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Plans (8) PLM 2016 - 00498 N O C1 N 13553 SW PACIFIC H\AT)( W w Z Z ,, , ° W ° o W a NEW CONSTRUCTION SINGLE STORY COMMERCIAL RETAIL c� or o TIGARD, OREGON wlli M. CI Lij Et ligiti • VICINITY MAP PROJECT CONTACTS „� I . ., ,J I 1 I l I .1 J '1 '�../ ' / � \/yam'' CITY OF TIGARD {_ , , i/ --\\� '� , �: OWNER f APPLICANT: 17. {�} LL APPS......... Ivr , [ I. � \ Y/, � N, ConditionailyAppm ed I I 11-�Ji + 1 �, TIM HORST / FAST LANE OIL CHANGE LLC W 0 20' 0 1%% 10 20 40 ""'""""" ++ 1 \ \A'' PA. BOX 230764 i im.Rae -.ff.. to:F.• loW..................i � Y�� l A--SVV PA ISTI: � ��— �� J � 1\RK . TIGARD OR 97281 M SCALE: 1 e - 20� f ,•. �L �,. •a •► ~ [` f �� 7 - ,l — — — — f ,/,-- 1-'-i)" �� PHONE:I (0 R5 3i0-4776 r NMI ----qi/Yefj% 0 By: 11 ,)1,, // y PROJECT ENGINEER - — — / _I I r I --- --�r TI-11— -- / / / EMERIO DESIGN, LLC ick _ j L—— -- I N.// \ UITE 180 I � � l / 8285 SW NIMBUS AVE, S D4 ' \y<" 411 — _/ ! \ BEAVERTDE OR LC 1�1 '� �� ; L If �� / / S CONTACT: ERIC EVANS RECEIVED °� `> /' , ----''S-TW FAIRHAVENT — / / P: (971) 330-1129 7 11 / { +- — I f � �, SEP 2 2016 116211 ISEI OM r :_Min�- S al —� JJJ �� J , SITE SURVEYOR: G_ �- / t /1}. ' / / BUILDING DIVISION _icjii''',!. �:- • _:�=:: .t, s__ `�> Y ��. \ - EMERIO DESIGN LLC r11r ll4 Yf�..1..a.^Kai ° `4-,:� —,, ,,;rte . 4- 0A-"a,•.�.-.� �� ,� \ '` 8285 SW NIMBUS AVE, SUITE 1 s0 " -��d� '' LIMITS OF CONSTRUCTION I Fiji1 f ��`� `N C S, BEAVERTON, OR 97008 W I =,z;_. r : �r ....- --:_ / -� . �� - G I I , I —� CONTACT: KING PHELPS W ' �" 17�T1 �, ELL , , , , i , , h PHO NE: 5O3 746-8812° -pf:SFT.K..�C '.�X3'a�,=^R.1-- � �: A� � / / / /. . � I - —..Y..aF!..y...x �'vti sf.nk �ati fiS / / wM►^ � / l I k s , ,e a - � : ,E«arur�- - v I: ` — _ �SW HILLVIEW ST .i• I S• ex::�J��aCYCsA.: �.�^Y'.:IMG. yd.2Cv: �_iC i:f ':.s 49'• r+k1. �k / 1 + [ \�` �— :a. r,:.. r4.•• :ir3: .r1...5- r ;S c`.�iiFs �. s s �� .y/r^ '`� 1 1-1~ Y4•' F 5-.:�- ' r-1,K..' a �+r Y 4 5_ cyf.6-61m.. i / . �- 1 - A ..Att,,ma4w�.„FIF,P. .i�a _ ;.'alp .�''.^ lt. 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"5: / — — — '-ti°� JYf�-w�+wrw.►• .�4v,1 ►'`..ti j . f7�1 T' 1 l ~r k I * OO'J > U 1 n3_�-. ,,,.�r, =cfJim 'Gti '" t SITE ADDRESS: 13553 SW PACIFIC HWY,�1I 1 11a11 :..�4 �. = = ;,�. :f` 12.00' GONSTRucrloN 1-,. 4 OTIGARD, OREGON 97223TAX LOT: 9100� -.$ .: VEHICLE ACCESS �� 0 �° _ r AND PARKING �, ABBREVIATIONS o 'G� ---w � SHEET INDEX TAX MAP: 25102CC09100 y: TS. y •:r,;; EX - EXISTING • C ME RETAIL STORE =- " -.• SITE AREA: 14,810 S.F. .•- PR -- PROPOSED ,.:, / 13553 SW PA IC HWY '� .• SHEET N0. SHEET TITLE qn �',: SF - SQUARE FEET BLDG AREA: 2,997 S.F. ' „. . ROW - RIGHT OF WAY --1 WASHINGTON COl1NTY, OREGON 4 q: \ 1s, ., / CO.00 COVER SHEET STA - STATION /.- ./1 i eV - 9 . f / ke�;; �. C0.10 NOTES CL _ CENTERLINE C%,,,, !i . ir •� . PC - POINT OF CURVATURE BENCH MARK INFORMATION ,� PT POINT DF TANGENCY ;_ / \ � Ci.00 EXISTING CONDITIONS AND DEMOLITION MAP ,Nty ► 4 �� / ♦ RT RIGHT ## ' 4 N .', c N "�' `Ga LT - LEFT ELEVATIONS AND CONTOURS AND DATUM FOR THIS I� 1 . \N -<,-- --.i.; C2.fl0 SITE PLAN _ SURVEY IS BASED UPON WASHINGTON COUNTY 4I „ . . COP CITY OF PORTLAND y / .` C3.00 GRADING AND STORM DRAINAGE PLAN STD - STANDARD BENCHMARK N0. 949 ELEVATION=269.59 WASHINGTON / \ DWG - DRAWING COUNTY DATUM. 11 q: •❖••. J 1 g C3.01 STORMWATER FACILITY PLAN AND DETAILS SS - SANITARY SEWER ` re �` � MH - MANHOLE � o IL �.-.-.w...-.. /� f / / C3.02 SITE DETAILS CO - CLEANOUT Z cn ° • ""''°;" G P - CASTOIR(}N D STEEL PIPE IMPERVIOUS AREA SUMMARYCD ca Tana �. A / \ C3.03 SITE DETAILS A th S. . ,,%-, � '' ' ♦ ELEV - ELEVATION 4 `.oroAvA in e;o, / / C3.04 STORM DRAINAGE DETAILS is 1 * � •-•�-�� . BOW BACK OF WALK ELEVATION EXISTING OFF-SITE: 12,183 SF ix 1 %,.� ��” � /`/ / C4.00 UTILITY PLANDC - DEPRESSED GUI IU' ELEVATION PROPOSED ADDITIONAL OFF-SITE: 506 SF y+ "::::t'' --.1,1_,...- 1 . TI .o =. `- '=� j f_z DN - DRAINAGE NOTCH ELEVATION:.,! E-1- ' .' \ Oq /. TOTAL OFF-SITE: 12,689 SF ' "•• f kkt C4.O1 UTILITY DETAILS FG - FINISHED GRADE ELEVAl10N/. _ �: i G - GUTTER ELEVATION kEXISTING ON-SITE: 4,543 SF �,41 � Q. * y`' 6 ,� / . EC1 EROSION CONTROL PLAN SW - SIDEWALK ELEVATION PROPOSED ADDITIONAL ON-SITE: 6,213 SF ¢ h" TC - TOP OF CURB ELEVATION in co '' lTir..o-io : £: / j / ' FINAL ON-SITE IMPERVIOUS AREA: 10,757 SF,ao;�.:--„�o��-_�. � .... EC2 EROSION CONTROL DETAILS •- / / , TP - TOP OF PAVEMENT ELEVATION N �` '� �, L1.0 URBAN FORESTRY PLAN AND LANDSCAPING TW - TOP OF WALL ELEVATION v C1 ; ' L1.1 URBAN FORESTRY TREE PRESERVATION PLAN cl ';i(j.:::?' ils ri / G. # i. / ` o i4°1. ...,�• 1 q9-, . i il_ / co LEGEND ,�F a j.. ENGINEER'S NOTE TO CONTRACTOR �� W -11 . . PROPOSED EXISTING -, N N E ♦ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURESN { SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO ® PROPOSED STORMFILIER CATCH BASIN oco EXISTING CLEANOUT AS NOTED 1 • Z , + . o ° ♦ THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE \�` EXISTING CATCH BASIN `a.; \. <W N UD d * / SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PROPOSED GLEAN-OUT -� ` V)0 c $ .f 4 / PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE EXISTING SIGN m o 8 / � DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND •n PROPOSED BUILDING DOWNSPOUT oma. / . // RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR �' EXISTING TELEPHONE PEDESTAL v ,x J : NOT SHOWN ON THESE DRAWINGS. # PROPOSED LIGHT POLE ID/ `� W a / / A ' QQ EXISTING IRRIGATION CONTROL VALVE t :ow care THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ` 22O— PROPOSED MAJOR CONTOUR LINE EXISTING FIRE HYDRANT !1 artgRESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OFT �1 / CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ANDN-----219-------- PROPOSED MINOR CONTOUR UNE �t EXISTING LUMINARE .,---.,--G4 p PROPERTY;III THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO �' ... IIPROJECT BOUNDARY EXISTING DECIDUOUS TREE N� • NORMAL WORKING HOURS; AND NAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL W W PROPOSED STORM DRAIN UNE %� EXISTING EVERGREEN TREE LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK / ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF so . PROPOSED STORM DRAIN UNE 195 --- EXISTING 5 FOOT INTERVAL CONTOUR 0 PRO'? a THE OWNER OR THE ENGINEER. �<cS / SS SS PROPOSED SEWER LINE Zi — _ --194 -'- ------- EXISTING 1 FOOT INTERVAL CONTOUR \S �yscit 's0 cn CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT — — ei •':�,�.• .R� G • C . PROPOSED SIDEWALK - EXISTING EDGE OF PAVEMENT (14 5 •OS ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. w' :r' X X EXISTING FfNGEUNE ,.�'” k NOTICE TO EXCAVATORS: NW NATURAL GAS PROPOSED CURB Cn`� • f ,•• ATTENTION: OREGON LAW REQUIRES YOU TO POTENTIAL UNDERGROUND FACILITY OWNERS 14-FXSD XSD EXISTING STORM DRAIN-F lam-bpm 503-226-4211 Ext.4313 PROPOSED BUILDING GD �/�' 11' .�P� FOLLOW RULES ADOPTED BY THE OREGON AFTER HOURS 503-226-4211 0 c_ UTILITY NOTIFICATION CENTER. THOSE RULES � / XS5 XSS EXISTING FENCELIKE D , Safely. 503-464-7777 I z� 2417 11. 01 XW XW EXISTING WATER LINE ARE SET FORTH IN OAR 952-001-0010 CENTURY LINK 1-800--491-0118 THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY tri THROUGH OAR 952-001-0090. YOU MAY Cali the Oregon One-Call Center VERIZON 1-800-483-1000 INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE (1) FOOT OFA SURVEY P - EXISTING ROWER LINE SHEET OBTAIN COPIES OF THE RULES BY CAWNG THE DIAL 811 or 1-800-332-2344 COMCAST 1-888-824-8264 MONUMENT LOCATION SHOWN ON A SUBDIVISION OR PARTITION PLAT. NO DESIGN T EXISTING TELEPHONE CENTER.(NOTE: THE TELEPHONE NUMBER FOR THEEXCEPTIONS NOT FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT o CITY OF TIGARD WATER, G EXISTING GAS LINE CO O� 4 OREGON UTILITY NOTIFICATION CENTER IS EMERGENCY TELEPHONE NUMBERS DAY: 503-639-4171 CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED WITHIN THE r (503)-232-1987). SEWER AND STORM NIGHT: 503-639-1554 PROHIBITED AREA. NI- WASHINGTON COUNTY 1-888-824-8264 1 A.: CITY OF TIGARD CASE FILE NO.SDR2096-00009 0 0 (SI W N v O GENERAL CONDITIONS GENERAL CONDITIONS (CONT.) STREET& STORM DRAIN t� 0 z 0 . O 13 13 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL CODE, 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE 1. STORM PIPE SHALL BE PVC ASTM D-3034, ASTM C76, C-900, OR DUCTILE IRON (SEE SECT. 106.10 FOR CONDITIONS.) STORM DRAIN LATERAL PIPE SHALL BE WHITE IN COLOR. SERVICE LATERALS SHALL I- 0 tu AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL WILL BE BE 4 PVC CONFORMING TO ASTM 0-3034. CO , RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALLin 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND ASSIGNMENT CHANGES. 2. ALL TRENCH EXCAVATION SHALL CONFORM TO APWA DIVISION III, SECTION 301.1.01, AND SHALL BE UNCLASSIFIED. J U o � ILO o HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT EDITION. ,Q - U t- O Fe 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR 3. PIPE BEDDING MATERIAL SHALL BE CLEAN CRUSHED ROCK WITH A MAXIMUM SIZE OF 3/4'-O", UNIFORMLY GRADED FROM COARSE TO FINE OR AS APPROVED BY AGENCY OR CITY. LI.. C Ui 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITYS STANDARD SPECIFICATIONS AND, EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON' RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, W ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CHAP. 437, DIV..3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF 4. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEE I FROM THE MAIN :AND 10 FEET INTO THE LOT. THE END OF EACH LATERAL SHALL BE MARKED WITH A 2"x4" PAINTED WHITE, EXTENDING FROM L C.) �.,. CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. ANY/ALL ASSIGNMENT CHANGES. " Lic THE INVERT TO A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, WIN THE DEPTH FROM THE TOP OF THE 2"x4 TO THE INVERT WRITTEN THEREON. C4 a ^ � 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO 5, COMPACTION SHALL BE PER APWA DIVISION III SECTION 301.3.07. CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND METHOD USED TO ACHIEVE REQUIRED COMPACTION. "'I ..J 4t nC CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY Q 04 V AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF 6, TRENCH BACKFILL OUTSIDE OF PAVED AREAS MAY BE EXCAVATED TRENCH MATERIAL CONFORMING TO "CLASS A" PER CITY STANDARDS & SPECIFICATIONS. COMPACT TO 95% AASHTO T99- TRENCH N AND OTHER SERVICE PROVIDERS. RIGHT-OF-ENTRY OR EASEMENTS. 0 BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4"-0' CRUSHED ROCK, COMPACTED TO 95%. (1-99). COMPACTION RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF TIGARD. 44L (,/) 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY 7. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 1-1/2"-0" CRUSHED ROCK. THE ENTIRE W Lt) N O WORK. DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. SUBGRADE SHALL BE THOROUGHLY COMPACTED TO 95% AASHTO T99. 5 1.0 Ni-- E- 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK, AND SHALL t AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. • .. 0 CO 0 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC (QUARTERLY) & CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN EFFECTIVELY MAINTAINED. MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING & PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETNEEN THE HOURS OF 7:00 A.M. TO 8:00 P.M. THIS THREE (3) YEARS PERIOD, THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC 9. ASPHALT CONCRETE PAVEMENT MIX TO MEET THE CRITERIA SET FORTH IN THE LATEST °DOT SPECIFICATION 00745, AS MODIFIED BY WASHINGTON COUNTY. SUBMITTAL OF THE DESIGN SHALL ' DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS.. PRIOR TO CITY FINAL ACCEPTANCE FOLLOW THE REQUIREMENTS OF THE LATEST COPY OF THE ODOT CONTRACTOR HMAC DESIGN GUILDEUNES. OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. 10. ALL MAIN STORM SEWER AND C.B. RUNS SHALL BE THOROUGHLY CLEANED, MANDRELED IF PVC, AND VIDEO TAPED FOR ACCEPTANCE, PER R&O 04-09. BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. 11. COMPACTION FOR ROADWAY EMBANKMENT AND ROADWAY SUBGRADE SHALL COMPLY WITH APWA 204.3.09 . THE MAXIMUM DRY DENSITY OF COMPACTED MATERIALS SHALL BE DETERMINED BY AASHTO T99 OR T180. 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (121 FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY GENERAL NOTES 12. USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS, CURBS AND DRIVEWAYS.PER CITY OF TIGARD ENGINEERING STANDARDS. CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 1. ALL ROAD WORK TO COMPLY W/ CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS. WATER SYSTEM 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FORA PRECONSTRUCTION MEETING. 2 THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND SHOWN FOR INFORMATION PURPOSES ONLY. THE 1. THE CONTRACTOR SHALL MAINTAIN ONE SET OF CITY OF TIGARD STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES.CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION AND SHALL COORDINATE WITH THE 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR SURVEYOR THE LOCATION, ADJUSTMENT OR REPLACEMENT OF ANY UTILITY OR RELATED STRUCTURE AS MAY BE NECESSARY. CO 2. NOTIFY CITY OF TIGARD, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCHEDULE APRT-GONSTRUCIION MEETING. TELEPHONE 503-639-4171. TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. (CWS LINE LOC. 503-681-7044). COMPLETING WORK COVERED BY THE PERMIT. 3. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA AMERICAN WATER WORKS ASSOCIATION STANDARDS. 3. CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF TIGARD FOR REVIEW AND APPROVAL BEFORE CONSTRUCTION ( } 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL CAN START. . BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO NE 4. ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION: Z CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO 4. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE 5. ALL PIPE AND FITTINGSCEMENT-LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE 'MOW JOINT DUCTILE IRON, CLASS 52. AU. FITTINGS SHALL BE MJ THESE GENERAL CONDITIONS. CHANGES TO ANY OF' THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASE AND ALSO MAINTAIN AT LEAST ONE (1) SET FOR AS BUILT DEVELOPMENT. MECHANICAL JOINT) UNLESS OTHERWISE SHALL BE DUCTILE IRON,R PERFORMANCE. 5. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS TESTED IN ACCORDANCE WITH THE 6. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE 3/4"-0" GRAVEL 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND SPECIFICATIONS PRIOR TO DELIVERY OF MATERIAL TO THE SITE, ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE FROM THE SITE AT NO ADDITIONAL COST TO THE OWNER. PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 7. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36' OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 6. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION REVIEW SERVICES RELATING TO 8. POURED CONCRETE THRUST BLOCKS OFAT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS). THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS THE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED FOR THE STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME CONTRACTOR TO PERFORM HIS/HER WORK. ORDER IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 9. ALL 2" WATER SERVICES SHALL CONSIST OF A MJ X 2" IPT TEE AND 2' IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. 7. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, ROOTS, TOPSOIL AND OTHER MATERIAL IN THE ROADWAY AND 10. ALL SANITARY SEWER LINES WITHIN 10 hII LATERALYY OR 3 FEET VERTICALLY OF A WATER MAIN SHELL BE ENCASED IN A REINFORCED CONCRETE JACKET 6' THICK FOR A DISTANCE OF 19' ON BOTH 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING NE CLEAN IN ALL STRUCTURAL FILL AREAS INCLUDING BUILDING ENVELOPES. MATERIAL SHALL BE DISPOSED OF IN SUCH A MANNER AS TO WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO MEET LOCAL REGULATIONS. SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. ACCOMPLISH EFFECTIVE EROSION CONTROL 11. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH.A STATIC PRESSURE 8. CONSTRUCTION VEHICLES AND EMPLOYEE PARKING TO BE ON SITE. NO PARKING TO BE ON PUBLIC RIGHT-OF-WAY. 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUST, GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND 12. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING MATERIAL VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE HEALTH AND CITY REQUIREMENTS. THE CONTINUOUS FEED 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED DEMOLITION NOTES METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L. (MILLIGRAMS PER LITER). THE o THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED- THE CITY MAY DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCUIM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE ATA MEASURED RATE WHILE FRESH (POTABLE) WATER IS P 1. CONTRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING DEPARTMENT PRIOR TO STARTING DEMOLITION ALLOWED TO FLOW THRU THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION OS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL5E WORK. TO DESTROY ALL NONSPORE-FORMING BACTERIA TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST v) v 10 MG/L AFiu SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT Z w 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SETQ 1=5 FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY 2. REMOVAL OF EXISTING INTERIOR FENCES, SERVICE UNES (AERIAL & UNDERGROUND POLES, MISCELLANEOUS ITEMS NOT SHOWN SOURCE SUPPLY. _ a CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES AMD THE CLEANUP OF DEBRIS IN THE CONSTRUCTION AREAS ARE ALL TO BE INCLUDED IN THE REMOVAL BID ITEM. DISPOSE OF THE DISINFECTED WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTED WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF E SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. W o 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE REMOVAL OF EXISTING UTILITIES OR REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24 HOUR RETENTION PERIOD PRIOR CC OE 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF PROPER DISPOSAL AND/OR FILLING ACCORDING TO DEQ/WASH. CO. SANITARIAN, IF THEY ARE TO REMAIN (SEPTIC TANKS, TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. to, WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE LINES, ECT). IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTER co NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF 503-681-7018 TO APPROVE THE FIWNG OF ANY SEPTIC TANKS & REMOVAL OF ANY EXISTING WATER WELL 13. WATER METERS WILL BE INSTALLED BY THE CITY OF TIGARD UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE _ 'a THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY , WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 4::. ME FOR COMMERCIAL MULTI-FAMILY, INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM 22 A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACFLOW PREVENTION a (5, DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER WITH THE RESULTS FORWARDED TO THE CITY OF TIGARD WATER DIVISION BEFORE WATER SERVICES CAN BEGIN. AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. . SANITARY SEWER SYSTEM co THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE 14. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KURFERTE FOUNDRY, ST. LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2'-O" BURY, WIN A 3/4" FIAT (FEMALE IRON PIPE c$ 'n WORK. THREAD) INLET AND A 3/4" UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING.. WHEN OPENED, THE SAMPLING Zco ETC.) AS MAY BE 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE CLEAN WATER SERVICES (CWS) OF WASHINGTON STATION SHALL REQUIRE NO KEY FOR OPERATION, AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO coy 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, COUNTY (AGENCY) R&O 07-20 STANDARDS AND SPECIFICATIONS, AND CITY OF TIGARD ENGINEERING STANDARDS AND DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREE/LNG, AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH SPECIFICATIONS THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. PIPING WILL BE BRASS, AND A 1/4' BALL VALVE SHALL BE PROVIDED IN PLACE OF THE 1/4" PET COCK ON THE VENT PIPE. NE 2. MAIN UNE PIPE SHALL BE 8" PVC AND SERVICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM D-3034. SANITARY SEWER PIPE os 24. ONE AS-BUILT DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVEDIII SHALL BE GREEN IN COLOR. ho CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE OPERATION OF VALVES IN THE1IGAEtD WATT VICE AREA IS PROHIBITED a o PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE 3, SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 Fttl FROM THE MAIN AND 10 FEET INTO NE LOT AND SHALL HAVE MAGNETIC as o (FORM ATTACHED). TAPE INSTALLED OVER THE PIPE AS PER CWS DWG 520 (SEE SHEET 32). THE END OF EACH LATERAL SHALL BE MARKED WITH A 2"x4" n, C P.N c,1 E 25. A SEWER SYSTEM AIR-TEST AND (V.H.S.) T.V. TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER OR BOTH THE STORM PAINTED GREEN EXTENDING FROM THE INVERT TO A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE , D m ti) 2°,n' o vi TOP OF THE 2'x4" TO THE INVERT WRITTEN THEREON. _ Ea AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY � c t�0 ,T 4 BUILDINGS TO THE SEWER SYSTEM. tze ¢,",,,17*M iu ta 4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% WIN A MAXIMUM GRADE OF 100% (45'). g c° '- 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S .p, �A ,? Nate'$ CS CS EI1 O4 � C� INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE #.5.) 5. ALL MAIN SEWERS SHALL BE BALLED, FLUSHED, THOROUGHLY CLEANED MANDRELED AND AIR-TESTED AFTER THE BACKFILL IS PLACED (zow E AND COMPACTED. A DVD VIDEO, REPORT AND AIR-TEST RESULTS SHALL BE PROVIDED TO CWS. MANHOLES SHALL BY HYDRO-STATIC 2 m ":3 27. THE CITY'S INSPECTOR.MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM NE PERMIT HOLDER, OR VACUUM TESTED. ALL PRIOR TO AC PAVING, AND AFTER ONE YEAR. TREE REMOVAL �k' ► w dX 3 PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH , 6 TESTS/REPORTS..SHALL BE PROVIDED AT THE PERMIT HOLDERS EXPENSE 6. TRENCH BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4"-0' CRUSHED ROCK, COMPACTED TO 95% (T-99). COMPACTION NOTWITHSTANDING ANY OTHER PROVISION OF THIS TITLE, ANY PARTY FOUND TO BE IN VIOLATION OF THE TREE REMOVAL CHAPTER (INCLUDING BUT NOT LIMITED TO REMOVAL OR DAMAGE TO TREES NOT APPROVED ,f�N m ; RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF TIGARD. FOR REMOVAL) SHALL BE SUBJECT TO A CIVIL PENALTY OF UP TO $500 PURSUANT TO CHAPTER 1.16 OF THE TIGARD MUNICIPAL CODE AND SHALL BE REQUIRED TO REMEDY ANY DAMAGE CAUSED BY THE VIOLATION. °R 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH SUCH REMEDIATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION- 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER A SET OF PLANS SHOWING THE AS-BUILT LATERAL LOCATIONS. A. REPLACEMENT OF UNLAWFULLY REMOVED OR DAMAGED TREES IN ACCORDANCE WITH SECTION I 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT & PLUG CONNECTION TO EXISTING SANITARY UNTIL NEW LINES ARE TESTED AND CONNECTION IS APPROVED BY THE CITY. 18.790.060 (D) OF THE TIGARD DEVELOPMENT CODE:; AND 4 HOLDERS EXPENSE. 9. CONNECTION PERMITS REQUIRED FROM CITY BUILDING DEPT. B. PAYMENT OF AN ADDITIONAL CIVIL PENALTY REPRESENTING THE ESTIMATED VALUE OF ANY UNLAWFULLY N 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAVE BEEN REMOVED OR DAMAGED TREE, AS DEIERMINED USING THE MOST CURRENT INTERNATIONAL SOCIETY OF 'o- PLACED. - ARBORICULTURE'S GUIDE FOR PLANT APPRAISAL RFD PROS ONLY THOSE TREES AUTHORIZED FOR REMOVAL BY THE CITY'S CASE FILE SDR2016-00001, AND ANY TREES THAT ARE EXEMPT MAY BE REMOVED BY THE APPLICANT. c.) IF IN THE PROCESS OF CONSTRUCTING ( 0 1 s�/� 1";Q .65 > 'ta IMPROVEMENTS, IT IS FOUND THAT REMOVAL OF A TREE DESIGNATED FOR PRESERVATION MUST OCCUR, THE APPLICANT WILL BE SUBJECT TO MITIGATION FOR 100% OF THE CALIPER INCHES OF THAT TREE. ANY ..�- TREES DAMAGED OR REMOVED WITHOUT PRIOR CITY AUTHORIZATION WILL CONSTITUTE A VIOLATION. AI IP- AV ZZ �� 'j ` 11, ''�0 4�L' U EXPIRES 12/31/2017 Lim. (I) in SHEET14-3 00.10 N a: CITY OF TIGARD CASE FILE NO. S©R2016-00001 '�' C1 a a N W1 et r Z O Z • 0 11.1P igii; U} _ • W °o xtn ___ ,.... __. --- 0 UJ cn Ai...._____ ......„ __. i o Q Hr. uGC .114____ CI ILI Nrr `-r �� _----- ` „ �y�y �y ■ iii 1!320 10' rr rIII4 MEM - X -- SCALE: r = 20' N I- 0 CO , i Pry ck 0 in �' ` E!7 r M 0 coca 4" POSSIBLE SANITARY 1)4111-1.-- EXISTING BUILDING� X15' STORM EASEMENT :�, �,SEWER STUB --.. — PER DOC, NO. 85-005074CI''-Nrier-ut- — — �- — _ — — _ '' SITE LOCATION —244— _ '� XSD XSD D r� �'-' ►4 • illi--111R-727gratilkUPINIAIUN, - j�S �i�' XS0 5' SLOPE EASEMENT �`�,�� XSS XSS XS_ah� XSSX' S .• XSS X'�``'� X5 ''' 4 6::------y }��/; `�+, PER BK. MPG. 296 do / 10"CEDAR IIIL f `� \ S\ r� SS ; 6 I 4• BK. 342, PC 258 TAX LOT 9100 / / &• �l1 -' �— LOCATED IN THE SW 1/4 OF SECTION 2 WALL 1 -- }�O \® X11,- �� / T.25., R.1W., W.M. V��. 10 CEDAR -246 \ // o �� Gam, CITY OF TIGARD, x / k,. ' ° I / ' WASHINGTON COUNTY OREGON k , [ LIMITS OF CONSTRUCTION 4 --..,A....... / Cl 0,,,, /0 "CEDAR ; i I �' w \ ` �° � 1i / " / '` �, \ z\ v o� / A. < IAS r — — / p. A' sv f .w. / / 10CEDAR • / LEGEND (a ` ArrF s�T cG� \ ,/ / . DEMOLITION KEYNOTES00 3 �� -- P_ - I•C. NON 2008065467 eAz& a o \ TA,' LOT 9000 (2 , Z Z LOTa \ F ,� W< '` - , • / ow EXISTING CLEANOUT AS NOTED p / LIJ ♦Eo4é7/' / — EXISTING CATCH BASIN �/�° 1436OF EXISTING ASPHALT TO BE �AR I _ ; ` � 44"/ OREMOVED. v EXISTING SIGN/1 / •`'` J '� WSION SAWCUT AND R OVE 8 LF EXISTING CURB EXISTING TELEPHONE PEDESTAL ❑ �/ \\ ) / � �'.--. \� i CLEARANCE CI EM 4 �� W 0 10"CEDARi . �� '1 �, \.>, / EASEMENT \ Q \ \ �� ° ' '' -. / ti / EXISTING UTILITY VAULTS TO BE ABANDONED D4 EXISTING IRRIGATION CONTROL VALVE Z 2 10"CEDAR ° / \ / / \ I`2Q `\ f / Q/ EXISTING FIRE HYDRANT 0 w 15' SANITARY SEWER \ / r\ ii \ S �-, , �. �� IDENTIFY AND RE-LOCATE EXISTINGEASEMENT PER DOC \ �� \ �c U ❑ NO.8300097.5 " 00� \` ,ti \ \ �O ��. VI// O ELECTRICAL AND TELEPHONE VAULT AND EXISTING LUMINARE l P / • ':" \ / o o k� i4. ASSOCIATED UNDER—GROUND LINES EXISTING DECIDUOUS TREE 12 CEDAR c`nn ,24I. // ,` \ 4s VAULT / ' / / �:3 P 1/ ` `� ° •°O• N. )11, • EX1577NG EVERGREEN TREE 10 CEDAR . ' � / '� H I J 4 0 P - // �6„ ca \ / "-� F O �y't+� �� --I95— — EXISTING 5 FOOT INTERVAL CONTOUR o TAX LOT 9100 / +0s 10-CEDAR °X:,: 11 750 S.F. / %A/Sp \ ^ -246 —?a e, /. Wr�/ ♦ — —199 — — — — EXISANG 1 FOOT INTERVAL CONTOUR 10"CEDAR ° d / s ' , �0�. �� r . - - �/ N/ I3 4 r / ♦ EXISTING EDGE OF PAVEMENTCZI 10"CEDAR \ T -- / Si)/ 4 (t? p• / \ ?0,,,S ` 1 -\ X X EXISI7NG FENCELIKE Z ° / V V• / 49 / . XSD X S D EXISTING STORM DRAIN / , 4 . XSS XSS EXISTING FENCELIKE z o, / T %i o N / r / XW XW EXISTING A GSE 3 / �/ ¢ A. . WATER UNE N�E�R 16, PG` 2 // /// ' / r Jeek •'/ Cii to /• CC E7!lS71NG POWER UNE z w N �(. ( yi/ ` / \ i! T E7lISTING TELEPHONE NB 1O"CEDAR .f A al! ,- / / TAX LOT 700 * �;� C EXIST7NG GAS UNE jSTUMP CUT OFF / / /11 --- / ,.. i„iiikt / co\ /) 2 10"CEDAR r 249\ / /% \ / lO'CEDAR Z // \ / iii / . 10TEDARall // �;x .TRANSFORMER /�Ili' .250 / ® / �� o elkUNDER GROUND UTILITY NOTE SURVEY NOTES LOT 2 r2�Ec. 4 / • o fib' 8 DEC. ( 44 / / 4`.' ® , ; PRIOR TO THE BEGINNING OF CONSTRUCTION, THE DATUM FOR THIS SURVEY IS BASED UPON WASHINGTON COUNTY J BENCHMARK NO. 949 Z r h, �,, /% / �► THE CONTRACTOR SHALL POT—HOLE AND FIELD ELEVA7TON=269.59 WASHINGTON COUNTY DA1TJM. /' VERIFY THE LOCATIONS, SIZING AND 1O CEDAR 42 51 1 / Q / j ATR LE 5600 SERIES ROBOTIC INSTRUMENT WAS USED TO COMPLETE THIS ', o 0Z3 h ELEVATIONS OF ALL EXISTING ON SITE • z 10"CEDAR 4 ; . 7 UNDER—GROUND UTILITIES AND REPORT ANY BOUNDARIES WERE DRAWN PER PLAT AND MONUMENTS FOUND. THIS /S NOTA � cn '. , BOUNDARY SURVEY.. NO PROPERTY CORNERS WERE SET IN THIS SURVEY. "-op WALL II cn �, _ / x . DISCREPANCIES TO THE DESIGN ENGINEER OF w Vic.. t . iopil / NO WARRANTIES ARE MADE AS TO MATTERS OF UNWRITTEN T77LE, SUCH AS rn'-o' o- RECORD IMMEDIATELY. ADVERSE POSSESSION, ESTOPPEL, ACQUIESCENCE, ETC r`r �` �'z .cp,(1)) L ° <W�� m :crii0"CEDAR . / THE UNDERGROUNDUTILITIESASSHOH+NONTHIS MAP NAVE BEEN LOCATED r 4 +� . . / FROM FlELD SURVEY OF ABOVE GROUND STRUCTURES AND AS MARKED BY ,-•'1- N 0 0 0 41111P / . _ .: ,� �1 OTHERS THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND 'm v C►� ( ' / UnUTIES SHOWN COMPROMISE ALL SUCH UTILITIES !N THE AREA. EITHER !N I %, g Z rn�n E . y ! V . SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT `�`��' '"' ► ' V \ I ` THE UNDERGROUND U71U77ES ARE IN TIE EXACT LOCATION INDICATED, - 1 x 3 ��-� 3 J' AP ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS ti3 if _x POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY `�_; ! m _ _ G'4 . / LOCATED THE UNDERGROUND U77U77ES SUBSURFACE AND ENVIRONMENTAL co" o f t� 41. CONDITIONS WERE NOT EXAMINED OR CONSIDERED ASA PART OF THIS SURVEY. ,� �� / . NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR I OVERHEAD CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR j Da a SSX 5Sx Ej A �� DEVELOPMENT OF THIS TRACT. THIS SURVEY DOES NOT CONSTITUTE A 7T7LE V x SEARCH BY SURVEYOR. o c. ., NO TITLE REPORT WAS SUPPLIED OR USED IN THE PREPARATION OF THIS MAP. I • THERE MAY EXIST EASMENTS, COND177ONS, OR RESTRICTIONS THAT COULD c� / . AFFECT THE TITLE OF THIS PROPERTY. NO ATTEMPT HAS BEEN MADE IN THIS LOT 1 0 SURVEY TO SHOW SUCH MATTERS THAT MAY AFFECT 7771E1PROF` Ca ./ / . iv 94E4 N "4685 a cn / ♦ Aiii, ., DAN!E\-cc 3 .41114111" /I CORES: 12/31/2077 1 SHEETErn cri 0 C'l .00 N CITY OF TIGARD CASE FILE NO.SDR2016-00001 k fN 0 — ?C I li V /w f N +fir /" •♦. �•♦. 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INN:44 >y' KEYNOTES� I • 5.25 / -a, I Ul d`, 4 "' / O 6° VERTICAL CURB AND GUTTER. SEE DETAIL SHEET M _: 23.75 a n \ (7.) CONCRETE SIDEWALK. SEE DETAIL SHEET ffl iryr 7.00' a _ 6M STANDARD CURB. SEE DETAIL SHEET. zNa 1;i1 1 1 `x �� :cc) � r< :O •--q--..-- C) O AC PAVEMENT. SEE DETAIL SHEET. t401/ � �5.00 4 ��s��►�ier Yra�. / C) t, AC SAWCUT. MATCH EXISTING PAVEMENT ELEVATION�`A r�`' �/ ! 6 PEDESTRIAN RAMP WITH TRUNCATED DOMES PER ADA REQUIREMENTS w1 I . o•; e0,l: y - , 0 O � o 0DI 18 ' / W 11.0x' 7BICYCLE RACKS. SEE DETAIL SHEET. ,,co DE.:8�' � $ CURB STOP PARKING BUMPER. SEE DETAIL SHEET. °'aa in ° Q! I;, Qat // aa' : crp �/ _ . NN, 1 J STRIPED PEDESTRIAN AND BTCYGLE PATHWAY.�...''s.00 a n 1, gib I e '-'' 17.00' /inO :.........., . .... I I �� VAN ACCESSIBLE / '�O PEDESTRIAN HAND RAIL SEE DETAIL SHEET. m-a o :15 / . f ! _ PARKING AREA '�' EXTERIOR CONCRETE STAIRS. SEE DETAIL SHEET.°`. 3 1 cn I x9.00 c co al N 'N'ING ''''' r N te' co -- I 16.50' . 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"'g' !'_•-F mi?z�-:_.rs�sr.�..•d_--.w-a;.,..,�s:� ar.a:,c.ar.-•ru Jn�-:. -- -_e VOA, ♦ e• i . - ♦. ♦ / / w.n ,?]•":aa::+c;r-a:n:i::xrx -asr5-ase= s ..•r:aria .- s.r r ,,:5ana._^a'._.. :s�,�.�.... i s a: z •n:rP+a.c:c...?4e'�,; 4 _ -r� - A-A A 3.r, _ -4- +a as,.. ♦. ..1 / ,...-:....,..r.,.-.Y .-. .., sr_ _ -s�-,...r •z: _- S,' it'FF s:•asap-a._... ..:tFsr<?"'x�.'_:::s _ _ -.eR v:r; • \ .r....: - :?•- �':.•.. _ E'r za. ..s.E?^'r - _ - E. _'P ,:-is •1-•L, ,, tt.-Ks--r-nr.,rlN,1-.. :�_-..- tom-r ' -s -."...'- I_i -?'r.a• ...., ,;:kp 3, r.r a.,r+... _ r ..._. _,, x 7 ..... _. t ciF=" '»_i. 17av- ,� .a ., s,4 ra --n :•e... r..� i•'..:1c.: c:• I:u•:irss�elxcc:r-'s..... cf _.__u::. _ s a.n.:"r".x5i::fa- rr:.x.-: s:5__:...�"-'r. :� -.erl�.��e-�.-e.• _ `R~: `y. _ a:rrrn.::zu:.c-,::. :.-..37!.1.3:-;F:'it•::..-...r'iw,..�._. .-_._:if. !.__-.nsrsa•-ti:c. __ __ __- _ _....I.... ^...i ... - J = e � ��' ♦♦� r . .` 1 - -4 : d* �a.1 r 1i d -}a JI ��.�.I�IIeI►.��eIg _ _ - ? " e,,--_._...-----....... r :. :;. .'. .•:. "'ca__ _ �� . r - .. .z .__,s... __ , . s'�'S_ dc. _ g: - r. ,.. ,E4-" �x......i.:..ac;r•c� :na - - - - eV:. R - _ v` `�o. CONTRACTOR TOAT sn •_;__�::_.t:I�z _ = POT HOLE AND VERIFY DEPTH .1 „r�..- •.::-°' ,wr 1..31::1.-E:-:-. "e:a _ _ r: a'�Fnr�i.. c'=r•'�+`x w °_-3..:=� }n�tY,. - ':� w♦ > L] ''•a[.. ,, .,.., ....AC 246.4x 1 _ ..i =igg..N:= :a:1.s« 3� .. 0%7.4,1..=Y��:-:, r_,,„:- .r x.F i x- �•,... ...ai. AC 245�8 .. rh ' I ...-._..._. rk.:�.:e_.. :...._ _- ..:..i w . �. - . _ �L� :,L=. TC 245.38 {_' AC 245.99 ME1! 'L _� rri.� / .-I .i:"Y F,-:.,$.FT_, •.C - i». L..._.-.r.r�' i ixR Sr'�.i' 1 ar:ft ::11:::.LS-:��' ". �'.'�'• . 1- _- .._ . __. 1 _.:.. /?...., .. 'j , •..-3.;,4*-2 u r..rx::.,:.i; :^.^- 5 : arms ,-•'. .. ._ ., .--....,,,T.,.T_ -c-,.....c.,----7:-.1--.H.,'`,- j*-- _ _..;f,.nyrsr.'- :r4V • - { <e ::�.Vx OF 6 30J4 ,. \I ..,.^. .-._ _ _-.,.- -__- ,, *� : ,, rr : EXISTING MAIN PRIOR TO INSTALLATION •,- 4,e /1. 247 tP'2:.‘", .s.- �p'� PIPE TO NEW FILTER CATCH BASIN. Win.: TC 25x.18 `°TC 246.03 ' �' ��a:=!'-�� _ AC 246.52 .+ CUT/FILL VOLUME z _:`iill r• �w�!► ' AC 246.25 ,x .- y �+ ,i►� ♦♦ / J x a . fi ` _ : _ / I T ti �ti. TC 246.80 \ ,: � ; Pq�� {"� Z o.0 TC 249.98 / 0 /9• \ ``r * / , y ._ - \ SDCB-1 RIM=244.97 1 ;-.,. ♦♦♦ / }N. CUT VOLUME - 20 CU. Y0. 0 J C PL C:1 On N 11.AT; C► I \ V / ' . 4 : .,, \ '' MATCH EXISTING AC �° �." r : ;:♦♦ FILL VOLUME 570 CU. YD. / 1 \ ii f _ _ i=r // / r NET = {FILL} 550 GU. YD. p / I \ N. Q t a.•r r� '. ` \ \ �:r \ .........../�.. j�3 • G+' ,Y•, y" �+ �, + �,Y / �/ , r ,1' :_ THESE NUMBERS ARE CALCULATED FROM EXISTING �y \ }� _�i, GROUND SURFACE MODEL TO FINAL GRADE SURFACE 0 v, =�: i I \ ti °�' \ �� MODEL AND DO NOT REFLECT THE ADDITION OR �L►� \ '' k� SUBTRACTION OF CONSTRUCTION MATERIALS SUCH /x 1 i 1 N. if,"*;±.4.1) r \ !►��- dtitv AS CONCRETE, ASPHALT, GRAVEL BASE, ETC.) CO - i ..--- ---- 4 ; .11:-677tV.';.' I N 1 - /I a�s 'r- - -Ynse+f / GQ -L,,. � +••1--v-s1 I - P4 .7 • 1:;1' - e ..... UNDER GROUND UTILITY NOTE 1 ;::::., x1 i :*€# 1 NEW BUILDING mac° N.- „,„,,,,,„:„,-------,40,--..,.-::,,7--,•.771,..„-_-„,(i.„ _ PRIOR TO THE BEGINNING OF CONSTRUCTIONo T. 'SW 24$.31s. ; , .,. THE CONTRACTOR SHALL POT HOLE AND FIELDCa _ �� 1 /� ` Mi //I +tp'IArI THE OC S S oI AC 247.8sVER FY L ATION , IZINGAND-----, / 0 ,j. : \ / \ r. }r;�_ / ;� X5`1 x - ► - ` i I/ ELEVATIONS OF ALL EXISTING ON SITE / -L - las- - - _1 f ° 1 / , =» F TAC 247.97 - ii• UNDER-GROUND UTILITIES AND REPORT ANY I - �, / O p 1 / .;;r-' TC 249.97 c 1 \ \ "� ,;� N. , o a \- _ DISCREPANCIES TO THE DESIGN ENGINEER OF U, 6 �P \� / . - RECORD IMMEDIATELY. LI o 0 0 N ° 4 - v r..,_„:„...„: A 6" INV=24fi.70 ' / + -247-_` ,� co / c, .....„ •/ /4 : - AC 248.49 r -...\as TC 250.17 Ell I i __} }�� ;' LEGEND e, p. r� ��•.�V�ICI •► 1. r,!:!,- - / / .-- L. .r ,i r x s. r 1 �4 ` ' '^"' LIMITS OF CONSTRUCTION ¢� a r .:., ... :'.,... i i .:12.! ..-j Iff/PAM% VA VA.... �nF�\,/��n'��e�e,F� // -•44&'- y 4 } GRADING LIMITS DAYLIGHT LINE ° ``` a At'kYAVAV4 AYA.AF j Ia. XZaO A NAT �1��%;r•`<�1e�e`e1a�• r'� ! = / � ) STORM DRAINAGE FLOW DIRECTION ,w. ,. „........: Et° PL FAVA ',.. , C4 I v, !\�+, 1►��A J>•Av.... �' i`sl�i�� w g -TC 250.17 ` / .E 0 /1 A s :� =:TC 250.37 �' /,, ! o I►1ei�i�►�rr1e�� . �+ /t� 5 w AC 249.91 co Q° r A i ' AC25057 a g"#Eli i :.:A •••�.•. .- �3 r _ , ss, , / 0/ G / KEYNOTES1 4s z 7I.I.IA►e/►"ril/ I ��y L V �,� h 3 3- rn E z al I g-� - 7.� ► k/ a "A'''.4' y q�i atrtL ,��1. �i ::1/4. (n G�4Luca ►��F�,4��I � �� $3��iAC 250 55� � AC249,87 (ME)• , , : 1 �G� , - �'44 / /� 1aACPAVEMENT. SEE DETAIL SHEEL e q Et z c ., . �4�� •/_ ;,:.. AC 250.80: = - _ ti 7 c�r l,, �e� . 1ta7 3,°- :.�• Q AC SAWCUT• MATCH EXISTING PAVEMENT ELEVATION _-\.. �'to`� o 47-644 Krt.:4 x �c�\� 1 �i � X77 AC 251 411 a � 41 / m o� V ��1\ ii 1 ° ///7?-'37t4:6714117,� r: `1` .., i ' a1' .. - REPLACE EXISTING CATCH BASIN WITH CONTECH STORMFILTER CATCH BASIN. � n E ; CD �' 1 7 '` ' %/��_!> .,�L` 2,,N.<s.? a... �� -t' .. A�C/�250.24 / s' 0 SEE DETAIL SHEET. a Z a IN'S 4 9 I -'-u,yr.i" e'�a+ ::0nza-p :rrt• ' `.r ' .I t TC 2JU.49 LIMITS OF GRADING - 1 / �,� ,74--:::+j,,,,,,._.4.,...:..,-::- d =r; STORMWATER PLANTER FACILITY P2. SEE DETAIL SHEET. , 1 �mxi'i--4 � �~AC 251.30Am_ : - � { N a•.��.' �; , " :M / I► ` STORMWATER PLANTER FACILITY Pi. SEE DETAIL SHEET. ' °' , Fc i,F 4,. .-. ,:��. AC 250.60 \ CDC) o ,{,.,,�, >a. rr¢y - TC 250.62 / 4,* (.5 �� // - :-.5, `1i,.:.ZEa� , © STORM DRAIN CLEANOUT x i� -:,�i_,. '•P..A CCC ! J.%` .. Et di A " � / CONNECT NEW 6" STORM DRAIN LINE TO EXISTING STORM DRAINAGE PIPE WITH - � r\. • 0 04 ° :;''TC 251.74 COMPATIBLE CONNECTION. CONTRACTOR SHALL POT HOLE AND VERIFY "� �a \ ADEQUACY.XISTING INVERT ELEVATION AND NOTIFY ENGINEER OF RECORD TO VERIFY pRpt . 3 'Pit :. 6i-hit.i 0 °r 'i e•-:,...,:.4.4-,-if: 0PROVIDE CURB INLET FOR STORM WATER FLOW INTO STORM DRAINAGE FACILITY. �4. a !],11 x _' rAC 251.24/ SEE DETAIL SHEET. t `1 fIT .. == /; 25245 // E.I'_..,. CY c0 FSP Q � : AC 252.03 'titt (ME) / 'Q / A1V1 E� - sz/s�/zon _::: ,., _ ..n •' `� to 41 / -,- .:N-s::•' •4 tW'- SHEET 41 il / -;e1 / r•-) I p 1 03.00 NI-CN r l . ry x \ / // CITY OF TIGARD CASE FILE NO.SDR20I6-00001 IQ `cv a 0 LV WN O ■ O o0 _ W ce c W a. OMNI. V44( o o LI a0NQ J J H � QX 0Cf) < cu- ree, E- W in 01 O ,.. A i , 1 .25a.2s TC x DS 111 ROOF DOWNSPOUT INLET " -:+•: •: : :.,', ' ;: . '' :•.'. RAIN DRAIN AND OUTFALL 1 ° • i :• PROTECTION J A.: j %1 ,� W BUILDING OFFSET AND III � 0, I 0 �L I?t� * , + " IMPERMEABLE LINER AS APPROVED \ �Q r ��i�r� `�� • f�f * ' `�' '" BY BUILDING JURISDICTION i }i� • ' PERFORATED PIPE MANIFOLD \ / /If 1 0(4STRUCTURQ w W W w :" BUILDING JURISDICTION I / d . Yl , I i '�` 1 1 \\ w ► . ..... �, • ________ ,, O El! 1') lii JJ L .'� W 4,41m. I / I 25D.2fi TC W W w W CD At . 0 1 I 1 < < imml \\ 246.00TC � s }�°\ 0 I , j �, 11 ` \ � 5iml !liti 25' 5' 10' 4 W+ J OVERFLOW TO N\ i ° x ��g/ �, \ i 6 TYP. 30' MIN. CONVEYANCE 04 246.36 TC / 1 I ,-f / I ��%i. FACILITY WIDTH I... ' a / o1:4&4160:1 �' 25D.44 TP f \ 0 ,--... , I 1 ,.44$ I .��1r0,1 SCALE: 1'. - 5 . 4 r4 r. w • r_ I '7 .�3 1 1 1 n e.1 , -'f�\' i r, v tl 2R MIN FREEBOARD Q \\ // � ° _�� I / i,/ :a _. '. � � t0nw 7 (►, i...... ��' 6 MAX POND DEPTH 1... \ // `'' • ' w� [T" All r l--�:II:� ilk , ,! I i I 249.76 TC :r n :' s l o -- . c.9 At ii-, , :-:is: KEYNOTESF .• � / / L46.3! TC .�. ,, ' a 1 t vim: �� r x K r f r'/� #fj'JI r"'-11...:-v i © / QI ' v �s�� ; f18MINGROWINGMEDIUM 7 - 1 . .,,..,, I , �. . S • • - g ft .-'•/ ,., O OVERFLOW PIPE f p "► 1-3..,, .. ■I1 1 0 IMP�� 'x--•'. ' a..c :� �'� 1, 1 r w / 1 �� `�� a - e' CP \. ,,,.:,,,;,:,_ ,;,;,;,;,;,;, +l 3 DEEP (3/4 1/4") CLEAN t. ° t`N / / ,' 1 1 elf r '�", �. - 0 PERFORATED PIPE f ♦ = - CRUSHED DRAIN ROCK // /-e / I / �y,,� s ��'� 44.1074 9' DEEP /1-1 2" - 3/4") / )41?\ a :ni m xm •,i•.•!�" �`� �,y \ } r fA / 1 1 -n•1 . 250.56 INLETS GRAVEL SPLASH-BLOCK AREA • ±•�j� �i��': =�*- 7.roz �'' CLEAN CRUSHED DRAIN ROCK t 4. i ti::4L],:' •'S1`aL"' �«fit 7 7 245.80 INLET-,..,,,,:l,�r le: ::= • . ( 04=1,- 0 t 1 . . r �..•. , t �z-0lqv-_: .. - __ �4 PIPE OUTFLOW �. % ,�� r 1 1 - •Ont. -. =YYr ? O{� O�OvYv v v�iODO , 'y1' OVERFLOW TO 25D.2fiICI = 7 --- 1.R N,g.: - 14 _ �� caNVEYANCE,.C.,�• �_ - 5cuRe zNLET 1�. �E;:� _' 'sem k"-•___ _Ma•r -•�� .�� -•�r�t• y�,�.xr.,:�- •4,,; tel 1 O�-� � ` � oth 0 � ( ,r_ 71-1. ';^' =- 9' 4.: s W �' I` ♦� � / rI�I' WATER PROOF PVC BOOT AND246 . �/ / a 1 1 `s� sKr :-rte a5 i•s.a f.,../...r �� •. + '1 ` � �1 ` r` `� A -� �(y r :.r: r ,, ill:taFt. -,:: ,;�-74 i, :_ 110 . . ✓ / `�I I I` ",�`��I-` CLAMP oR APPRavI:D eQUAt .o �^'J 4,, ,x"' `:''`''' �`� �` `FOU TION DRAIN PER DESIGN 246.28 TC • f . ^a \ / I q f - .�.. --,-,•=-- �: n m . . _ `r r IIP r ♦ f SECTION A---A NaTEs: _ f (pi A�.Zn : 246.81 `~ �r/ /�' ,© 1 i ♦ ,,,,,,11„.-IE:.:� _ -a;.r it}? _ 1,r',< ;^ ,, t.s.` ;; �` '�� 1. PRIVATE WATER QUALITY TREATMENT o 3 t�•,Kz Jnr, r.�. yrlilw S-ssw••a.x::ss:•. i,::rra::ra.: `C -• )'44243OINT ;. ; c �♦ '<,:.-° ,- __.^; 7TH:.'xv�__ • 'Nairn /Y \4 2. 30MINDTH - FACILITY LENGTH I / I �'S,1;T! :.r:��; t' '_�2:• _•••'7,-..-..4€.,,,_,.,7;:,..,.-...i0.31.:` _3� �,�R ,� ` TO BE CALCULATED BASED ON Ul to ° X �� r �` a ' � INCOMING FLAWS. O w n �;. ti I I � �- c_ � - '�' � �}• .�- 3 SEEPLANTUST EN L1DA _/ 1 / \ \ Y 'Kx = FACILI PlF2 avEGETATION4° 251.01 TP • _ ,I` : 1 TY HANDBOOK �•' \ ° f , mo_ .�.: .r_nz_ h �x �x �� 4. NO TREES OR DEEP ROOTED `..y / L�tQ.6 1 '� r z � n �, ryBOX SIZE (S�.) 220 SF 346 SF w ., I • \ I '4 r a� �`4 $�_ -_�: _:q,i,:� , T,,,„4 . VEGETATION OVER PIPING. I i '�' � _:- '��` 5. RAIN DRAINS AND OVERFLOW TO NNNai \ ° l J <•.-ra.s a- -.,n, sF,...' a OE PLANTS 253 398 MAINTAIN MAXIMUM LINEAR o c f .r ;:•� �-.�� ;.-:a:s.:s: „iE� ' '� SEPARATION. cZi - -.''_`eC�.1�i�t ri Xti `� dt: aA.3 ." Frnh'. `:Y' 7 a r i/ // / \ I / ..-, .„-.,7_ ,,K , 4 Jr :.,.�;._ ' ..'::... TYPE OF PLANTS HERB HERB ' , a l , 1 _- 1_42,L.,,, •- „m- .:; ,N, ,.,„s. , ,�.. g_.u• -or1A :4- 6. OUTFALL PROTECTION SIZED PER o FLOW CALCULATIONS. C STORM WATER FACILITY Pi STORM WATER FACILITY P2 / 7. BUILDINGREQUIRED JURISDICTION DEAN APPROVAL SIZE OF PLANTS 1/2 GALLON 1 2 GALLON REQUIRED WHEN DEPTH OF FACILITY Q SCALE: 1" = 5' SCALE: 1" = 5' IS BELOW BUILDING FOOTING. � v FLOW THROUGH PLANTER LIDA HANDBOOK QeanWa er Services DRAWING NO. 794 REVISED 03-16 t' STORM WATER PLANTER FACILITY DETAIL (0) .0 17 1111 La " l-� N it N 3 �ct KC.."NI-re) o) co v usisz:.g, 1 . „z *: ¢w N CD ID �`` Qom ZR °1 ISN -z 0o (13 RI 1:3 NiU NI b O I N t1• { D PROF- :s �J�� 1yG I Nf,R �� 5. .65 It i Z *-E a, f : /c�ANIE1-SAP uL EXPIRES: 12/31/2017 ,err u, cMEET in ti O C3.0'I CITY OF TIGARD CASE FILE NO.SDR2016.00001 Q C4 a . 0, / PER PLAN / W,�/ v m LL .C z z w .2c., D MATCHAGUTTER PAN OF 0.50' - / �" / Cl) ' (9 o ADJACENT CURB AND GUTTER 2% 4" / AS SPECIFIED / _ • W \ ), . .° . • 2% 4" THICK > �' a a 4 6' r .• . . . , CONCRETE ..� 0 gl O 4 rt DEPRESS GUTTER 2" 1" R ..... .. . ..,,...:::7,7,, .i.:,.... .............,,,. I a -" • : .a . ' •4 : - +' . . - ' :- -,• ;I i (=) 11- "� ti �- ! Ili SURFACE OF `' ` »' . ' - . �-- 1.00 AT OPENING PAICEMENT 12» / • I=1 1=1 ►r� =�Y��... =.�:>� `:; - -.:;-.i,;; `: : I I 1=1 I 1=1 i W -- rn •tL� �, 4 A. „_,. 4 =1 I II 1- '.�YLEI icid .il.�?•-�.� ►.hidail:.�.::�11� i=1 I i-i i 1p! Q i- Ce a a )041• • ' •'liTO*�i*' i-i 1 14„:"-1-1 1 11 111 I111-1 H:7111=1119 11=111=111=11' U N *fit �!J•, -_ ' �, I 3" OF 3/4"--0" . -I 11-1 I I-H 1 =111 --r ...! 4� ,,�,� � � !llS.�i CRUSHED BASE CRUSHED ROCK COMPACTED X - I 7 SPLASH PAD ��r oo ,�,r Cl) N �-- 4 4 a a ' ' 16" COMPACTED BASE SUBGRADE C.) C♦ I MIN. 3000 P.S.I. % • ii -111117- r4 M ~ N c CONCRETE AT • • NOTES: WLO 28 DAYS _ '. 9. 2 in r 4.50' 4 4 Q Q 4 1.50' 1. CONCRETE SHALL BE 3,300 P.SJ, +- T. / I 1. PCC SHALL BE 2500 PSI STRENGTH AT 28 DAYS. 2. EXPANSION JOINTS SHALL BE PLACED AT DRIVEWAY APPROACHES, ANY FIXED OBJECT 2. STANDARD SIDEWALK CROSS SLOPE SHALL BE 2% . WHEN THE LOT IS BELOW THE TOP OF �Q �/"� R=3/4' a THE CURB AND SLOPES DOWN FROM THE CURB, A MINUS 2% SLOPE MAY BE REQUIRED. • a a / 9 / WITHIN THE SIDEWALK AREA AND AT 30' (MAX) INTERVALS (SHOULD LINE UP WITH 3. CONCRtIk DEPTH FOR STANDARD SIDEWALKS SHALL BE NOMINAL 4' MIN. DRIVEWAY 4 aJ CONTRACTION JOINTS). JOINTING MATERIAL AT DRIVEWAYS SHALL CONSIST OF AN SECTIONS INCLUDING SIDEWALKS THROUGH DRIVEWAYS SHALL BE NOMINAL 6" MIN. R0.50',� APPROVED FILLER AND SHALL NOT BE LESS THAN 1/2" WIDE. 0.50' ° JVOTES: 4. EXPANSION JOINTS WITH PREMOLDED FILLER SHALL BE INSTALLED BETWEEN DRIVEWAYS ir- - 3. CONTRACTION JOINTS SHALL BE PLACED AT ALL CHANGES OF DIRECTION, POINTS OF AND SIDEWALK AT THE DIRECTION OF THE ENGINEER. CONTRACTION JOINTS SHALL BE /1.1 1. EXPANSION JOINTS SHALL.BE PROVIDED AT EACH POINT OF TANGENCY OF THE CURB. INSTALLED AT APPROXIMATE INTERVALS OF 15 FEET BY CUTTING AT LEAST 1/3 OF THE STREET 1.50' MATERIAL SHALL BE PRE-MOLDED, NON-EXTRUDING, WITH A MIN. THICKNESS OF 1/2". CURVATURE AND AT 10' (MAX) INTERVALS. JOINTS SHALL BE 1/8" TO 1/4" WIDE AND DEPTH OF THE CONCRETE. 'DUMMY' JOINTS SHALL BE INSTALLED AT APPROXIMATE a 2. CONTRACTION JOINTS SHALL BE A MINIMUM OF 2" DEEP & SPACED A MAXIMUM OF A MINIMUM DEPTH OF 1/3 THE THICKNESS OF THE CONCRETE. INTERVALS OF 5 FEET. . 15 FT. APART. 4. ALL SURFACES SHALL BE TROWELLED AND GROOMED 1N A WORKMANLIKE MANNER. ALL 5. INSTALL A BOND BEAKER OR ISOLATION JOINT BETWEEN BACK OF CURB AND SIDEWALK ^ - 3. BASE ROCK OF 1TREE" MINUS, COMPACTED TO 96H AASHTO T-1$a - SHALL BE TO ALL SUCTION JOINTS SHALL W LLEEL TROWELLED (3 IN. AND AROUND ANY OBSTRUCTION WITHIN SIDEWALK AREA. SUBGRADE STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. •) CIO CO 6. SEE STANDARD WHEEL CHAIR/BICYCLE RAMP DETAILS FOR SIDEWALK PATTERNS AT DEPRESS GUTTER 2" B 5. SLOPE SHALL NOT TO EXCEED 1:20 IN DIRECTION OF TRAVEL INTERSECTION CURB RETURNS. .� AT OPENING Q Pi- SECTION PLAN VIEW STANDARD 6" VERTICAL CURB - DETAIL MONOLITHIC CURB AND SIDEWALK - DETAIL SIDEWALK - DETAIL LU SCALE: NTS SCALE: NTS SCALE: NTS Ci CURB INLET 4' A.C. PAVEMENT CLASS 'C' BOLT DOWN BIKE W SCALE: NTS RACK FACTORY BOLT DOWN eThK7 2' (�,'-0") CRUSHED ROCK FINISHED WHITE BIKE RACK POWDER COAT CO 1. CONCRETE, 4%-7% AIR. SHALL ATTAIN 3300 PSI COMPRESSIVE STRENGTH AT 28 DAYS. ! \ 6'-0' / 2. CONTRACTION JOINTS OF THE WEAKENED PLANE TYPE, DOWN THROUGH THE CURB TO HALF THE .{ • � DEPTH OF THE GUTTER, SHAM BE SPACED AT 15 INTERVALS AND AT POINTS OF TAGENGY FINISH c/�i`�I�..'1�i:�1,�.�.x_.,:•s,..�Ii:��is��...:.141!._,i/C!i.r� .it�s:�s��.�..,�!��Ii EXPANSION \ -- 1" THE EXPOSED EDGE WITH 1/4" RADIUS EDGER. DO NOT USE EXPANSION JOINTS. � � _ firilj,___\'‘irilirrek0.<71.1.111 ANCHORS PER " R- 3. CONSTRUCTION JOINTS SHALL BE FORMED WITH A SMOOTH FACE SQUARE TO THE CURB AND DOWN �Ala�I Cmc, MANUFACTURER i 1.50 6 -- " THROUGH HALF THE DEPTH OF THE GUI ILK. FINISH FUTURE EXPOSED EDGE WITH 1/4 RADIUS (1) Q11111.... .2A141.1EDGER. THE LOWER HALF OF THE GUTTER CROSS SECTION SHALL BE LEFT WITH A ROUGH EXPOSED '--5" R_1" If AGGREGATE SURFACE TO INTERLOCK WITH A FUTURE EXTENSION OF THE CURB AND GUTTER. ("-----?,----, 1 1 3`-Op ,-6„ I 6 4. liC 3 BASE ROCK UNDER THE CURB AND ALSO PLACED 12' BEYOND THE BACK OF THE CURB SHALL BE IMI\I ! } EXISTING 47 a4 a a COMPACTED TO 91% OF T-180 MAXIMUM DENSITY. I 1 CONCRETE I6" Va I 5. DRAINAGE WEEP HOLES OF 3 DIAMETER PVC SCHEDULE 40 PIPE SHALL BE PLACED THROUGH THE If II I4 iI SIDEWALK, REF...=a 46" CURB 1/2' ABOVE THE GUI ILR INVERT AND EXTEND 3" BEYOND THE BACK OF THE CURB AT f + f f I SITE PLANI 4 wi-rift 4 { 1 ' 1 I ,_ , 11 , 11wilitirfor vip,r._� _ POSITIONS SHOWN OV 1HE PLANS. LOW POINTS IN THE CURB, OR WHERE DETERMINED BY THE -III 1I 1 I I I wit_I r-i \ L .x - +>`-�!...,�.*-. !•�*7 ! s! !rL•-r-�+- - .- ENGINEER. 4-tw ! ti ti` rose .re4441... �- '`0•!�• • 6. THE BACK OF THE CURB SHALL BE BACKFILLED NOT EARLIER THAN 7 DAYS AFTER CONCRETE 8 (1Y2-O) AGGREGATE BASE . , ' : I 0 ��-wIr_ ► .1�,.1. 1 � �1 ;: 1,f„_If;�� 1t1li1e� PLACEMENT AND PRIOR TO THE COMPACTION OF BASE AND TOP COURSE ROCK AND PAVEMENT. COMPACTED SUB-GRADE .¢ ' DEDICATED EXPANSION re 24" 12" j 7. THE EXPOSED SURFACES SHALL BE BROOM FINISHED IN THE DIRECTION OF GUI ILK FLOW. NOTES: , - . : . - . . •-- : is ' . ..1 .-.4 cn 4 FOOTPRINT ANCHORS PER z W • 1. REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT DESIGN. MANUFACTURE O o E in CURB AND GUTTER STANDARD DUTY AC PAVEMENT - DETAIL BICYCLE RACK - DETAIL w te SCALE: NTS SCALE: NTS SCALE: NTS fr o e co PAVEMENT MARKING STENCIL MINIMUM STANDARD o SIGN DESIGN SIGN DESIGN aiii N SINGLE - ACCESSIBLE PARKING SPACE " SIGN NO. ORT-8 N SIGN NO. R7-88 o gtt y (VAN-ACCESSIBLE DESIGNATION REQUIRED) y Z N Background A o ca C (stroke width) �,, BUMPER CURB (2) - Pinning Holes Q. 4 .c TUF-STOP PLASTIC CAPPED w/(2) - i" x 18" 1 c ;K D/ E 6'-O' LONG t2 Reba & Plastic Plugs o L. • U' o0 4 A 124 lbs. iiii Q a- ........... 1 1 o m C R-..at. _ v G v J 03 Cil_„... „„ '� �: OR7$ `2 "� (2) - Pinning Holes 6'-0' o h magus y t� ,r r" (- i= N N E n? U .. curb ramp with l N `� VAN F 6'r`~ _ �` ��.-rn a :col:. •x '� g� -•-SIGN detectable warning ,q PARKYvG WITH Q.M.V. J •q a -G �,,` w/(2) - � x 18 Rehars `Plastic Plug � .� e,�� _p+ A. �. R7-88 tshalE not extend into 8 N ® !�, ¢ is4 the access aisle) DISABLED PERMIT ONLY 4._K ,� ACCESSIBLE _ ?rte`►- VIOLATORS SUBJECT TO J a r eO v b 1 b TOWING UNDER J K '� 1 MrsK E j4....,o L. b • �. • •.. •. d. • • , p• a. a .• �o ORS $t}.62Q -J_K so L _ 2�gs6+_Q• oua u�� E c c ACCESSIBLE ROUTE c • AND FINE UNDER J c c '-a' 2. ‹.4.1:> Z a °: .:s o s • : a o ORS 89}.$15 J K .63 r` " 3 w-0, 3 z try ,...yy.a . � La_ ool p• •e - e' .4 . -- • p- I- sl n • ' ilig'7jP'�'i+i i i • • V V location :°a:.�:• • d to . F to t 111111111111 i•-. B .....r c BUMPER CURB-STD CONCRETE7-O' C----.D4 6'-0" LONG Wheel stop J ,•');36- TYP. 290 lbs. ,�„ o (TYP.) 4 Pavement Marking Background: Optional: Blue, Retro-reflective 36° 3• Sign Background: Blue, Retroreflective sheeting Sign Background: Blue, Retro-reflective sheeting ,_Q" 10•�. 4. N Pavement Marking Stencil: White, Retro-reflective white 4" '� 4' ca Sign Legend: White, Retroreflective Sign Legend: white. Retro-reflective sheeting 4' evaPRace 0 17' TYP. I; wide lines Angle orientation o pa, c7t *. NEER `V 0 N for field layout N § co os N DIMENSIONS (INCHES) DIMENSIONS (INCHES) DIMENSIONS (INCHES) .65 •o LEGEND n a SIGN o SIGN ABCDEFG • '� -" ¢ ABCDEF G H J KLMN -, A B C D E F G H J K L M N 3 a 2' TYP. ,' CITY STREET 12 18 % 11/2 2% 2 5 11 5 MINIMUM 3 11/z 11/2D 'JZ 1D 11/2' a °' y -6 MINIMUM 28 24 3. /z 4C is 12 6 /8 STATE HIGHWAY 41 36 4 --#- STANDARD 18 24 f2 11/2 21/2 2�/2 6/2 2/8 X 9A6 Z STATE HIGHWAY 18 9 % 21/4 2 D 1 11/20 11/2 'P./ c't )'IVO '� C �1'Q' a `� PARKING BUMPER CURB a�4NIE�ti °' t _ Access Aisle The pavement marking stencil shall.be used to designate an accessible a co The Disabled Person parking sign is used to designate a ao The VAN-ACCESSIBLE sign shall only be used with sign 0820-68 SCALE: NTS EXPIRES: 12/31/ 7 (� o, _, Pavement marking parking area reserved for vehicles with DMV rmrt as stated. -1 to designate these parkin spaces that hove an 8-foot aisle SHEknitl izi parking area reserved for vehicles with DMV permits L required. See Figure p g g 4 1 for dimensions ,,,u-1oN Q. CJ cnC3.02 a 9' 8.`.._.. (, Figure 2 8 Figure 8 14 Figure 9 15 a' Figure 1 7 9 9 9 CITY OF TIGARD CASE FILE NO.SDR2018-00001 __� N O 4 N Z O Z O ■ O t( • W a o Q - ° r0 E2 u.. W ..� Cr) W W (.) CI C4 44(• O N Q 5 QJ J 10: 0 �. rico NH CeMI—W Ian NLL CO O (.) 0 • 11" TREAD 0. ° 54" NOSING 1 1/2" SCH 40 TYP 3" —1 ° 5" RISE , ° Y' RADIUS 4 _ 3'_3" ° -,,y a /1 q a a if)" 2'-1 0 ° ° CO 0.33' N. RADIUS 2' ° aimmi 2" CURB �— a 4 ° °4° b / — 2" CLR. TYP ° 4 4 4 Q l' 4 4 ° aLU II II I q I 4 ° e CI ° II Ii I I : 1'-2" il; #4 REBAR AT EACH ° I I W __ _ RAMP NOSING °4 u ° -- 6" -- TYR FOOTING FOR CONCRETE STAIRS - TYPICAL STEP .CIO ... RAILING POST 1--- 1'-0" ---) . i SCALE: NTS NOTES: 2 1. CONCRETE: 3,000 PSI 2. REBAR: ASTM A615, GRADE 60 BUILDING FRONT BUILDING FRONT 3. FOUND ON UNDISTURBED OR GRANULAR MATERIAL COMPACTED 1 1/2" SCR 40 STANDARD _., . 4 TREADS AT 11" = 3'-8" 1®O ,, STAIR 1 1/2" SCH 40 STANDARD 4 TREADS AT 11" = 3'-8" ..-1--- 1'-0" TYP IN 6" LIFTS TO 95% OF RELATIVE MAXIMUM DENSITY PIPE HANDRAIL & POSTS BUILDING REAR TERMINATION PIPE HANDRAIL & POSTS ® STAIR 10 TREADS AT 11" 9'-2" BUILDING REAR TERMINATION TYP TYP 10 TREADS AT 11" = 9'-2" RAMP - SECTION (- SCALE: NTS 4 \'—) z P tl,. 1 1/2' SCH 40 TYPTL 3" 1v) 4) C2'-10` p o 2'-10" 3'-3" ., A W A1 ea r n 2—10 2' lti\�— 4" CONC. SLAB4 AT 12" CORE DRILL 3" DIA. HOLE 4" CONC. SLAB #4 AT 12" #4 REBAR AT EACH 2" CURB _— p O.C. E.W. FOR 12" DEEP POST BURY, eL O.C. E.W. STAIR NOSING 2 UR. TYP —^f` ° ° FILL WITH NON—SHRINK i ALIGN END OF CHEEK P t► 1 ��— >~——�° e tI � ° ' GROUT TYP 2'-0' to 4 a ° °° ° WALL WITH END OF STEPS 2,-0" II _ BUILDING FRONT ° ' z ,~"��$ . _ 4 ABRASIVE STAIR — — ————--� 4" ABRASIVE STAIR 4 RISERS 5" = 1'-8" ° �° ° NOSING TYP ca BUILDING FRONT ° o. fI II q ° . Z 0 114 RISERS ® 5" = C-8" ° ° NOSING TYP III BUIDLING REAR e a 4 I I 4 ° II BUIDLING REAR a �- ° 1 lI CORE DRILL 3" DIA. HOLE 1II — ° ° 10 RISERS°�+ 5 = 4—2" d < �i ° " ° �''� 4 ° �' X10 RISERS 5" = 4-'-2" ° , ° G II ' FOR 12" DEEP POST BURY, u d * ° e ° q A, II ° »' ° 6 II II a FILL WITH NON—SHRINK — — ,d 4 ` ° ', ° ' q e ° 1.II I1 ' 4 o I _ GROUT TYP ° A. , I I °4 a e ° q II l c L. e 4 ° ° 1I [I ° / (rd. 4 ° ° •I J 4 4 ° 4 REBAR AT EACH ("�aN`'��4i��\ ;'\\yam\ \\j�\�\\�\\.�\j�\�\\j\�\\/\\�� e ,I II° d n /\\\///\//\ ,,j//-7--\/\//\\//\ .;, \./.\\ \,,/ /\\\,,/ <//� `� ° � \ • �,,. \ , STAIR- NOSING `\i\�i\``i\``/'`�%�i\i\\i\moi\ii\i\i�`i'� � � !l /,\i/\i/\i/\\i/\i/`\i/\,\,,,i/\,�\i/\ii\/i\/i,; 4 4 REBAR AT EACH / , / / / / - / / ✓ 6 3—6" /\//.\x.%\//�/ // �\\i/�/\��/ i/. ° STAIR NOSING �- o ‘\ /\,/ -v*">,,,, ,,\\ \\\ \,, \ \/ ":,<</,:(y 7/ i-5 111X (X)0) • % /. / / / / /\� / \./\ / NOTES: 11��s \ ,-\ �--az. ��,� '�.� \N\‘‘ '�a"``°�, � is Ts t U 1. CONCRETE: 3,000 PSI IS :4-7°0 -1 .;,sA i --- 1'—O" 2. REBAR: ASTM A615, GRADE 60 A 4'—O" MAX TYP. 3. FOUND ON UNDISTURBED OR GRANULAR MATERIAL COMPACTED 1'-9 . m '' BETWEEN POSTS IN 6" LIFTS TO 95% OF RELATIVE MAXIMUM DENSITY POST 5PACINGcb CONCRETE STAIRS & HANDRAIL - DETAIL CONCRETE STAIRS - SECTION "A-A" BUILDING SIDE CONCRETE STAIRS & HANDRAIL - �' SCALE: NTS SCALE: NTS DETAIL c SCALE: NTS o N Nt- PRaz :s Co ch 3 + CDANIE\S EXPIRES: 12(31/2017 In 1 mi...) SHEET inin n +� 4 C3.03 N Ni- CITY OF TIGARD CASE FILE NO. SDR2016-00001 N O 9 N 1 N MW Z STORMFILTER CATCHBASIN DESIGN NOTES O P-- (.3 '4STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN Cl) _ • W o HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27"CARTRIDGE,AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER E Q Ce a CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. V o r 2 PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY,AN UPSTREAM BYPASS STRUCTURE IS RI r.L r . O REQUIRED. E U d w CARTRIDGE SELECTION at < Cn it O N ACCESS COVER CONCRETE COLLAR CARTRIDGE HEIGHT 27" 18" 18" DEEP ,-�-l+ a" ..J . Q AND REBAR TO MEET MINIMUM HYDRAULIC DROP (H) 3.05' 2.3' 3.3' ��, x I— ; • CON R APPLICABLE BY SPECIFIC FLOW RATE m/s 2 gp gpm/ft2 2 gpm/ft2 1 gpm/ft2 2 gpm/ft2 ) Cl) < N " . . , -a ' CONTRACTOR (gpm)�• . — -----..-4-7-- —— 5-•,--r--,' 1 ` CARTRIDGE FLOW RATE m 22.5 11.25 15 7.5 15 7.5 .'� Ce) I-- „ --I- ° . . PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 E U') N A • I�: ��O��rr�� L A-•.I �. I A INLET PERMANENT POOL LEVEL(A) 1'-0" 1'-0" 2'-0" �� M r - = Ih• �i�i�♦�i�i�i�i�i�i s E :11 •�,#�� lk . - OVERALL STRUCTURE HEIGHT(B) 4'-9" 3'-9" 4'-9" > .4'..11 II ' _` ��r,��►��±��*.'o$ « If y�.: `T Q GENERAL NOTES 11 a '�'j'�♦'��j'�j��j�X ;4•11 "' z 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. C) IE IL ' z 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR f1 +��j��+ _ I •: •.il - CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com • • - .4 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN QY • • _ . • . . THIS DRAWING. A. `a= = — =�`' VANED INLET GRATE 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY - a (SOLID COVER OPTIONAL) CONTRACTOR. 5. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE E 2'-4" 2'-4" USING FLEXIBLE COUPLING BY CONTRACTOR. INSIDE RIM —INSIDE RIM j 6. STEEL STRUCTURE TO BE MANUFACTURED OF 114 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD 1'-O" « ..I ., 4'-8I" RATING ON STRUCTURE,A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO COLLAR OUTSIDE RIM BE PROVIDED BY CONTRACTOR. �r 7. FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE rG. tn 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. PLAN VIEW 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft). - INSTALLATION NOTES Q A. ANY SUB-BASE, BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY Cl ENGINEER OF RECORD. IE LII B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. E cio1 I 4.-4%" FLOATABLES RIM: 244.97 BAFFLE (MATCH EXISTING) 1_CARTRIDGE CATCHBASIN 2-0„--- -• 2,-4" B - •r I PERMANENT LIFTING EYE STORMFILTER DATA POOL ELEVATION (TYP. OF 4) STRUCTURE ID SDCB-1 I FINISHED GRADE i WATER QUALITY FLOW RATE (cfs) 0.01 / t�:�ai�:�:_:_ia -/ , a.:. ; l a .. a } nigh of Q PEAK FLOW RATE (<1 cfs) 0.14 F— �'' �� .:4i RETURN PERIOD OF PEAK FLOW (yrs) 25 ELEV: 243.97 „ ,,pin CARTRIDGE FLOW RATE (gpm) 15 E STORMFILTER I WEIR WALL MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ZPG = 0 CARTRIDGE FILTRATION _.-,r_ _._._5” RIM ELEVATION 244.97 a. a. BAY INLET FILTRATION BAY - u-y U o IINLET —` `�5 PIPE DATA: I.E. DIAMETER w ,c(---- °o FLOW INLET STUB N/A N/A 0 c -os' I IE: 242.67 I OUTLET STUB 242.67' 6" 5 Lu PERMANENT _71 (0� CONFIGURATION OUTLET OUTLET "' POOL ELEVATION OUTLET STUB r1 ` a `o CARTRIDGE INLET c 0 ( ill•INLET - S SUPPORT — - ELEV: 241.22 OUTLET PIPE FLOW KIT FROM FLOWKIT INLET INLET o CATCHBASIN FOOT I CLEANOUT SLOPED LID YES\NO �' 0 B ACCESS PLUG 2'`0" CATCHBASIN FOOT SOLID COVER YESINO z o (TYP. OF 4) ON WEIR WALL INSIDE (TYP. OF 4) NOTES/SPECIAL REQUIREMENTS: o 2'-0'2" OUTSIDE SECTION A-A SECTION B-B 110 LIOD 0 zV FIN: ,____ISHED GRADE o, o Mt" l/ _ �,, F o N N E 7 ?.'-' TEC y y/� ■ f� .-KA ....9ir ....,-„, cti, _ 0 O %.,;.;;; .4:.!:-.i!., •;:; ENGINEERED SOLUTIONS LLC _ I o~ t h t0 A I^ C ti www.Contecl�ES.cot r; m "'o ----- 24" MIN. --- , ELBOW (\i �k'� cn��'� 3 r E. o I a FLOW co a IE: 242.67 1 AI • • t6LF8"@ RI •• 1% MIN. cq0 t (Z) •*- J 8„450 \cy - PRO' J -43 ELBOW CONNECT TO c' 01G IN eR /GT • STORMFILTER CATCH BASIN ExiSTING STORM LINE IE: 240.7 w &5 r CONNECTION DETAIL r .-E ', r 11, N,,,` S---:/cOANIEI �� Q. EXPIRES: 12/31/2017 I in SHEET `�r�r • fZi C3.04 N CITY OF TIGARD CASE FILE NO.SDR2016-00001 0 o 11 x icr')j \ In z z i - j 0 / 4. i %1 moo x IN-hip / / = w �° UNDER GROUND UTILITY NOTE oa. O re WES a) w '' 1 I x� '� PRIOR TO THE BEGINNING OF CONSTRUCTION, � W ( = �-�� ° \ :/( /:/ THE CONTRACTOR SHALL POT-HOLE AND FIELD W () 1.. 06 Eil}� VERIFY THE LOCATIONS, SIZING AND J < QNa I pELEVATIONS OF ALL EXISTING ON SITE —I0 }� / iso a- — — — — — --� - —� - - -- — --- — — — — h a"� / UNDER-GROUND UTILITIES AND REPORT ANY •— � �o V N n w w w w . _ ,� / DISCREPANCIES TO THE DESIGN ENGINEER OF 'Q V3LL, �' �� - �/ ,' RECORD IMMEDIATELY. W N O i____ pAk ( --....iital,'.. , #(--N' c;c1R1, / 1 il 1P I I 1 / 4, / I= Ca, ima SD -Sp SD SD SD SD 5D1 i .` -, / t0 u) ''' / 1! t +'_.�,_� ,: � i'' '.' ,•,.;mom . ,,; '�c� `/ �+ ` :�14 t i h}" r-�' .},_v,`�'. .4' / /N.: I xv� n ,� 1:- ic 1 „,, ,,,,,,,v, ..._, . .,, -....., / 1 / / I i I ; D API �, k — 4 ., Via• '�+v / t i . } Of i 741111 , `kms z='. (`. 4 -2- ..,. .Am, 1.41#6 4*.*, 7;.'447111(1,,_ x.`7174:6N i Z iiii ‘ I 0 Faiiiiimm 41 4 '-1 4 4 4 4 4 4 4 4 a.ir, 'f..' / 14 c. 09 WATER SERVICE STUB. SEE ARCHITECTURAL CO'= ` "" ,h.,_, %. / ini W SS 1 : 1 PLANS FOR SERVICE CONNECTION TO BUILDING ` }� _µms '-‘47-7, 8' '''-',-. ,7 �� •\ / i :444,4444.-, d ,:..` . At / a. ,� / / �: SSMH-A1 ° �� SEWER SERVICE STUB. SEE ARCHITECTURAL / c> PLANS FOR SERVICE CONNECTION TO BUILDING \ .4, " ` ' } 1) k .„ 248. 3 CLEANOUT RIM \ ♦, +:: ...r / / " . ~' max- LIVE TAP CONNECTION TO INSTALL NEW 48 MANHOLE OVER EXISTING 8" SEWER MAIN. \ ',��"'!I!! e \ \EXISTING WATER MAIN .... I SEE UNDERGROUND UTILITY NOTE THIS SHEET a �, / Id �° \ '' :., �.�, �'!'. X / / °�„, -icy fie 40bilt G ...... ...t.„,/ •••ss............. '4:': 1 ''''''''''n '''''-'7"'''' ''1111111.14"•71'. it „b. -4 ,..4:''.7-4 "( r, 44/ i I / ‘ ‹ N. -N, 4,,..,t: 7,, , / 4 :i.% � \6?' L- G . • INSTALL 3/4 WATER I /• // igili / / '> / TIGARD STANDARDS. I------ ---i 1 `� / / k / 10 0 5 10 20 En 111 // / •/ M M \ N. w c k 1)* /� o/ / IIII MI IN SCALE: 1" = 10' / Ilk ll:/ / ,,t 4 / G . j ® /ids/ � � / W i f As/,/',ss / I 1\\,), 1 � ' .i��i�i�i�i a / o to I 1 1 1 S �s1sss/0:sr, / o x I 1 1 ' o �sss/s►s�� . // / / Ci 11 - � •.. r / ss. kNi k 11 ; •x• / / // ; 1 . / iiii iz, I ,i I 1 1 / / ,, CI/ , �f/ / ril 4. k oo x i :(:): / /4&lksisr-j // a ,.5 I / 250 250 1 1 X 1 / EXISTING GROUND a `°13 o j / P i FINAL GRADE PROFILE 248 4 R n g CS I i 2 PROFILE m p o ...>c.:\ i / / 4t / 246 7--c 6� STORM 246 4, !LA aX / �- t I I / 244 CAP AND MARK STUB 244 0 ° I I / / PER CWS STANDARDS ' co 3 S I CI i X I & I )// // 242 09634 PVC 242a I / 240 S=0.0800 240 N I / . 1 / / N X I ! / 238 238 � PROIce 0 0 0 ( 1 // 236 -4, g 236 co �� 3 t / 234Ns - 234 1 / '-.. 1 —z - ii � ;� 232 �/ ; ,^ - c, q k 232 a $ ��61'9/N10-VV. ` J o I 1 � damQ. / j / 230 230 EXPIRE ,2/31/2017 L y 1 SHEET 11) I X —0+05 0+00 0+10 0+20 0+30 0+40 0+50 N i I / I I 1 / SEWER LINE A PROFILE V- r= / HORIZONTAL SCALE: 1" = 10', VERTICAL SCALE 1" = 5' L CIN OF TIGARD CASE FILE NO.SDR2016-00001 4 N 0 O N W " lip • o PLAN z MAT ```� o • o I- 110 LOCATE FRAME AND COVER ♦� OVER LEDGE OF AT LEAST Cl) 12" IN MDNJILI11311V♦ • B Le' Ir�'� e'Ms 1. 0 § 221 A" ill II II �� STANDARD CAST IRON NON-SHRINK GROUT r.rri Q FRAME AND COVER a . 0 r E DRAWING N0. 510 Ire n RE x 11I PLACE . I. I- - e I1.1 .411116. PIPE SIZE ASSPECIFIED Ifjh ST AR NC ANHOLE G7 1i AUNNST f)R O Wet BACKFILL. L 7O I !fl C PL.0 Lt]W OPF c• GRADEAkillik il Ningimie ix. TAW _f_ ce •tvii‘ W0 ■ Er Tar IF 2 " ...Q or 1111 4" MIN. .1 i J N Ict III STORi OR SANITARY _d ANQARD FRAME AND COYER OR SPAR MAN MAXIMUMTOOF RST FROEP M WATERTIGHT FRAME AND COVER �I < .''"a IUI (IDii:t �. TO TOP OFCASING OR ND. 420 DRAWING Na 110-SA/ST FINISH GRADE %`..`: � ,J ,••R NI 1. FOR NEN CONSIRUOTION AU. RIDE s i ND IID . N Cl) N F- COliHDCTIOrlS TO O` to-VANS SHALL BB AC'1 fGR FRAME IN NON-SHRINK !-' ,^''� "•;r I V' U) �e�wf.6 . �� GROUT WATERTIGHT PIPE PLUG LL.. FABRICATE Ta!' UNLESS E APPRGIIF IA IL \ :a.a . MATEIil11✓E SHALL_NE O!� OP'THE�c� ®!' ¢7 .i.:: ., WI STOPS W M N A. PVC� NOTES: 11---1 GRADE RINCS (2",4",()R B`) �°�''� ��;'o„;h Pa O AU. PIPESHRU.EE:COLOR MAXIMUM 1Y SET IN �� = \ T E �T S�S " 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE NON-SHRINK GROUT n' _I! 1` r " MITE MR MOM SIDE.PIPLRIES 12 REQUIREMENTS OF ASID Cr47S. _ . ' , •�eye' PROVIDE 3/4.-0 FOR A M ' -, 1 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY II ♦u�/ Amp •i--".�.*= 2" MIN. CLEARANCE 1 M€NIMUM OF 6" AROUNDSTRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4'. n"- .:'`•io� �,`+. D[JIG1ti.E -+� STANDARD ECCENTRIC a ms' CLEANOUTO 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS Cl)� v/� -41 -MIN SUCH AS KENT-SEAL NO. 2. RAM-NECK, OR AN APPROVED 36' CONE 'I 8" �■ HEIGHT: TOTAL LENGTH ¢ r EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-500210, �� zea `'•-'1 MIN. U LQTT AS SHOWN ON APPROVED SET OF PLANS ' 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. y MARKINGS TO FAC QST '¢ 5. PIPE CONNECTIONS OF 24' OR GREATER SHALL REQUIRE A W "L it HEIGHT MANHOLE AND CHANNEL DETAIL -� TNI 'R-a, 4:a. N OF GROUND MAGNEi1.a ,. > 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL MANHOLE STEPS SEE / ! ,oev. 6. . " / LOU; ;�4 F A E TAPE REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL STD DRAWING NO. 100 1" MIN. OVERLAP '`' ' r, , M COLOR CODE. Su RFAEE 7. PROVIDE A MINIMUM OF EI" OF INTACT (UNDISTURBED) ••--i MANHOLE SECTION s°--' �;'... T (GREEN SI<U+IITAR '• MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED (VARIABLE 1'-4`) �' y...` a~ C�`''�, imp' � . "t n ON THE INSIDE FACE OF THE MANHOLE. 3 1 -,/ :;.. 11111 Mae-STORM) 2 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND �.,. e 4" MAXIMUM CLEAR OF PIPE WALL x al +e',, N- 9. CONNECTION AND 48" FOR STORM 24 , THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF - ' a ;'. IN 1 kA$EL MAGNETIC TAPE:ti�lTii.BiACK LE�fERINdS � FOR SANITARY o � `J ' '-I i° -0-5" MINIMUM +v GRDIIND3111 SXNITJYs "CAUTION SEMI BURIED BELOW" CONNECTION. / - r 10 WATERTIGHT/TAMPER PROOF MANHOLE FRAME' AND .r`4 ✓ .•:,r.. .--- COVER " °--'^ " �`•�� 3jORjA. C"AFl j1OFt STORM DRAIN $LIRIE�[yI��O�El BELOW.* COVER SHALL BE USED IN ALL EASEMENT AND OFF :�s ``-�,.';•a°' ' KAM 10-ABOVE TOFF a PIPE D 1 GAINS7'_2X44 STREET AREAS. �� 4:.‘..:Z.,,,,',;:,::.%::-:-' '° ` ° " a d' t MEMI_ t Fee . ' t : J ».,...1 •.�Nwi "�aa+ ,. nw;'yG.,n'v4 . n , ;148'MN. a '-,�,\(�•..•PIP -- 1�INIMUM 12" LEDGE '. \/ 14 (ONE REQUIRED) 2" MIN. FROM TOP OF -`g4 �\ PLUG 1"/FT. SLOPE TIP. PIPE TO ANHOLE -�a r�-,'A p4 a+�. , r•. �. F . s 'v ` �.�' - . .' . ► _ to e 11111 � SECTION y __ e �...0 � '. p, -B •ve v. • -Li .j. • ' st.8..1.-*i, ll'iwk loot 011014 - `V \.e 3pf?•rte � i••.y ; �i oa•'s"°a sa.. \\ 'I -" §-A.114.,14-- _,,,.. • gig 14 ......-lratClik 11�MOMM1� 1 CONCRETE INCASED i \\.... Cl 1104 Mi�1IM,kI1N' SI�PFF£3f� � BOTTOM QF WYE 'a so j ^�/4`-O PIP ZDME �^ MINIMUM CONCRETE 3�4"-0 FOR PLASTIC PIPE 3/4,�-O * '•=/ $" PIPE :• O:i)10 MATERe�xL AS SPEI:iFIEI3: SMOOTH FINISH CHANNEL TO , •ry• - 3/4 VERTICAL HEIGHT OF PIPE Y ' •- t.ylr:it- .... I•IC - � ' �.: PIPE �• B,;L92Q 'sr.!, .r�. ,r ,.•:: M, �� • ::l'rt• SUPPORT TEE- IMITH *,•':�•=K' '; ' '1:'�,+:j: NOTE: neml BEDDING GRAVEL. 12" MINIMUM OF 34"-D" COMPACTED s=:.:.',,`,x'.72 M '- "':;'•7.!;•::,?.'' SASE MATERIAL 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE MINIMUM 2'r�" IMIDE ELEVATION ° IIMM 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING B" PIPE. MAINLINE GREATER THAN B" SHALL HAVE A 8" STANDPIPE. STANDARD MANHOLE SIDE SEWER SIDE STORM DRAWING NO. 01 Q REVISED 02-03 anwa terli;ervices Our commateservims itment is elem. PIPELINE : D � gs1#g 1I al: . y STANDARD VLE ' NOUT Cleaniairi- sery i ces DRAWING NO. 170 REVISED 02-03DRAWING NO. 500 REVISED 12-06 Our commitment H Blear. • 7'_O" 8'-O" PUE o 5'-6" a SIDEWALK to U o LA E KIFM11111 111 0-VA 0 c:. c, 30" MIN SERVICE UNE DEPTH // / 12"x20" ROTOCAST METER BOX,,� o rx _� W/12"x20 COVER W/5--1/2x11 �;, CAST IRON INSERT WITH NO TOUCH READ HOLE IN THE TOP OR INSERT. NO HINGED INSERTS SIDEWALK ADJACENT TO CURB a "' ci 5'_6" 5'-O" --------- 8'-0" PUE - `N N. 1'-6" °j a� q.;...:4':.•_/.•.•;•.•L.;;".. _I,. - ef EL 30" MIN SERVICE LINE DEPTH J 12"x20" ROTOCAST METER BOX, Io ui W/12 x20COVER W/5-1/2"x11" °� Q - CAST IRON INSERT WITH NO ,�,p Lu � LI 0 TOUCH READ HOLE IN THE TOP �`::::: % :'*1-R`R I- rn E OR INSERT. NO HINGED INSERTS c ae `� IT SIDEWALK WITH PLANTER STRIP AT CURB '"�"' I M0 os In E v CUSTOMER SIDE P i 3 R 1. SURVEYOR TO INSTALL TEMPORARY HUB AND GUARD STAKE AT LOT LINE FOR ' `Y"' I a m `_I METER INSTALLATION. %i. %/// S. 2. BOXES SET IN CONCRETE SHALL BE 8-10" �- dl NEXT SIZE LARGER. ► ��• SEE PLUMBING CODE 3. CENTER OF METER BOX TO BE OFFSET •� ... FOR DEPTH OF v t+s;:'Ilia =-; COVER NI 1' FROM PROPERTY UNE. 1ri� i� o LINE TRENCH SHALL HAVE 18" MINIMUM 4. BANKED METERS WITH SHARED SERVICE - -' "_-t:1'_-=•: I DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN i ` -,. '"'"'� NI- 5. :� 5. IF WATER METER IS LOCATED TNA 3/4"-0" METER SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE \c'` ,�,GIMEE !(;) ARMORCAST 17"X30"X12" RPM 20K WITH MUELLER 1" B24258N (TRIS IS 54 5 r laa A ONE PIECE 17"X30 RPM 20K COVER AN ALL 1" 300 PSI BALL OR EQUIVALENT. IF TWO METERS ARE VALVE NO LEAD ANGLE STOP) Z BANKED IN SIDEWALK AREA THEN OR EQUAL ,- c) DISTANCE BETWEEN ANGLE STOPS WILL BE 24'. 1" SESOFT COPPER TUBING �ANIE�- SP 3 I EXPIRES: 12/31/2017 1 amm Cr) TTY OF TIGARD - APPROVED CNO SCALE h OREGON LORI PAHA. P.E. SHEET 11;± :P�cw s EP RR.m- 0 Ery 1" WATER SERVICE DWG. Na. N 13125 S.W.HALL BIND. - TIGARD,OREGON WM MAY 2016 5 2 0 ■ o TIVOICE:(303)639-4171 01 I VAX. 503 694-729? APPROVAL DAZE N v, CITY OF TIGARD CASE FILE NO. SDR2016-00001 N 0 G N EROSION CONTROL LEGEND N LU V z o Z • o 180 EXISTING CONTOUR Cl) .1.. r. 'o w a 180 PROPOSED CONTOUR J V © oe % a -� O 2 . PROPOSED SEDIMENT FENCE �— Q w cn w x _ _ — _ — -- ♦• c.''_'..4. BIOFILTER BAG SEDIMENT BARRIER a 0 N a -----k",- f- f .� 4 ;`.� AT CATCH BASINS J J .. (� J - __— i f 20 0 10 20 44 Q ■I • �■ C) c0 N P- ____ 71:1 SCALE: = 20' DIRECTION OF STORMWATER FLOW W ~in N Q J ^r 5 !r `}1t X ce)- x .� i 1 .41 2 en (.., X 0. „, r . X dt? , Iiiii 1 ,, . (A x . ,,#'- .••". / / r ----6, -- — X44- — — t�v '— SD _�xss XS� .� `, GRADING NOTES ° , T J— �/4-•T--p------- !ZtiilfumaililyAst, =. Si'•:�J�' X5p — "• / RECOMMENDED CONSTRUCTION xss SEDIMENT FENCE —xss x•,s x E. �' XSS x xss . '= e`•. N. . '� ( ) / ��t ,� `� / ` r ` 1. NECESSARY EASEMENTS FROM ADJACENT SEQUENCE FOR E.C. f • i . _u,:_„« : .•7...i___•,•:,-*- 1 },° `® ,�1'` � /� / / PROPERTY OWNERS GRADING/CONSTRUCTIONILL BE OBTAINED AS PART OF THE SITEre .9, . . • "-,t:, -24s /. \1 LIMITS of \-).., �, ��t� , + ':- ® PERMITTING PROCESS AND PRIOR TO ANY SITEWORK. 1. PRE-CONSTRUCTION MEETING. I"� ■ I fr-� �� CONSTRUCTION ` ;::,.' �� ,�� Y 1 �,.,,.' �� co 4-4, \ VI.'” �o ��►% 2. FLAG OR FENCE CLEARING LIMITS. LAI / 4-4 oz `` ..,.", _ SAWCUT EXISTING "�` .w `� �� ;' / / 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND 1 / AC PAVEMENT o =•".:� \ ;�� A. PHONE NUMBER OF EROSION SEDIMENT CONTROL SUPERVISOR. imil < `'_ / `1'�� ' �, f' 41 / 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. • .,-�'c� ry �•--- 4/\ �-jk'�'��' `� �,.. ;%� ;' ♦ ��/ k 5. GRADE AND INSTALL CONSTRUCTION ENTRANCES). -- CO :V, �';'. r"".:.�- 'y._• _ 4/1/ 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). ' :_ '� 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES PIPE Ce ;�'1'` Q 44. -:•#-„K''' \ \ "'r=te« ` / SLOPE DRAINS, ETC.) SIMULTANEOUSLYCLEARING AND GRADING LII -- X1,1, r �� / GR DIN WITH \ .. ` . f/- /11k./ FOR PROJECT DEVELOPMENT. ,.,..„,,, @ / ( cg°' 4cy '!rr ' ! l / �/ �tTr / • a .+� ■� '- z �""~.sY- ,' �' c I 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH LOCAL �` \ ,,ry,°` ° �!d "�""�,,. :v..� JURISDICTIONS AND MANUFACTURER'S RECOMMENDATIONS. 4, p BIQFILTER BAG SEDIEMNT ; ' ~� ,•�' : _ BARRIER (TYP OF 5) --4.-e0.--� "°\ :� 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL I' ' NEW BUILDING FOOTPRINT- "7-63 "`v / /♦ MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS BLD .• /(/ _- �l o - �- } / '"" ! � ♦ CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN • P I , \� 4111P&I.'-'',-, ,, � , ��,. ACCORDANCE WITH CLEAN WATER SERVICES EROSION AND SEDIMENT N / � 4 247 CONTROL STANDARDS. x i" / . \�O` _24s ' �� ♦i ..„..1/ SAWCUT EXISTING 1 �:.. / ; / 41r. . 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN _ \ _ r �/ AC PAVEMENT / t :, ' ' O -=-.,- ! Ndir //' / PA, DAYS DURING THE DRY SEASON OR TWO DAYS DURING NE WET �`" SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC °- a ■T" i / / / / `'o ".' /1� SHEETING OR EQUIVALENT. o tee, / fr r ''/ � 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN e r / o / ,,: DAYS. p L',• 411111111111*'" s "+ / 1 / / / '\view �� fig / . 12. SEED OR SOD ANY ARI=AS TO REMAIN UNWORKED FOR MORE THAN 30 jDAYS, a s;": „ -/N111116.-41://..,..'.,--1:''' / /� . 13. UPON COMPLETION OF THE PROJECT ALL DISTURBED AREAS MUST BE '.? .,-,./ /` / • �� - / STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF a io • ' "', / / \ C APPROPRIATE. o • r LIMITS OF \ / //4* /5 '. S ■f� ,'' CONSTRUCTION , , / z f / ,:, . • • i I/ . .. ,4p S% / -* STANDARD NOTES FOR SEDIMENT c, 0 44 e r F�' � �► IJ FENCE .�5 . 410 k / ' \ / / G ,,,• / • 1, THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT Q-J '57 f,. ,F> / \ TOTHELENGTH OFTHE BARRIERTOAVOIDUSEOFJOINTS. WHENJOINTS 1.:c: o'; ARENECESSARY, FILTERCLOTHSHALLBESPLICEDTOGETHER ONLY ATA FC§4 SUPPORT POST, WITH A MINIMUM 6a OVERLAP, AND BOTH ENDS SECURI=LY ::: rn o111: \ / / / ` a * a �� C)• '� ♦ FASTENED TO THE PO5r, OR OVERLAP 2 X 2 POSTS. e •�� ff ¢4r m i x / . 2. FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS R p ° o 1 . WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF fi ,E 40 APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24a. z a J :,0” fr v / to f- 3. / 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6a. m "'' / ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATIONM-Fn �, SHALL BE BACKFILLED AND COMPACTED ALONG THE ENTIRE DISTURBEDP1 -� ce X I AREA. i' cq i 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVENLW na/ ' MANUFACTURE STITCHED LOOPS FOR 2X2 POST INSTALLATION. STITCHED IILOOPS SHALL BE INSTALLED ON THE UP HILL OF THE SLOPED AREA. N SSX SSx f� A r ' II � 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED F. PROS 0 THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN � �`'�'" eR �� / 0 PERMANENTLY PROTECTED AND STABILIZED. 6s5 3 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY . /._;�,, � I APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT �"r/ ` r II, �`'3Szt Tir 1114 4. LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS L' Q' a • SHALL BE MADE IMMEDIATELY. ,_. 011,4104.„5. ANIE\-�� ♦ / CORES: 12/31/2617 -------7 1 • / SHEET Ira in 0 ECI eNN CITY OF TIGARD CASE FILE NO.SDR2016-00001 N 0 0 N W N Tr NOTES' 2z °z 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OP THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED 0 • O BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES,PRACTICES.INSTALLATION.AND MAINTENANCE OF EROSION AND SEDIMENT It CONTROLS WHO WORKS FOR THE PERMITTEE lU ANGLE FILTER FABRIC 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MNIM�EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. CO W O FENCE TO ASSURE SOIL IS TRAPPED 3. DURING WET WEATHER PERIOD,TEMPORARY 5TASIUZA110NOFTHE SITE MUST OCCUR ATTHE END OFEACH WORKDAY. _ a O o M d, SEDIMENT CgNTRLX.&INU&T l3E INSTALLED AND MAINTAINED ON ALL DOIAINL GRADIENT SIDES�THE CONSTRUCTION SITE AT ALL TIMES DURING � D � CONSTRUCTION,TREY MUST REMAIN EN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. �■*a e�/• L31 6. ALL ACTNE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MA INTAINFEED AT?AL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE 1.6. ., Q Lil APPROVED,A SURFACE MOUNTED AND ATTACI-EABtJ:.U-SHl1PE0 FILT;:R BAG IS REQUIRED FOR ALL CURB INLET CATICH BASINS. ce //��// ■ 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHt2.1 LEAVES THE SITE MUST BE CLEANED UP WITH N 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED j■� Q O A, OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT REL:ASE MUST BE FOUNDAND PREVENTED FROM CAUSING A RECURRENCE OF THE /� CV a • 0•710•• ■• ■ DISCHARGE WITHIN THE SAME 24 HOURS,ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT J am t ■ `_ OF STATE LANDS REQUIRED TIME FRAME. �I F- V 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. Q ■ u INTERLOCKEDN 2"x 2" POSTS 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, C) ■ AND ATTACH N VIEW AND PRIOR TO THE CONTROL MEASURES REMOVAL I.V M I U. NTS 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN TEE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED SY 50%AND AT W in Aa O COMPLETION OF PROJECT. 2 to USE STITCHED LOOPS 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPL€CATION,AND DISPOSAL M 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE,LIQUID r 3' minimum -E---...1OVER 2"x 2" POSTS NOTES: WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. UT) / from toe slope. O vl 1. BURY BOTTOM OF ALTER FABRIC 6" 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. U VERTICALLY BELOW FINISHED GRADE. NUTRIENT RELEASES FROM FERITLIZEERB TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOLLD$E USED AND CARE SHOULD BE MADE 1N APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. 0 2. 2"x 2" FIR. PINE OR STEEL N FENCE POSTS. 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL. ..S. MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. `fl/4 `r 3. POSTS TO BE INSTALLED ON ♦ 14. PRIOR MANY LAND DISTURBING ACTIVITIES.THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON +�4► _ ` .__:. UPHILL SIDE OF SLOPE_ THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE ff - i �� -� 4. COMPACT BATH SIDES QF FILTER FABRIC CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. I ~7' TRENCH. 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BAPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT S. PANELS MUST BE PLACED CONTROL,AND INLET PROTECTION.THESE IMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. PROFILE ACCORDING TO SPACING ON O DETAIL NO.940 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST,THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. NTS IX17. WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE imim- P:4- i❖i i i i i•:i i i i:•ib:E;E +:;«;iii❖i•i i i•:;:;;:;E s:' •;: la ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT i❖O :4 i❖4:E:EisiEM :ii::44EEE•EE.X4:E:4 i EX' CONTROLBN8Q.E.FILTERBAG). Z ,;4 :❖vv:❖:❖:❖:❖:•:*44444404:❖:o❖:❖.❖o,•.o❖4444• 444 FILTER FABRIC MATERIAL CO cp !:ii♦ •.•..•••i i iii i•i:.i:•:�`:•:'Jr:��+'J+�:�+•i:❖i:•:�:❖a• •❖i! „ I V: •:'`•s•:•::+:4:40:4:❖+:•: :•«:4:4••iO4d::i::•4• :•: •:�iA 36" WIDE ROLLS la THE ESC PLAN MUST Se KEPT CN�isITE.ALL MEASURES SHOWN aN THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER O iml ,•,• 444444444444444444444444444444444444440: + .. DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. CV 0•i i •i•O:O.•:di•i•O:•�•4•i i:i.••::•i: •i O•�•�O .�••Ei ,:.: O i❖ : :•4::::❖::4)::'•4•'a❖'*❖•'ai•:::•::4::•4❖: 0 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDmONS.DURING THE CONSTRUCTION 1.1.4••• :• ❖•❖is• . :•Ji:❖i❖:❖:❖:❖:•:❖:❖:❖• `A PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATION$. a • , :•:•:•:•:•:•:•X•:•:•:•:•:•:••••4•144:40,***•*,+* = �v ***.*.*^*i* ��.44w?i!.=+:!J%j w::�: .i �a / .��'I 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST, Z ■ 22. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC W I I SHEETING,MULCHING.OR OTHER APPROVED MEASURES. 0 Q LI 6'MAXI MUM SPACING U FOR FURTHER INFORMATION 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. ■� ON DESIGN CRITERIA CO FRONT VI E W CHAPTER 4 OF CLEAN WATER �/ v SERVICES EROSION PREVENTION O NTS AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. Ce LU SEDIMENT FENCE C1eanWatei Services STANDARD EROSION CONTROL NOTES DRAWING NO. 875 REVISED 12-06 •U Commitment is Fear. FOR SITES LESS THAN 1 ACRE CleanWater Services DRAWING NO. 945 REVISED 12--06 Our commitment istlear. o a C- E MAY BE USED SHORT TERM • W/ UTILITY WORK AND W/ -_ -__---- Z LL to PHASING OF DEVELOPMENT -_.---e.'-"�-- '� O a a \ ,.1.1111 • ,!:Its..........re........=.1,11r! ...... .:. 'lt til l `fir :0010;4i] _ r.._"... It✓<lflFk�l� r1t11IK11i11; 1" Il,r;t�Eull,yI� REBAR FOR BAG REMOVAL FLOW ••t7-.'.1.1.71:11, '• • •r Li 'nle u 11111 r' u�itrlt1,1111 i CZ _� _ '-- i.i111r1+lu,iI, ,lutarat+sil IIIIIifIIilll II'lll'ff111I1N1X i+Gl lllllllllll'i, 11 LIUR t+Nr' ur NII'afllllror Ir,I ilt u1lm rn N jultri11111Yi1: 1.0/4111401,Iillli�11�11111i 6111i',1liI1114 CATCH BASIN GRATE 1111111111Illlill'. illi I. 1111 r; lir ' Iu+rl+lt> { trfill,ta Ilur Iilill Is„ro IIi1l11JIlillli 1'•Be ,rtt!:„L: , ,; 1!1.11111011111: Pli111II1'117f11 - ::_: '"•-'e.+ - h F-11111411111 111111fillIVI i .1;;►U�1111NI' ''Iv+tilrellpll'i -:__`tiMr....„• ¢ N •,i 1114 -�� cNi .rr■_ 4� rawer-E112 ai �_ - ,. CATCH BASF •` .` 6 0" s` AREA DRAIN �A��4%�#�I�� . .• z o �,o� rr� �� oi,� -r EXPANSION RESTRAINT CATCH BASIN ��i'Ij►��j .ii .,:=::�, -- • ..illut k;riu - -d FLOW iiia �ill Is iui„ .•_. ; i� _.� i • ei oLu m D �- iitll,1114!Ill'II oillivc •+- 7.;`�,�� _�d ••. �co it rnri o 04 Z1 G , .aii `i.M�_ii; � iluiiiru;i • = STORM PIPE • e x ��, ... .-cE _-' t'e_=:;-! 1! kr�f!r'I�u„ FLOW • �� LA co El v, Z ,11 iy i,k.,t d9 Dam 90TTOAt ,' 1 1 M�Elt,lf t"-- • t� 1 I U >'v II�IIIIIIiIi 'I �� } a 'ro rn 1111111+111111' d .. • • y - 1 ••! 'A \ U 0 .14i. �� + a i,iii i r,,, -r- }•► `l .. • ' ... •• - •. t m-Ca Z 0 ',- I'm = Q ` I I 1E111',1 1 ' .: - ''n Z .- N 11:IN'p11II,ll ''� Lt,-IX DITCH INLET "illlllr ,,, PLAN VIEW !;n r0,, 2"X2"X$'4" RUBBER BLOCKS Q LL l4j►rt illi. ; LOco m 44 I[„-.',F: POLYPROPLENE co NOTES: 6" overlap of bags. FILTER SACK (WOVEN) U 1. ADDITIONAL MEASURES MUST BE CONSIDERED DEPENDING ON SOIL TYPES. WOVEN POLYPROPLENE SACK 1 cNi cv 2. BIO-FILTER BAGS SHOULD BE D PROF STAKED WHERE- APPLICABLE USING -`<C ,$ , c, (2) 1"x2"WOODEN STAKES OR �NCENE c", APPROVED EQUAL PER BAG. NOTE: 54•.. 3 r a FOR FURTHER INFORMATION 1. RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION ` ON DESIGN CRITERIA SEE 3. WHEN USING 30" BIO-BAGS TO ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION . Aer`�7 � SERVICES ERASION PREVENTION AND SEDIMENT CONTROL 'P �'` HAVE 4 BAGS AND THEY SHALL BE AND SEDIMENT CONTROL FABRIC INLET SACKS TO BE DETERMINED / OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. BY MANUFACTURER. PLANNING AND DESIGN MANUAL. cailNIEV-CC Q. EXPIRES: 12/31/2917 In INLET PROTECTIONINLET PROTECTION SHEET TYPE 4 CleanWatell• Services TYPE 5 CleanWater Services •uz commitment is clear. Sur commitment is clear. 4 DRAWING NO. 915 REVISED 12-06 DRAWING NO. 920 REVISED 12-06 EC2 I N . r Q CITY OF TIGARD CASE FILE NO. SDR20I6-00001 N 0 0 N I. I W a G 40MATUREr TREE CANOPY / „MATURE 0 „� TREE CANOPY W I Ce ..,. lab. �7 Akio _ _ .... ... r...._...^ _ ...,. �.�..� ... _ �. r. J C ley k ea/:)��I . qt74017;1 ` — vim •,,, Q W �� -=los.,-..r. � NOTES — u- cn C2 -� L te /Ate '62 t/I -•)4tv - ,,.----- - - -- � = 1. CONTRACTOR IS RESPONSIBLE FOR PLANT QUANTITIES. IF THERE IS A DISCREPANCYQ' i t i— 6 re° w ' `` "'iM .' HE N WHA iS OWN AND E UANTITY IJSTED DESIGN INTENT PREVAILS. O N Q �/ .,/�� / 1., -" TWEE T SH TH Q , ,..J Q ,b111611...Liallismiti► / `� i '' .l„� �\ Q �-- 0 , Aaik / 1 6 ./ ��4' �� ” 2. A PERMANENT LANDSCAPE IRRIGATION SYSTEM SHALL BE INSTALLED BY A L[CENSED — X 40 n, /�I I. 1r AND BONDED CONTRACTOR AND SHALL FOLLOW ALL LOCAL AND STATE CODE STANDARDS. m f� OrOCY--. 4% t":�'' '` * ��rrM__ WATERING SHOULD BE PROVIDED AT A RATE OF AT LEAST ONE INCH PER WEEK BETWEEN Q L,L EXISTING 6' TALL / ( Arc / /'� .� � \ M �"" ° ♦ �� }� .�.::� / JUNE 15 AND OCTOBER 15 IN ALL PROPOSED LANDSCAPED AREAS. IRRIGATION CONTROLLER N 0 a ■� W u}CMU FENCE SHALL BE PLACED IN A SECURE LOCATION. EXIS1ING IRRIGATION SYSTEM SHALL BE CAAlPROTECTED AND REUSED WHEN POSSIBLE. LO 41,111, ,Idp, p . j \ 3. PLANTING SHOULD BE DONE IN NATURAL-LOOKING CLUSTERS. PLANT ALL CLUSTERS INwi.•—! ________4s. - ! I I Iww��wn.wal hw�w�iwr-: {Tr "'�::_ m_ _ —�. � �� \ �, `` '�, UNEVEN NUMBERS (GROUP OF 3, 5, 7, ETC.) MAKE SURE BURLAP AND ALL EXTRA ITEMS Wit; isi WO/ _10,,,......„, �~� ►r�� _ � // w��l. ARE REMOVED AND ROOT BALL IS LOOSENED BEFORE PLANTING. 0 I ° 4 � *WI � •�.� I/ \ °`^+ `� =� 4. PLANTING SHALL BE EXECUTED IN ACCORDANCE TO STANDARDS ADOPTED BY OREGON 411,, �- • * �, a Iti - �, �'‘.°4‘'''.10011111%,.-',... ��,,,� LANDSCAPE CONTRACTORS BOARD (OLCB) AND OTHER APPLICABLE INDUSTRY STANDARDS Is ° 44' e3 d`' / r Wit «: �}( /WATS114 '...Nr***',".,.., 5. ALL PLANTEDAREAS SHALL BE MAINTAINED ON A REGULAR SCHEDULE TO KEEP A ° �,, �� , \ � � �MA� WEED FREE AND TIDY APPEARANCE. 1 ti 4, ` i r • .��.L '11 401111011% 6. PLANTING AREAS SHALL HAVE A 2 INCH LAYER OF MULCH APPLIED AFTER PLANTS f ARE INSTALLED, EXCEPT THE STORMWATER PLANTER AREA. /'�/ /a , 1 Ce i #1 4- 7. CONTRACTOR IS RESPONSIBLE FOR TREE PROTECTION OF EXISTING TREES DURING ° *I ., s~'RIN ^ "-, F'— CONSTRUCTION. Ifin 15' WIDE LANDSCAPE f \ '4414 `` . 8. LANDSCAPE COVERAGE REQUIREMENT. W Z LL SCREEN BUFFER i / Ir LL ° ``' � ~ s TOTAL SITE AREA = 11,750 SF - Q �3 i / � '` � / MIN. 33% LANDSCAPED AREA = 3,878 SF0 V / \ '4,,,,,, � .,.s\ PROPOSED LANDSCAPE AREA = 4,393 SF or 37% um Z (� ' ' • '° • / \ " � ' � Q 6 i *7 d / / � � ;. - REQUIREMENT MET.• Z J :I \ `'' C 9. TREE REQUIREMENTS. < an ° 41k*// • 197 LINEAR FT OF LANDSCAPE BUFFER. MIN. OF 13 TREES REQUIRED. CCI IJ i . #1 , , 4 z /'-.1 , 7 ''''Nt 16 EXISTING TREES PROVIDED AND 4 TO BE PLANTED. Ce EXISTING LANDSCAPE ° #I 4 . ..: 1 / • \ REQUIREMENT MET. 4 / // / 10. SHRUB REQUIREMENTS. E . / f` / \ / 3,000 SF BUFFER AREA. (30) 5 GALLON OR (60) 1 GALLON SHRUBS REQUIRED. ° / 60, 0, PROVIDED. o 4 1 # *‘' / REQUIREMENT MET. j - / 6 / 11. TREES AT PARKING. I ft`r• ` / / / in T # OO)' // (3) RED MAPLE TREES WITH 40' DIAMETER CANOPIES ARE PROPOSED. - / TOTAL PARKING AREA = 3,031 SF o ot- /4 y� MIN. CANOPY COVERAGE = 30 % or 910 SF aN�� _ � 4 ' A // CANOPY COVERAGE OVER PROPOSED PARKING = 1,458 SF = 48 % COVERAGE C N 15.Q : �e ° A4 i�siif� / REQUiREIvIENT MET. p o I r a 4.01".<4, ,,c, i$4,10•Pop 4 / cn 43 r� ;:::° 12. THE OWNER TENANT AND/OR HIS/HER AGENT SHALL BE RESPONSIBLE FOR MAINTENANCE a / �!�,,. ` `,"�'��.0,04 0.r / OF ALL LANDSCAPING AND SCREENING. LU o I t, 4, ,� 1 a. ° _� lito,4407-� :'.,' / 13. ALL PLANTS SHALL BE OF HIGH GRADE AND SHALL MEET THE SIZE AND GRADING zJ h �� / STANDARDS OF THE AMERICAN STANDARDS FOR NURSERY STOCK. Q ° j / / I ; � �� / 14. TREES WILL BE MAINTAINED SUBJECT TO THE TREE RELATED RULES AND REGULATIONS OF o ° �:'� =� �\ %I/de / / THE CITY OF TIGARD. �� z •,1 �!i� 101 41 11q1 ,14 64) =I Q 40' MATURE ` 1 ,� I �/ PROPOSED STORMWATER FACILITY PROPOSED LANDSCAPE LEGEND TREE CANOPY // 1 �' / STORMWATER PLANTER PLANT MIX - 586 S.F. (I) L, 0 ° �"��: / QUANT. COMMON NAME SCIENTIFIC NAME SIZE/GOND. SPACING / QUANT. COMMON NAME SCIENTIFIC NAME SIZE/COND. SPACING °0 lif c Q L�1` jt / fth 19 ROSE ROSA x 'MEIPOTAL I GAL. 5' O.C. Id,CD H N N cj i- DOGWOOD/ 20% RED TWIG CORNUS SERICEA 1 GAL, 5' O.C. AR \� C EFREE 0 0 8 ,zo ASA I' ; / SPIREA DELIGHT 04a q , tiO M / * 78 TALL OREGON MAHONIA AQUIFOLIUM 1 GAL. 3 O.C. 4 o cr.-1,,..7)...i? a �• _�� 1lir �'�~/ 10% DOUGLAS SPIREA DOUGLASII 1 GAL 5' O.C. ¢ '�SD ro 1 r / GRAPE m z 0 0 E ts -4.. 20% CREEPING MAHONIA REPENS 6" POT 2' O.C. `"„.. p,_„_,u 15 WIDE I / OREGON GRAPE 0- 31 INKBERRY ILEX GLABRA 1 GAL. 4' O.C. Ivi�°' Z w X # 4 LANDSCAPE ° / IRIS ' ';'.. cin LLI LLI a Q SCREEN BUFFER I i SHAMROCK I �1- v 411114111 ii 15% DOUGLAS IRIS DOUGLASIANA 6" POT 1.5' O.C. -,,„� co m Q,N z I I10% YELLOW-EYED SISYRINCHIUM 6" POT 1' O.C. (O. r j -ar:a.•-�.° GRAS5 CAL.IFORNICUM of 3 RED MAPLE ACER RUBRUM 2" CAL. PER PLAN 10% HARD-STEM SCIRPUS ACUTUS 6" POT. 1' O.C. o :::"SEDGE t4PN II I 15% CAREX OBNUPTA 6" POT 1' O.C. NiNi*/ 4 WEEPING ALASKA CHAMAECYPARIS 2" CAL. PER PLAN01 I ° CEDAR NOOTKATENSIS ,, � EXISTING 6' TALL � PENDULA CMU FENCE i . ` MATURE TREE CANOPY COVERAGE OVER PARKING AREA. a / `ti l EXISTING DECIDUOUS TREE I I I * 1U) EXISTING CONIFER TREE SHEET n I i co ! I / 20' 0 5' 10' 20' b I / I 1 LANDSCAPING PLAN %Mi_Wt! L 1 N _ ■ 0 r C1.0 SCALE: 1 : 10 SCALE: 1" = 10' CITY OF TIGARD CASE FILE NO. SDR2016-00001 A N NO Q t / W v a - _ . ._ .� _ �_ _ .� _ _ _ � _ _ _�.. _ _ _ _ TREE PRESERVATION NOTES D Z _ Z I . .� o 0 / ECG = EFFECTIVE CANOPY COVER. W #5 / $, e 4 ,\; ,�� ;� CONDITION RATING IS 0 - SEVERE DECLINE OR DEAD; 1 - DECLINING; 2 - AVERAGE; 3 - EXCELLENT. ,J n. /Pill bi a= '•,=- ,...- PRESERVATION RATING IS 0 (HAZARD), 1 (DEAD OR DYING), 2 (AVERAGE), 3 (RESILIENT) R . 0 %— c)V Q g 1-4"-Ii :. Im'"' 0 ki ii: 4,-; 4fe / 1/4,.. ��'7177400111;>•%,,,.-tiRPZ IS SUGGESTED ROOT PROTECTION ZONE, MEASURED IN FEET OF RADIUS SURROUNDING THE TREE- LL r k F' '_+�!�► � ANALYSIS AND MITIGA11ON, W ("3 ❑ La �, y :�� '` . ` 7488.9 SF EXISTING CROWN COVER BEING PRESERVED ON THE PROPERTY. CL ~ ,' '�� Nlit Aksi ,.„4,..„,; ��. ��' -_�.. � �::�_�` PER SECTION 10 P:14T313.SMF..2.13E THIS DOES NOT INCLUDE ANY TREE WITH A CONDITION OR PRESERVATION RATING LESS THAN 2. J � ill a EXISTING 6' TAIL �� w �! � aI"'Uil re CMU FENCE � � .-.. CG DISTRICT REQUIS 30% EFFECTIVE TREE CANOPY OVER PARKING AREA. cn�:� �; 'w, t PARKING AREA IS XISTING TREES ARE NQT LOCATED SUCH TO PROVIDE THE REQUIRED EFG PARKING AREA CANOPY. r , U) N 1""" (3) RED MAPLE TREES WILL BE PLANTED TO ACHIEVE THE MINIMUM 30% EFC OVER THE PARKING AREA. NO TREE CANOPY FEE REQUIRED. / ILI to C`l 0 I 7 )1. f Q 4 D D 4i ��1,4 , "� . 4/ Lk i Illik a.F1 ,,f,f, „el ( p�►, ::� TREES BEING REMOVED PER LEGEND AND TREE TABLE TO BE REPLACED WITH WEEPING ALASKA CEDAR. 2 , r >- #8 I . Jib-, , ?rf• „, 4 . . , . . . .- - . % # V / \ 4yqf \ lity 4_ ,4.4. , N I / i \ l "L‘e%''''''-',N,14 ,,,,..,r,.._ -'1'.:":7-...: NN- ,.. .46.,;.,,,.. ,..,,, V CI 'i \ / , 4 .. 4' 4T-I \ N„, 1 ; 1 \ / \ . , 7. i N 0,9 Nr.t, '''''',4„, -,..,..74,4 -4: '''''-"Ii ree I= 15' WIDE LANDSCAPE !"'!! r :.N SCREEN BUFFER AND _2p7 , '� . . 4 _, ' 1,,,\. LEGEND a ROOT PROTECTION ZONE - \-f , ,. `M �r*i C pe ru Z 5800 EXISTING TREE TAGS Lu di. #11 A 4 '' .. ►=: ” O %� ` A' " --- -- -�- -� PROPERTY/ROW LINE tj 1 T IL J '- - - PROPOSED ROOT PROTECTION W ZONE PER ARBORIST / ! _. Z #12 J• /ti ,\ / r fy -- jos---- -- EXISTING 1' CONTOUR LINE < 0 \ 200 EXISTING 5' CONTOUR LINE CO W o � I 4 — D W G -\ G #13 ° / . ' - Ate__ —� / EXISTING DECIDUOUS TREE TO REMAIN Ii / � " �/ i. I EXISTING CONIFER TREE TO REMAIN o #1411) / /I '+' REPLACEMENT TREE ji‘If a PROPOSED RED MAPLE h 115 is ' - N REMOVE TREE STUMP 1.0 o /rr'ii PROPOSED WEEPING ALASKA CEDAR TO F �; ' #%�lri%�r o K'(?/, .9_.A ./...4,/,00rrrrrr0 a#18 - ;•,"�rrrri • REPLACE TREES THAT Will BE REMOVED o � � ° / 4r�r/r�r�,f Z o :�rrrrrrr TREE TO BE REMOVED TREE TABLE (75 ••forili - = REMOVE TREE / ki #17 IR" -iiii . y o .� �I T`st�mtrnlatt�e DBIi Crtn Cron a nl ivonclition Pres Preserve2 Cemiveats �tPZL,.i REPLACEMENT TREE11111111" �/ Pe. - lcW_....„ 0 �� .._ \ TRas _ s�.Ff. Stand .Rating W c a. REMOVE TREE ; / i,, 4 Leyland : :: REPLACEMENT TREE 11 12 452 lb 0 2 2 fires $ w r— Leyland cypress 11 12 45216 2 es 8 fz 7 :_eyland c REPLACEMENT TREELIIIoI��,J / ypress 10 w 12 452.16 0 2 2 Vires 8it y 8 eyland cypress 11 12 452.16 0 2 2 yes $9 Leyland ocypress 9 12 452,16 0 2 2 yes $ `it o 0 #19 WIVIe E \ 10 .Leyland cypress 12 12 452.16 0. 2 2 yes 8 , " , - nintiv...16 A 11 Leyland cypress 11 12 45216 0 2 2 yes 8 �_; r N, E #20 �� 0 12 Leyland cypress 9 12 452.16 0 2_ 2 yes 8 ; � ' v' m 2 0 a REMOVE TREE 13 'Leyland cypress 9 12 452.16 0 2 2 yes: 8 Q 17. 15' WIDE ° / �� 14 Leyland cypress 12 12 4 16 0 2 2 yes 8 ?o r,..0 0 15 Leyland cypress 8 0 0 0 0 0 no fell over and cut cuff O -s m Z 0 0 0 Q LANDSCAPE f o E r16 Leyland cypress 10 12 452.16 0 2 2 es $ --�4` z a w SCREEN BUFFERI( ----__ Y yp _ J 17Leyland.cypress 8 12 452.16 1 1 notipping la. X i ��/ 18 Leyland cypress 11 12 452.16 0 1 Inc tipping 0 �_y mss.. 1 tom ,y, #21 I i \ 19 plum 16 15 706.5 0 2 2 yes 8 o 4 r �s 20 E.hawthorn 8 6 0 a 1 1 no nuisance:list 0 #22 I f / �� 21 Leyland cypress 8 12 452.16 0 2 2 yes 8 ' N �. i 22 Leyland cypress 10 12 452.16. 0 2 2 yes 8 0 j� 4 II / / 23 Leyland cypress 12 12 452.16 0 2 2yes 8 393.22 EXISTING 6' TALL I �J u CMU FENCE ° 3 #23 , 1 / f - I;I / I !4z.-`) } a. f SHEETirl , i I / 1 I 20' 0 5' 10' 20' o 1 URBAN FORESTRY AND TREE PRESERVATION PLAN •Ns •��_ L 1 • 1 N �� 0 L1.1 SCALE: 1 : 10 SCALE: 1" = 10' Eiz X, CITY OF TIGARD CASE FILE NO.SDR2016-00001