVISED 05-07 DRAWING NO. 400 REVISED 12-06 OF ro 715 O N O a I W Q INU Le Z Z Q N p Q co — iii PROPERTY 1. ALL STORM AND SANITARY SERVICE CLASS "B" CLASS "A" I. Cfl IN W PIPE LINE OR I LATERALS SHALL BE MARKED ON THE — SIZE AS TOP FACE OF CURB AS FOLLOWS: EASEMENT SURFACE RESTORATION SPECIFIED �'�/ ��//�� — •STORM DRAIN LATERALS "D" 0 AS SPECIFIED re li V♦ Q N •SANITARY SEWER LATERALS "S" Q t Q OVER TRENCH TO ALLOW FOR CL SEE STD MOUND EXCESS NATIVE MATERIAL Q 2. LETTERS SHALL HAVE ) ' MAX. WIDTH DRAWING 600 I I'= MI'�' AND A MAX HEIGHT OF 4" minen......411PT-CUT ASPHALTCL DETAIL -II-11-I XCe Q SETTLEMENT 3. LETTER SHALL BE CENTERED ON TOP 111111111111111 FACE OF CURB. I- II-����••� SECURE 2X4 IN PLACE -7°�7� IIII=III—III=-�Il—I —III—"—I I1=III Q a a — AGAINST PLUG W/ CURB STAMP DETAIL ° °. • ° °=fff=III=III=III=III=I=III_ J I— AGAINST BACKFILL TO PREVENT v rr=I-I I-I I-I I=I I -PLUG BLOWOFF 0 I I•�I I I I I III I I � . • •• . ,- I I rn=L _ _ v ��- 12" NAl1VE TOP SOIL cif", M X . i f-m;I I i-1 i I-I 11=�I • / i //=I'Pill IF TOP SOIL EXISTED 111- =I I E I I- 95.k COMPACTION . �0% COMPACTION I- PRIOR TO EXCAVATION. — i IICI-II WITHIN 36" OF • V / I I /1w / _ PROPERTY LINE OR I I�I I� SURFACE i '^ S HEIGHT 11-III-II ' c b / III- �i/ OF HEIGHT: TOTAL UTILITY EASEMENT ' G. • UNDISTURBED STORM 12" 2X4 LENGTH OF 2X4 � � � �� .�=III1� EARTH OR LOT#: AS SHOWN ON _/ UNDISTURBED i 90% COMPAC110N . MATERIAL T TTT LOT# ` EARTH i i ° BELOW 36"OF I=I I, SANITARY MIN APPROVED SET OF SEWER PLANS MARKINGS TO 2X4 a SURFACE�� / • II I II I MAIN PLAN 36 FACE STREET p a ' / / �I COLOR CODE SURFACE 1 I / / I� , (GREEN-SANITARY) 12„ VDEPTH ARIES 1 3/4" - 0 CRUSHED / //' / —I' GROUND (WHITE-STORM) ROCK / II' NOTES: MIN • a I. •/ / //. . O 36„ J 1. FOR NEW CONSTRUCTION ALL SIDE SEWER a v °°I a a a • • —F AND SIDE STORM PIPELINE CONNECTIONS GROUND re d v •3/4"-0 CRUSHED d �� TO 8" AND 10" MAINS SHALL BE WITH SURFACE- MAGNET1Ci > ' 1/2 PIPE FACTORY FABRICATED "TEE" FITTINGS TAPE (./) ROCK PIPE ZONE c I • 4 O.D. PLUS 6" UNLESS OTHERWISE APPROVED. n • d 2. PIPE MATERIAL SHALL BE ONE OF THE _-1 i=111=_ • N d ___L M FOLLOWING =III-I III- • .•-• • ' • ' • • • •' _ �I- 0 1 �• • • • • • • •�•' ` I_ A. PVC ASTM-D3034, ASTM-C900 h-T I- • •r -III-I I i IX B. DUCTILE IRON CLASS-50 LABEL MAGNE11C TAPE WITH BLACK LETTERING STATING -II1- _ ;• • • • • •' i,-• •.- '' t I _ 3/4„ o II-I-- . . .-. . . . . .- I1-III- (STORM ONLY) THE FOLLOWING: -I I z PIPE BEDDING '• • •_• • r O •-• C. A-2000 PVC ASTM 949 FOR SANITARY: "CAUTION SEWER BURIED BELOW." -III= •. • . • • .. • u-• • • • f • 1=III-II�- D. PVC RIB MEETING ASTM D 1784 — • • •'• • • • • • • • ' • • • • ` _ CO FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." -J A 1 1-•A• • • • • I• •�O-•i• •i• •i•?•�•� .: III-III-III-, E. CPP MEETING AASHTO M252 =III Q Ti I I-III j j j j _ 11�I I�1 1 1�1 1`► =III-III-�I I-I PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. 1-0 I- - - - - - - - -III=1 I�I Q J IHE I 11=1I - I_,i CI 1 I III-III_I]I Ii 11H (IIII�IIII=1 I I=I Ii i I III1�1 I I TRENCH STABILIZATION: 11E11 1/2 PIPE OD PLUS 4" MIN FOR PIPE SMALLER THAN 18" IF REQUIRED, TRENCH STABILIZATION a -III- . . . SHALL BE SPECIFIED SEPARATELY III= CAP/ 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER AND PLACED PRIOR TO PLACEMENT • _ - PLUG OF BEDDING MATERIAL. itil L •.L • . III_ Q t8_ Lill !! � !_�-. ._!.!•�' ,- I_I I NOTE �-•._. 'I_• _ _�_ 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. .�•�-•�-•i 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO !i•.: �_, --� �� • •ai= INSTALL THE PIPE IN A SAFE MANNER. L. MINIMUM SLOPE FOR 3 4"-0 PIPE ZONE = • I�.,' 'o`" / 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX ..=.. :.=..=.. 6" PIPE = 0.010 MATERIAL AS SPECIFIED INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. P °: e: .=III iI l 4" PIPE = 0.020 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING ;I:• •�•y_I:•, 11=i I OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. ELEVATION I SIDE SEWER / SIDE STORM TRE\ CH BACKFILL PIPELINE C1eanWate\ ServicesDETAILS C1eanWate\ Services DRAWING NO. 520 REVISED 12-16 DRAWING NO. 590 REVISED 12-16 _ m o 0 Z co N U U AS— BUILT zN ._ ._ o w &) &) ZHI OO 7/26/202112 NOTE AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL .I o 0 0 INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE ¢ N N N IN DESIGN AND/OR CONSTRUC11ON. o K i Z o - CV N O N CV CLD O O N o Oo W I-coN (.n0NCV c 00 e. J 0_W�� (1) v, Y Lu N.0 V O O. O LJLJ M '0 O 00 N J J I o� �m � w J 3 J X (uirWQ 3 0 Q 1-li 3 W U N COCC 1- 1-0 N MI CO o U 0 0 O T — J ���ED PROp �J LNGI NEp- �O� - 54665 I DocuSigned by: o ON "- N` A % c6474C69EA?44•Pv '�� UY '120 � mc�ANE0' A cn I3 EXPIRES: 12/31/2021 j cu SHEET CO 14 `r, OF co co 715 ! O a ce o n QQo oa0 w a c�pa W �_� 6„ Z W Ip MANHOLE LID AS APPROVED I.L Z Z PERFORATED PIPE MANIFOLD PROFILE Ce BEEHIVE GRATE / J p W E (SEE DETAIL BELOW) ��/�/� O N 0 0 TC=G-4" ww F A V� 0 OVERFLOW TO N N �+ GUTTER CONVEYANCE RI m CQ9 (SEEIRE NOTE0PE 5) MANHOLE FRAME ) QA/ CU W.. LLENERGY DISSIPATER DRAIN N�,9 1 6"1 6 „�.. . (SEE DETAIL BELOW immre W -O - 1 SPECIFY RIM ELEVATION •i�/�I re A/ �/��" :-: Z O �i''/3 _I�\\\` EPDXY MANHOLE FRAME LL `O O • •• •• •• •• •• •• •• TO STANDARD REINFORCED 18 d Atit O F a m U o o FACE OF CURB TOP FACILITY TOPSOILQ O fn W n r CONCRETE PIPE, CLASS III 11 V 11DO F tv Q ct BACK OF CURB Q .. �Z O N� � `\v` � ` ' ` �_ �_� =1 I�_ �_ tffi_Mttffilli = L ,-Q. M #4 REBAR U-BOLT 10" J CL ^ • S=1:2 ':. �I 6" `- I-I �I -I I �� -� I3 I ;1 . - -IGROWING MEDIUM ^114I `TAPERDA"� STREE il, 2 I- 0 3o j RELIEFSPLASH PAD -�r 18" tGUTT _7_JOINTS CHOKER COURSE QQ .=p 42" � PERFORATED DRAIN PIPE 0F 3'-0" 3'-0"� EXPANSION JOINT 6 �� DEPRESSED GUTTER 2" ,:IaI�IPI�.I�I�. - �I�.I 4.., �I1�1�, O a r �� !- ..-r,r.�T-,T-.,-.X-• , AT-�,T14 ai=�.�X-�T FILLER (TYP.) CONNECT TO MANHOLE , I -d °'. �. 6" AT OPENING . a �s DRAIN ROCK F Z A a a a SLOPE TO DRAIN I J �_ 4 J p,Q o OR INLET , a ^ I 6o 0 0 0 0 0 0 0 0 0 To 0 0 0 0 0 0 0 0 0 m MM BOTTOM FACE OF GUTTER M CO METAL INLET ASSEMBLY 9 O p 18"' CURB A REQUIRED ON HIGH TRAFFIC I J - CO W z Z PLAN VIEW 4" THICK X 6" WIDE �� STREETS Q -i 4� ° •'�18" 12"� BOTTOM HALF - NO HOLES J OUTLET TO APPROVED CONCRETE SPLASH PAD 3,000 PSI CONVEYANCE SYSTEM COMMERCIAL GRADE j4.4se.,-...:: PERFORATED COLLECTION FACE OF CONCRETE ISOMETRIC CURB CUT-OUT PIPE RUNNING LE � CURB 5-1/8" 1'-11 3/4" FACILITY N.T.S. PAVING 1_ ' 33"�I1/4" PER FT. SLOPE ` CO PLAN CURB CUT-OUT ®1�1� OUTLET TO bi\ 1-18-1/4"--I • SWALE/PLANTER AND 3`'I \\ N.T.S. R=3/4" N R Y E E G `` GUTTER (G) PIPING NOTES: m DISSIPATOR/SPLASH PAD 30" ��., �� BEEHIVEGRATE 20 3/8„ 4"2" FOR PRIVATE PROPERTY, PIPING MUST BE CAST IRON, ABS SCH40, OR PVC SCH40. THREE-INCH PIPE IS 1 1/2" ``►���` • 19 1/4' • FILTER FABRIC, EXTENDING TO �� 2 REQUIRED FOR FACILITIES DRAINING UP TO 1 500 SQUARE FEET OF IMPERVIOUS AREA; OTHERWISE 4-INCH '° - • / ,� 17 3/4" TREATMENT/PONDING AREA • Q Q 36" J 4" 1" STREET ••• • A PIPE MINIMUM IS REQUIRED. PIPING INSTALLATION AND SIZING MUST FOLLOW CURRENT UNIFORM PLUMBING I 3/4" CODE. Q � 1' 6"-.1 SECTION A-A PERSPECTIVE VIEW 1_, I '� '� rap ra rot:"`n' FOR PUBLIC FACILITIES, 6-INCH OR 8-INCH ASTM 3034 SDR 35 PVC PIPE AND PERFORATED PIPE ARE REQUIRED. NON-SNOUT SHOWING DEPRESSED 191/4" _ 3�I AT 27 3/4"TAPERED RECURB FACE GUTTER AT CURB INLET Z ° O 2' 6" SECTION A-A 3/4" - 0 DRAIN ROCK TC=G-4" NOTES: 18"x4" REVERSIBLE MANHOLE FRAME Q 3" DEEP TYPICAL 1. BRANCH SPACING AND NUMBER OF BRANCHES TO BE CALCULATED BASED ON STORM FLOWS FROM 0 U IMPERVIOUS AREA BEING TREATED. 2. WRAP PERFORATED PIPE WITH GEOTEXTILE TO PREVENT INFILTRATION OF FINES. NOTES: 3. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. 4. GRADE SUBGRADE TO PROVIDE MANIFOLD WITH POSITIVE DRAINAGE. CI1. INFLOW STRUCTURE PER LOCAL JURISDICTION. CURB CUT OUTS NOT ALLOWED ON WASHINGTON COUNTY 5. CONVEYANCE SIZED AT MINIMUM FOR 25 YEAR EVENT STORM FLOWS. NOTES Et ROADS - USE MODIFIED CG-30 SEE DETAIL 403, FOR INLET STRUCTURE. 6. DETENTION (IF REQUIRED) VOLUME BASED ON DEPTH OF DRAIN ROCK RESERVOIR LAYER AND POSITION NOTES: 2. INFLOW STRUCTURE - CURB CUTOUT SHALL HAVE MINIMUM 2" DROP AT THE FLOW LINE LEADING TO THE OF MANIFOLD WITHIN THE DRAIN ROCK LAYER. 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL, ASTM A-36 STEEL, AND BE HOT-DIPPED 1. SECURE GRATE IN PLACE WITH 54" OF WIRE ROPE. LOOP ENDS OF WIRE ROPE AROUND U-BOLT AND J SPLASH PAD, SEE DETAIL. 7. FITTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. !IA GRATE. CRIMP EACH END OF WIRE ROPE WITH 3" OVERLAP. 3. ENERGY DISSIPATER DRAIN ROCK: ROCK SIZE 4-1/2" - 2-1/2" OR SIZED BY DESIGN INFLOW. PLACE 8. PIPE SECTIONS EXPOSED TO SUNLIGHT SHALL BE OF MATERIAL NOT SUBJECT TO DEGRADATION FROM GALVANIZED AFTER FABRICATION. 2. DRILL 2" DEEP HOLES INTO PIPE AND EPDXY #4 REBAR U-BOLT (2"X 4") IN HOLES. WROCK 6" DEEP BEHIND SPLASH PAD. THE EFFECTS OF SUNLIGHT. 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF i" TO 0" COMPACTED BASE MATERIAL. 3. GRATE TO BE CAST IRON, ASTM A48 CL30. 4. CURB PROFILE PER LOCAL JURISDICTION. 3. INSTALL ENERGY DISSIPATER/SPLASH PAD AT OUTFACE OF STRUCTURE. 4. SIZE INLET BASED ON CALCULATED FLOWS AND MANUFACTURERS RECOMMENDATIONS. Z 5. ENSURE THAT DOWNSTREAM CATCH BASINS ARE IN PLACE FOR HIGH FLOW CONVEYANCE. 5. WIRE ROPE BETWEEN 1/8"-3/16" DIAMETER, STAINLESS STEEL, 7 STRANDS OF 19 WIRES. O 0 CURB CUT OUT LIDA PERFORATED PIPE DETAILS LIDA MODIFIED CG-30 INLET WITH SUMP LIDA BEEHIVE INLET LIDA C1eanWate� Services C1eanWater Services HANDBOOK C1eanWate� Services HANDBOOK C1eanWate� Services HANDBOOK HANDBOOK DRAWING NO. 401 REVISED 05-16 DRAWING NO. 402 REVISED 05-16 DRAWING NO. 403 REVISED 05-16 DRAWING NO. 405 05-16 -,1 ? ? B OVERFLOW STRUCTURE INLET STRUCTURE A-7 z STORMWATER FACILITY BLENDED SOIL o In VARIES FURNISH IMPORTED BLENDED SOIL FOR ALL VEGETATED LIDA FACILITIES CONFORMING TO THE FOLLOWING: F I- W W W W W W W .d 18" MIN DIAMETER DUCTILE 20" X 24" MIN DUCTILE 18" MIN. DIAMETER BEEHIVE STYLE SIDEWALK DRAINAGE I • N U U • • • • IRON BEEHIVE STYLE DOME IRON FLAT ORNOTCH, 4" TYP. GENERAL COMPOSITION - USE MATERIAL THAT IS ANY BLEND OF LOAMY SOIL, SAND, AND COMPOST THAT IS ct • • . ' ' . , .; • ' W W W W W W W W •: e . .'•. APPROVEDLATGRATE,EQUAL _ OVERFLOW405/407 _ _ 30-40% COMPOST (BY VOLUME) AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION. U CC CC / PER DETAIL NO. • GRATE, OR APPROVED '. • CO Z • a �' ' "' • ANALYSIS REQUIREMENTS FOR THE BLENDED MATERIAL:W W W W W 4, W W EQUAL , .. ' •.�..•. � _ _ . . �.. ,, •.. a'z ���.�� ~� �� �� �� ��.�.' a; .J d <'. Y i��+� • W W ` W W W tW W 't4�� j * W W �t-(�t•.• W W W W `W W �,,��„i PARTICLE GRADATION - A SIEVE ANALYSIS OF THE BLENDED MATERIAL, INCLUDING COMPOST, SHALL BE p o W N N w,X.A . . I ��12 DISSIPATION PAD 'w �•-, • a' • • ! W W W W W W W W W W CONDUCTED IN CONFORMANCE WITH ASTM C117/C136, AASHTO T11/T27, ASTM D422/D1140, OR ASTM D6913. ''^^ W Z Z 1- 9, /W W W W W W W W 4 W W W .'•- V/ m m TOP OF DRAIN THE ANALYSIS SHALL INCLUDE THE FOLLOWING SIEVE SIZES: 1 INCH, 3/8 INCH, #4, #10, #40, #60, Z_ O_ O_ A 0F• . , m Area: (4-1/2" - 2-1/2" .� �� d. w A W W 4-1/2" - 2-1/2" W W W W W W / #20, e • '.• '.. . .' o - BASIN ABOVE •. ���� 2ga ;:y W W W W W W W W W W 5 (n (n • R• - SPLASH ROCK) V• .• ' Cl) ' '• • �W W SPLASH ROCK. 6" #100, #200. THE GRADATION OF THE BLEND SHALL MEET THE FOLLOWING GRADATION CRITERIA. W Z > > w v ���' �,v�v�v�J�.'I. • GRADE FOR ".:1.' " '�1/N W W MINIMUM 4' OF 8" W W W • �. f d • d • • a. ... •• / MIN. AROUND W W W d•° d PONDING, PER ,.• �.���� w W PERFORATED DRAIN PIPE • W + W W W • SIEVE SIZE PERCENT PASSING • STRUCTURE. TYP. EC EC 4 a �� W W W W W W W W • .a a DESIGN ``�`� _` , 1 W W W W W h a • . 1 INCH 100 .a• - • e.' '•. .'e° :e. • • //�IYI�\\ • \��``` ��` ,9Y �,_ + W W W W / W W W ,. W W W W W I CD # 4 75 -100 : �': ' 1.1...: F # 1O 40-100 -•a W W W W , W W W • `•d . .•a . ,e:•' •+ 4" DIAMETER CUT 4" DIAMETER CUT _• y ..a•- .d. ea d' W W W W W W W •a.. °• • `•� y '� I W y '•�`.> " .�" WOUTS. MINIMUM 3 WWW WW OUTS. MINIMUM 3 W W ^� t.- # 100 5525 O O3 • •v _ "• CUT OUTS PER INLET W CUT OUTS PER INLET t NNNW W W W W W W `V .y I \ S It / �•:: # 200 5-15 . O O Oe �y v I 72,?/� 4. +• STRUCTURE TYP.W W ,t °' 'r STRUCTURE TYP. W W ;'';':. - Q N N cVd ' 'a W W W W W W W d •. ee • y VtlTi '' _ .: I W• W W W W W W W W W W W W W W ° a b f� �`` M_ 44. W W W W W W W W '• .G .Y 4, - y :~ • • ��''..�• FT c,��� • THE MATERIAL SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES ^ O r7<' • • ' W W W W W W W W <.d 4, yItill, y 3 e- •-� ° ••'• - . •''-' '•:'ee • . • • IT SHALL BE WELL MIXED AND HOMOGENOUS. a' .a e- a ." •. ' y 4' `y J' �} •. a;. "' ° ,ae •-. a. �e •�. .: g _ • IT SHALL BE FREE OF WOOD PIECES, PLASTIC, AND OTHER FOREIGN MATTER. o •v •r `�' ,\ ' :'::• - • a d • •-'a d: • 11' FLOW • '_ ••° •. MODIFIED CG-30.,, -d -INI • IT SHALL HAVE NO VISIBLE FREE WATER. O O ' N W" .... -.V / a •• Z c0 B • • • �, y }v P4.. • r .♦♦ , \ LL1 z TRAPPED CATCH BASIN, - *' " • a SEE DETAIL 403 �pyy LAP SPLICE #3 REBAR. ti •' y y r, O . • o c.9 OPLA • .• .• . ' ' MINIMUM 12" OVERLAP : . �' v GjF�F,EO SS (SEENOTE 3) ONYLOPLAST OR APPROVED CHECK • DAM, AS ...•- v W :: on, NECE ARY. o ,�, • PS. '� �' ,:•-.. . SEE DETAIL407 THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL AND PROVIDED BY A MEMBER OF THE US COMPOSTING N SEE NOTE 2 6" MIN v y A SEAL OF TESTING ASSURANCE (STA) PROGRAM SEE WWW COMPOSTINGCOUNCIL ORG FOR A LIST OF LOCAL :.• ....:: COUNCIL o �\. .• i.. .. • �, y y y y = /. • . . • 30" MIN 6„ K DRAINAGE PROVIDERS. L I 4" EXPOSED MIN �� y W r 1 TREATMENT AREA I I SIDEWAL • . iii • �f . . .. . :. y 4, ,, y�..� � ;'�: NOTCH THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED 0o v• �'0F ° tr �`f�':Y�i is.. MATERIALS UNDER CONDITIONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION. THE MATERIAL SHALL BE WELL 'A. ............,1 . 3" MIN r 'v O v z` . , :, - :i _� - .R/ •• y W it �� y 2,. MI E .-- - 11 "'�p�1.�,E Q COMPOSTED, FREE OF VIABLE WEED SEEDS, AND STABLE WITH REGARD TO OXYGEN CONSUMPTION AND CARBON DIOXIDE C\, '4/4, •4 ' y y a 18" MAX VARIES--. wa ;::. • yP .� � GENERATION. THE COMPOST SHALL HAVE NO VISIBLE FREE WATER AND PRODUCE NO DUST WHEN HANDLED. IT SHALL� • • / PROVIDED BY THE VENDOR. oN,_rn E a r +:: 3" MIN !I I-L=I =III-IIIIII y -MEW III=III=I lI '. '\\ .( 30" MIN. GROWING MEDIUM rn o t GROYVING y y y 4�� - - - - a°oo c:c`n v up . '• • •.. ... 1Tf_1Tf_I I I III= 6 _ .: -� -I I -I I� I-I I r\� „'.. , •. f. .4' v n,• \ P (3/4" - 1/4") CLEAN CRUSHED • 1/2- Q Z I I c - � ��� 3" DEEP 100% OF THE MATERIAL MUST PASS THROUGH A INCH SCREEN. V • - - - .v O ..• '•• / I-III-III-I -III / / •= DIUM .v •'•' . '. .' '':•• .'. .� v � _ -_- -=I IIE .v I y 4, •\\/ •+• .� . , V DRAIN ROCK • THE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN. AND 8.5 MAX. o w r0 cn ��%j�� / / �i I�I-III-I� v / /,,,I�I�,� I�,I�;I�.1 MANUFACTURED INERT MATERIAL PLASTIC, CONCRETE, CERAMICS, METAL, ETC. SHALL BE LESS THAN 1.0% BY wrco o \ \ \ ` ` � . • • =III=I l I- y \/\ �Y�T.�. •,--+T.!.,•1 15" DEEP (1-1/2" - 3/4") CLEAN CRUSHED ( ) Ir .,.4/v/ / �.•- :, . „.. .'I�• ,,- 6 MINIMALLY �li-40 Tfi III=I Il_l lI y v v y \y% '. � v 1="I_ '1. DRAIN ROCK WEIGHT. 0... o 1ti1�000 •.- •:'. :�? \N, .NDISTURBED 1�.I .Ia•I CHOKER \\j/\ v/ -v°�Y ram'�� • THE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 70% (DRY WEIGHT BASIS). 0 o o a_ ���� / ��� NATIVE SOIL SHELF T �.-�Y. • ' y /�\/\ i �I Z z 11.11�� �\11 i �i, _ RSE y 4" DIAMETER CUT PERFORATED DRAIN PIPE, 8" TYP. SEE NOTE 7 • SOLUBLE SALT CONTENT SHALL BE LESS THAN 6.0 MMHOS/CM. m 0.Lo L° E o e~,� •'+J•- I• ,. • Y- ..!...:4!..„ .T. ,. .,.. OUTS. MIN 3 PER MATURITY INDICATOR SHALL BE GREATER THAN 80% FOR GERMINATION AND VIGOR. :° . . _ .1 L.- SECTION A-A �1•*�% :.,: :, e; 6" MIN �,. STRUCTURE. ATTACHED •LINER, SEE NOTE 6. J X 3 ':' ", ,I/1 -'�I,.IDRAIN STABILITY SHALL BE 'STABLE' TO 'VERY STABLE'. Q w 1 • •:.. :•, • •�1 • T --T- �T .aCK 18" MIN DIAMETER DRAIN SPLASH ROCK CARBON NITROGEN C N RATIO SHALL BE LESS THAN 25:1. li`> < 3 i l -• • � -� 18" MIN DIAMETER DRAIN / ( / ) Q ,, ••�L•� :l. : r• �. a. •. BASIN, NYLOPLAST OR AROUND •• ' . ..• :.,• � 4" DIAMETER WEEP -y! :�Y ,•..•�T T.y� APPROVEDBASIN, NYLOPLAST OR NOTES • TRACE METALS TEST RESULT = PASS. w o J�� EQUAL. STRUCTURE u)m '••' -: ••.- A� •�• ` HOLES 8" ON -�-1'�• '��•����i NON BUMPED APPROVED EQUAL. 18" r � •�`` 1� •�•���1:4'.'*'‘.. �0 \� CENTER SPACING. MIN SUMP REQUIRED. 1 PROVIDE DTY AREAS ON PRIORDURING ALL , ICLE ANDAFTER CONSTRUCTION. 2. AND FOOT TRAFFIC IN PROPOSED i \\� � CONSTRUCTION ll•� \��/\\/ /�+flflf..0•I,e# SEE NOTE 1 STORMWATER FACILITY BLENDED SOIL: `� �� �•f\ 30 MIL LINER SECTION B-B 2. SIDEWALK ELEVATION MUST BE SET ABOVE CHECK DAM AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW • PROTECTION OF THE SOIL - THE MATERIAL SHALL BE PROTECTED FROM ALL SOURCES OF CONTAMINATION, Mr `` 3' MIN TREATMENT AREA TO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM AS APPLICABLE. • Q INCLUDING WEED SEEDS, WHILE AT THE SUPPLIER, IN CONVEYANCE, AND AT THE PROJECT SITE. o 3. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN 1 INCH. CHECK DAMS SHALL BE PLACED . WET AND WINTER CONDITIONS - HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WHEN THE _1SECTION A-A ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 406. PROVIDE 2" MIN FREEBOARD. WEATHER IS T00 WET OR THE GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE OWNERS - 4. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS. REPRESENTATIVE. NOTES 5. SIDEWALK CURB NOTCH: 1" LOWER THAN SIDEWALK, SLOPED TO FACILITY. SIDEWALK DRAINAGE NOTCHES • PLACEMENT OF THE SOIL - PLACE THE MATERIAL IN LOOSE LIFTS, NOT TO EXCEED 8 INCHES EACH AND EACH T SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. LIFT SHALL BE COMPACTED WITH A WATER-FILLED LANDSCAPE ROLLER. DO NOT OTHERWISE MECHANICALLY 1. WEEP HOLES TO BE PLACED WITHIN DRAIN ROCK LAYER. TOP OF WEEP HOLE TO BE 6. 30 MIL IMPERMEABLE LINER OR APPROVED EQUAL SHALL BE USED ONLY IF REQUIRED ON PROJECT PLANS PER COMPACT THE MATERIAL. p o, ROAD AUTHORITY OR AGENCY. • TIMING OF PLANT INSTALLATION - WEATHER PERMITTING AND AS APPROVED, INSTALL PLANTS AS SOON AS -Q'D PI\O/c`s 3 SAME ELEVATION AS THE TOP OF DRAIN ROCK LAYER, RO LOWEST SIDE OF CHECK DAM. 7. PERFORATED PIPE IN UNLINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT 2 1/2" ABOVE SUBGRADE. POSSIBLE AFTER PLACING AND GRADING THE SOIL IN ORDER TO MINIMIZE EROSION AND FURTHER COMPACTION. '` S 2. MINIMUM 3" REBAR EMBEDMENT FOR CURB AND PLANTER WALL. • EROSION CONTROL - TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMANENT STABILIZATION \ ENG1NEeR �Q,, 3. CHECK DAM SPACING SHALL PROVIDE A MINIMUM OF 2" FREEBOARD, AND AN 18'" NOTES PERFORATED PIPE IN LINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT BASE OF DRAIN ROCK LAYER '{9 Lo 8. HYDRANTS, UTILITY POLES, OR ANY UTILITY BOXES PLACED WITHIN PLANTER MUST BE APPROVED BY MEASURES ARE FUNCTIONAL. 54665 S -i MAXIMUM DROP FROM ANY ADJACENT CURB TO TOP OF FACILITY GROWING MEDIUM. JURISDICTION IN WRITING. • PROTECTION OF THE INSTALLED SOIL - IN ALL CASES, THE PROTECT INSTALLED MATERIAL FROM FOOT OR oocusi n d b : o 1. PLACE STRUCTURE ON 3/4" TO 0" BASE ROCK PLACED OVER NATIVE SUBGRADE. EQUIPMENT TRAFFIC AND SURFACE WATER RUNOFF. INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO i e y o 9. ACTUAL ELEVATIONS AND DIMENSIONS TO BE CONSTRUCTED AS IDENTIFIED ON PROJECT PLANS. i 10. ENSURE THAT A DOWNSTREAM CATCH BASIN IS IN PLACE FOR EMERGENCY OVERFLOW. KEEP WORKERS, PEDESTRIANS, AND EQUIPMENT OUT OF THE AREA. UNDER NO CIRCUMSTANCES SHOULD R MATERIALS AND EQUIPMENT BE STORED ON TOP OF THE INSTALLATION AREA. •0-1- - o 474C69E CHECK OVERFLOW INLET STREET SIDE LIDA BLENDED SOIL ico4 11'`�JP� CONCRETE C EC DAM LIDA / LIDA LIDA LIDA NIE STRUCTURE PLANTER WITHOUT SPECIFICATION FOR EXPREs: ,2i3,izo2, HANDBOOK C1eanWater Services HANDBOOK C1eanWater Services STREET PARKING HANDBOOK C1eanWate\ Services VEGETATED LIDA FACILITIES HANDBOOK C1eanWate� Services DRAWING NO. 406 04-16 DRAWING NO. 407 06-16 REVISED 04 16 DRAWING NO. 798 SHEET .'- DRAWING NO. 795.1 06 16 15 to OF 7 15 N O a