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' SUMMIT ENGINEERING LLC C1.0 COVER SHEET �I � i'' iii - �+ ''� �� PO BOX 219263 n g!. ,Iii ►/ti1�ai`'Ma_sr 4 Is `/'� "r_r'r"" �,_'�sm© "`" PORTLAND, OR 97225 CIVIL ENGINEERING PLANS Y�g %...44 �..litt'�I.m... ��-�� .� � C1.1 EXISTING CONDITIONS PLAN �� , ��r• CONTACT: JULIE HAVELKA C2.1 SITE PLAN `114iik__, �,�. � ■� mrsvN � � 1 C2.2 GRADING PLAN "111111 �, � © ) /// 1 PHONE: 971.251.0194 C2.2A GRADING DETAIL PLAN / / -;✓��_ *�a ,J/ .` ►&m •.acam ftlN°` miv EMAIL: julieC�surnmitengineeringlIc.com C2.3 UTILITY PLAN Inn� tWs '^nhipTh� ��r/ t- C2.4 STORM AND SANITARY PLAN AND PROFILE Client �1�1 ' IM% a� '" 0... � :•,,� e r t ;fir` AND DETAILS Evergreen Builders, LLC ' 1�- + / � a� �l f GEOTECHNICAL ENGINEER c8.1 DETAIL SHEET c/a Joe Westerman - ►1I% r�� r, .intaw..n...srPat ,''� a t 7 C05 DETAIL SHEET` e Pomo ,Au r _ � 1GEODESIGN0050 EROSION AND SEDIMENT CONTROL COVERSutoDW Hunziker Road, `��,1� ��AJ i8�i�Ar g !EE:ER rkwayTigard, Oregon 97223 " 4 sr 7 � lA MILLER P 411, � , E3 1 c053 EROSION AND SEDIMENT CONTROL DETAILS �� fa / <"_ r a PHONE: 503.726.3106 yy '////// ` A 1Ai \ \ R1.0PUBCOVER IMPROVEMENTSCOVER SHEET ca i /r, �J� EMAIL: tmiller®geodesigninc.com / / / / • vi '' d ,"itt #�it11#% ,, R2.0 SW GREENBURG RD - PLAN AND PROFILE bi ¢ €(4 Lrl' CLIENT STA 10+00 TO END Project fm ) : yet ^. "k-.. R3.0 SW GREENBURG RD - STRIPING PLAN � � H . !/ f / *�, 4 Evergreen Builders, LLC STA 10+00 TO END Greenburg Road I �• iib: le' Apartments PROJECT v �, I 1 vi,/ A, m;,/ c/o Joe Westerman R4.0 SW GREENBURG RD - ILLUMINATION PLAN 9550 SW Greenburg Road "'' -, ,w ' to, , 7420 SW Hunziker Road, Suite D STA 10+00 TO END SITE NOT TO SCALE fry d , •.' , Tigard, OR 97202 ., �4 ; Tigard, Oregon 97223 R5.0 DETAIL SHEET / J 4 • • 5- • x R6.0 EROSION AND SEDIMENT / / \ j itto -`•,,, CONTACT: Joe Westerman CONTROL PLAN AND DETAILS /-- / i+ r4% 1 4. " PHONE: 503.313.4621 LANDSCAPING PLANS Designer Q � EMAIL joe®jmwproperties.com L1 LANDSCAPE PLANTING PLAN Builders Design, inc. 0 (� lI#,�jr 0 t L2 TREE CANOPY SITE PLAN 11125 N.E. Weidler St. `4i ' , , 441% Alfre L3 PARKING LOT TREE CANOPY PLAN Portland E �� , L4 SOIL VOLUME P OR 97220 �./ t� ® SURVEYOR V M LAN Office: (503) 252-3453 ,; s 1 (r' �' •�.�\, \ L5 OFF-SITE TREE PRESERVATION PLAPi 5 /4* '. .------ ( / ILI . i i �cet ' PO BOXKC E39$MENT PHOTOMETRIC PLANS APPR0V COI 'Rl1CTIC�F� Camas, WA 98607 SL1 SITE LIGHTING PLA ceEtxwnr e�w SW raxtras as 0.,m • •"•,,. ,�,� \ CONTACT: CINDY A. HALCUMB PROPERTY DESCRIPTI ;'� F- 5GAPD • / /� ` �:. `-` s ` PHONE: 360.834.2519 PROPERTY ID: W273156 E'C , 104.1~e� .. V , %.,-- ,... EMAIL: cindyCwkcdevelapment.net COUNTY: WASHINGTON s STATE ID: 1S126DC009t C Ft-i 1 I �.,•,- se locust sr NEW IMPERVIOUS AREAS: - A O eI ALT ACCT #: R238282 �•� "� `•, _ -__-- 6.9,,6 > e LANDSCAPE ARCHITECT ADDRESS: 9550 SW GRE U OATO' ��14 PUBLIC ROW 2484 SF '' �' ti O X CITY, STATE: TIGARD, OR 97202 � -' - s4 PRIVATE PROPERTY 55038 SF .•. , v� ,? s.: ..,,�{:. .. .. , 1 m . . - •-` CLARK LAND DESIGN ;:1._C / TOTAL 57522 SF •A A _.� Zr"I 10013 NE HAZEL DELL AVE, #177 �_�� I. VANCOUVER, WA` 9$685 CASE FILE NO. /-- / TOTAL DISTURBED AREA: ® 5( C] I ( 70248 SF , T CONTACT: JAMES CLARK SITE DEVELOPMENT REVIEW: SDR2014-00002 ' / ADJUSTMENT (VAR): VAR2014-00010 ( �°F 1.61 AC PHONE: 360.9214445 ADJUSTMENT (VAR): VAR2014-00011 ' 7 �' MUM. a �_ T EMAIL: infoC�clar landdesign.com PERMIT INFORMATION a PROJECT SITE AREA MAP f\ (-1- \ OVERALL f LANNOTICE TO EXCAVATORS: SEPARATE PERMITS REQUIRED FOR PLUMBING, SITE NOT TO SCALE " ATTENTION: OREGON LAW REQUIRES YOUTO FOLLOW ELECTRICAL, MECHANICAL AND FIRE SPRINKLERS. '' -. °� 1 10 OREGON UTILITYLENOTIFICATION CENTER. DEFERRED SUBMITTALS: ~ THOSE RULES ARE SET FORTH IN OAR 1. MANUFACTURED ROOF TRUSSES S ADOPTED BY THE __ , r- ~ 952-001-0010 THROUGH OAR 2. FIRE STOPPING `�'"' .',"' GENERAL NOTES 952-001-0090. YOU MAY OBTAINCOPIES 3. ELECTRICAL / / GENERAL c NOTES CENTER. 4. THE RULES BY CALLING THE 4. MECHANICAL / / _� (IJnTF• THF T71 FPI-InNF NI WRFC) rnp 5. FIRE SPRINKLERS SYSTEM (C) COPYRIGHT 2015 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PLACE, TIME AND DATE FOR A PRECONSTRUCTION MEETING. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS THE OREGON UTILITY NOTIFICATION SUMMIT ENGINEERING LLC PROVISIONS OF THE FEDERAL AND STATE LAW, THE TIGARD 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER CENTER IS 503-232-1987). THESE DRAWINGS ARE THE MUNICIPAL CODE, AND THE TERMS OF THE AGREEMENT WITH THE CITY'S INSPECTOR, AL DICKMAN AT (503) 718-2463 TWENTY THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SATISFACTION. PROPERTY OF SUMMIT ENGINEERING CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO FOUR (24) HOURS PRIOR TO COMMENCING WORK, (48) HOURS SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE. 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY POTENTIAL UNDERGROUND FACILITY OWNERS - LLC AND ARE NOT TO BE USED OR THIS PERMIT. 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT r REPRODUCED RI ANY MANNER, PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LISTING), AND � � �0� S1 �'��[� ��P� wiTHouT PRIOR WRITTEN 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS AFTER COMPLETING WORK COVERED BY THE PERMIT. VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO THE THE PERMIT HOLDER'S EXPENSE. DI ' Safel ■ AUTHORIZATION. THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, ANDA COPY OF START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY � ' / / STREETS AND HIGHWAYS," US DEPARTMENT OF TRANSPORTATION, THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAVE Call the Oregon One-Call Center UTILITY PROVIDERS / / FHWA, CURRENT EDITION. SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT BEEN PLACED. DIAL 811 or 1-800-332-2344 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS; HOLDER'S EXPENSE. CHANGES MUST BE APPROVED BY THE CITY 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN PORTLAND GENERAL EL-E,p" ary� � REVISION SCHEDULE: IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC TO THE CITY APPROVED PERMIT PLANS AND APPROVED PLAN IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL WRITING, THE NAMES AND 24-HOUR EMERGENCY TELEPHONE 9480 SW BOECKMAN RO �FOBQO - LTA ISSUE DATE EMERGENCY TELEPHONE NUMBERS CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL AMENDMENTS; TO THE CITY'S STANDARDS AND SPECIFICATIONS; COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLEWILSONVILLE, OR 97070 AppJI - PLAN SHALL BE AVAILABLE AT THE WORK AREA. AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE 22. A TEMPORARY HARD SURFACE PATCH (COLD MIX AC OR HOT MIX FOR CONSTRUCTION SAFETY AS PER OR-OSHA CHAP. 437, DIV. (503) 570-4407 Q� - cxose t \ - 11R- 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN 3 CONSTRUCTION, SUBDIVISION P NW NATURAL GAS EXCAVATIONS. THE CONTACT: GORDON HILL TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM WORK PERFORMANCE. ROADWAYS AT THE END OF EACH DAY'S WORK. NO TRENCH, ON CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL M-F 7am-6pm 503-226-4211 Ext.4313Parini �-- AFTER HOURS 503-226-4211 ' " - 1 THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE SITE OR OFF SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE ASSIGNMENT CHANGES. NW NATURAL GAS Addtent;e a 'a « , so:17 s. ' i- PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND 32. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PGE (503) 570-4407 DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD APPROACH ROADS SHALL BE MAINTAINED INA CLEAN CONDITION, CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS CENTURYLINK 1-800-573-1311 220 NW 2ND AVE . ; LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PORTLAND, OR 97209 VERIZON 1-800-483-1000 _ DSO_ 1 a tie POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PROCESSION OF WORK. PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR (503) 226-4211 'PF TIGARD AND BEAVERTON SCHOOL DISTRICT. - PERMIT HOLDER'S CERTIFICATE_ OF INSURANCE SHALL BE 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR PROPERLY EXECUTED EASEMENTS SHALL BE PROVIDED TO THE CONTACT: BOB KELLER' + •�- / 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE AVAILABLE AT THE WORK AREA. OF EXISTING FACILITIES (ROADS, DITCHES, ETC) AS MAY BE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE - - - ---•-- / PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF 16. THE SPREADING OF MUD, DEBRIS OR STORAGE OF MATERIALS OR NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME FOR THE PERMIT HOLDER'S FAILURE TO OBTAIN OR PROVIDE FOR - AGENCY CONTACTS - CLEAN WATER SERVICES SHEET TITLE: AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE - EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 2550 SW HILLSBORO HWY OFFICE COPY CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE -INITIATION OF STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE 33. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE - TRI-MET - HILLSBORO, OR 97123 COVER SHEET CONSTRUCTION WORK. IMMEDIATE CANCELLATION OF PERMIT- THE CITY MAY AT ANY TIME WORK SHALL BE DONE AT THE PERMIT HOLDER'S EXPENSE. PERMIT HOLDER SHALL CLEAN AND COMPLETE A - - 1800 SW FIRST AVE SUITE 300 (503) 547-8100 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL. ORDER- IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK TO- 24. ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. PORTLAND, OR 97201 CONTACT: OPERATIONS TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE ACCOMPLISH CLEAN-UP. IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS CONTACT: GRANT O'CONNELL AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE -UNTIL 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL - FRONTIER - PREVIOUSLY APPROVED CONSTRUCTION PLANS AND ALSO ANY (503) 962-6478 EFFECTIVE ACCESS IS ESTABLISHED. DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE IMPROVEMENT -WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. 4155 SW CEDAR HILLS BLVD 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN - CLEAN WATER SERVICES AND OREGON DEPARTMENT OF - OR FACILITY, - SHALL BE PROVIDED TO THE CITY BY A REGISTERED 34. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER WASHINGTON COUNTY BEAVERTON, OR 97075 PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL ENVIRONMENTAL QUALITY (DEQ) STANDARDS. THE GOVERNING CIVIL ENGINEER ALONG WITH AN ENGINEER'S CERTIFICATION OF QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK, AND 155 N FIRST AVE SUITE 350 (503) 641-2004 / BE EFFECTIVELY MAINTAINED. JURISDICTION SHALL AT ANY TIME, ORDER CORRECTIVE ACTION INSTALLATION COMPLIANCE. SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE HILLSBORO, OR 97124 CONTACT: DAVID ANTHONY 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7:40.180, WORK AND'STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION PROPER FUNCTIONING OF THE FACILITY / 25. A SEWER SYSTEM A .IR-REST AND (VHS) TV TEST REPORT AND CONTACT: MICHAEL ENLOE AND / / IS PERMITTED BETWEEN THE HOURS OF 7:00 AM TO 7:00 PM CONTROL 35. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE SANDRA CUDDIGAN TUALATIN VALLEY WATER DISTRICT DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY ENGINEER. 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE ONE SET OF BLUELINE 'AS-BUILTS" (OF EITHER OR BOTH THE TO THE CITY A SCHEDULE FOR PERIODIC (QUARTERLY) 1850 SW 170TH AVE DRAWN BY: JMH 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARK STORM AND SANITARY SEWER SYSTEM) SHALL BE REQUIRED BY (503) 846-3842 MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER ROADS WILL BE LIMITED TO 9:00 AM-3:OOPM UNLESS DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAIL BOXES, ETC. THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF BEAVERTON, OR 97006 APPROVED BY: JLH SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) TUALATIN VALLEY FIRE & RESCUE (503) 642-1511 AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH ANY BUILDINGS TO THE SEWER SYSTEM. / / YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF 7401 SW WASHO COURT, SUITE 101 CONTACT: SARAH ALTON PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN LIKE KIND AND MATERIAL. 26. THE PERMIT HOLDER'S ENGINEER/INSPECTOR SHALL SUBMIT DAILY SHEET: 3:OOPM-9:OOAM UNLESS AUTHORIZED BY THE CITY ENGINEER. 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S THE PUBLIC IMPROVEMENTS.(3) YE. S OCTOBER 1ST OF EACH YEAR (503) IN, OR 97Q62 DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER SHALL (503) 259-1504 I 10. MINIMUM TRAVEL LANE SHALL BE TWELVE (12) FEET; PEDESTRIAN CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED INSPECTOR. (SEE DEVELOPER ENGINEER AGREEMENT NOTE #5). REPORT, IN WRITING, THE MAINTENANCE ACTIVITIES TO THE CONTACT: JOHN WOLF TRAVEL SHALL ALSO BE PROVIDED FOR, THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD MONITOR C1.0 11. THE CITY AND THE COUNTY RESERVE THE RIGHT TO ADD TO OR THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE PROVISION OF TESTS AND/OR REPORTS FROM THE PERMIT PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY GOVERNING JURISDICTION MY, AT ANY TIME, ORDER CORRECTIVE HOLDER, PERMIT HOLDER'S ENGINEER OR CONTRACTOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SURVEY TIED TO: WASHINGTON COUNTY BENCH MARK NUMBER TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND 105, THE TOP OF THE NORTHWEST BOLT ON THE SIGNAL POLE SAFETY. DRAINAGECONTROL. ADEQUACY COMPLIANCE. SUCH TESTS REPORTS SHALL BE MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY AT THE SOUTHEAST QUADRANT OF SW GREENBURG ROAD AND / / 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT 20. OREGON LAW REQUIRES FOLLOWING RULES ADOPTED BY THE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. DEFICIENCIES IDENTIFIED IN THE EVALUATION. SW HALL BOULEVARD WITH RECORD ELEVATION 240.75 . JOB NO.: HOLDER SHALL BE CONTRACTED BY THE CITY'S PRIVATE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET 28. THERPERMITHOLDER SHALL PROVIDE A COPY OF A PROPERLY DEVELOPMENT INSPECTOR (503-718-2463) TO ESTABLISH A FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR 2ND PERMIT SUBMITTAL - FEBRUARY 2016 15-085 C:\Users\julie\Google Drive\Jobe\2015\15-086 Greenburg Road\DWGa\086-C1-O.dwg 12/1/2015 7:48:11 AM TOPOGRAPHIC BASE MAP 9550 SW GREENBURG ROAD 2 A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, - TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., E CITY OF TIGARD, WASHINGTON COUNTY, OREGON i CO_ CIY PREPARED FOR CO to EVERGREEN BUILDERS, LLC o ,:g � ff j f`( ./ :' JULY 27, 2015 iii 1 / /NHx If ° �- LEGEND /0 f • FOUND LOT CORNER j f / fi CS n �F _ 1 �I ra Q 1 US SANITARY SEWER MANHOLE / 0 SANITARY SEWER CLEANOUT /` y ./N ETSTORM DRAINAGE CATCH BASIN / / / asI !I / ® STORM DRAINAGE MANHOLE / / ! `� r \ Y ,- FIRE HYDRANT Client MNk. , / TREE CANOPY Evergreen Builders, LLC 46.94' ` N V FIRE DEPARTMENT CONNECTION c/o Joe Westerman FL=232.29' +` / 1 , --'Y w�i` WOE NON—ACC STRIP . :t-. 7420 SW Hunziker Road, , OUT (N) / t ( 1/ D ". 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SHOWN ON THE BASIS OF SURFACE STRUCTURES, /f / j �a• ` \� \ \ \\� N AS—BUILT MAPPING, AND UTILITY LOCATES BY OTHERS. 1 ' I it• a 1 \ `\ 1 ( \ �; ��. If F r co / \ C N \ �� 1 \ ��\ PREPARED BY. I I //1 —4 N ? 03 / . icZoot \ , \ co �� _� \ N1� ��.,k < (+1111 DEVELOPMENT f 5 \ ., 1/ j `1 \ " -- TF?EE CANO,�r -A CERTIFIED DBE& WBE / / vp�y l____\ \i ' RES-OR TIGARD, LLC � 7 x Cam BOX A398607 / / (J2MB, LLC) 7 360.834.2519 / / 36x.834.5498 I y I DOC. NO. 9758638 ? ( s �>/ /\ , -\ \ - . t y4, \ "114e \\----N-y-----' , .w�a .=ems., orr [Zs. \ \7.,',1,, ) \ \ \..,4- ....___ __ \ I , , \ \ , ..„. ....,,,,. , , c.n A., . , . .. — „ \ ! 11 , , ,, \ \ cc ,. J 1 . . \ \ f Ste-. \ I \� I; �•� SUMMIT ENGINEERING t5 LLC '� THESE DRAWINGS ARE THE \\ ` ` �- PROPERTY OF SUMMIT ENGINEERING / \ / ( 1 \ ` \ i (I LLC AND ARE NOT TO BE USED OR i' I / ` ,l i--- REPRODUCED IN WITHOUT PRIOR NWRMTTENER I 1 I . / / ` AUTHORIZATION. / Imo•--• • I ) \ .i / / ,--- t \ / — REVISION SCHEDULE: .. \ ` ' t / REVISION DELTA ISSUE DATE c q\'- :----- / i . , )/- N,,,- ,\",__\ 1 1 1� / 11� i ( / . , -�, �,- --N._ ....„ ~.'.... \\ ` \N AREA OF HEAVY BRUSH ) 724W / ,_ \ 1 .\ '. / / i ~' ) \ SHEET TITLE: ‹. EXISTING CONDITIONS . 3' PLAN 6. /nnrl-oin nn' /\I 1 EXISTING CONDITIONS PLAN ' l 1 1 HOR. SCALE 1" = 20' DRAWN BY: JMH 10 0 5 10 20 APPROVED BY: JLH (IN FEET) / / SHEET: m / / JOB NO.: 2ND PERMIT SUBMITTAL — DECEMBER 2015 15-086 C:\Users\julie\Google Drive\Jobe\2015\13-088 Greenburg Road\DWGs\066—C1-1.dwg 10/21/2015 10:58:49 AM • / ' • R CONSTRUCTION NOTES ® GENERAL NOTESre SIGHNORTH:T DISTANCE800FT TO ' 1. CONCRETE VERTICAL CURB PER 10/C8.1 1, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE e CITY OF TIGARD, THE CURRENT EDITION OF THE UNIFORM SIGHT DISTANCE LEGEND 2. CONCRETE SIDEWALK PER 11/C8.1 PLUMBING CODE, AND THE INTERNATIONAL BUILDING CODE. REQUIRED: 350 FT ALL WORK IN THE PUBLIC R.O.W. REQUIRES A PUBLIC WORKS RETAINING WALL 3. FIRE HYDRANT ASSEMBLY WI GATE VALVE PER 13/C8.1 PERMIT. i 2, EXCAVATION: EXCAVATE FOR SLABS, PAVING AND OTHER r FIRE HYDRANT 4. 4' PAINTED WHITE PARKING STRIPE IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. o ® WE CATCH BASIN 5, ADA ACCESSIBLE PARKING PER 6/C8,2 ALLOW FOR FORM CLEARANCE AND FOR PROPER COMPACTIONa ,` / OF REQUIRED BACKFILLING MATERIAL. EXCAVATORS MUST g ASPHALT 6, 6' CONCRETE CROSS WALK PER 12/C8.1 COMPLY WITH ORS 757.541 THROUGH 757.571; EXCAVATORS W SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 w . ° ® . 7. ADA ACCESSIBLE SQUARE WING RAMP PER 8/C8.1 HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO g I CONCRETE PADS AND SIDEWALK UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S I ?`� ® •" 8. TRASH ENCLOSURE PER ARCH EXPENSE. VERTICAL CURB PER 10/C8.1 / 9, BIKE PARKING COORDINATE WITH ARCH 3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL f.: DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE I PROPERTY LINE 10. LANDSCAPE AREA, SEE LANDSCAPE PLANS OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) ?? • '- .. '�- p WATER METER VAULT OR STANDARDS. THE GOVERNING JURISDICTION SHALL, AT ANY ? �•• / 10.14\ .4-,,,,_ DOUBLE CHECK VAULT 11, MAX 36" HIGH MODULAR BLOCK RETAINING WALL, DRAINAGE TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO / / �� PER 2/C8,1 ACCOMPLISH EFFECTIVE EROSION CONTROL, / / ? �� \ 3 • MANHOLE OR ACCESS LID \ O 4. EFFECTIVE DRAINAGE CONTROL. 15 REQUIRED. DRAINAGE SHALL Client I ? 12. CITY OF TIGARD PUBLIC SIDEWALK, SEE PUBLIC IMPROVEMENT BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO PLANS ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC Evergreen Builders, LLC f.•_.:.; �� / !/:► lF It' ? �►� ` Q © W 3, 13, CITY OF TIGARD COMMERCIAL DRIVEWAY, SEE PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY c/o Joe Westerman \\(( ? I IMPROVEMENT PLANS IMPACTED, THE GOVERNING JURISDICTION MY, AT ANY TIME, 7420 SW Hunziker Road, / ?? • � ��\ {V 5S� ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO Suite D th kilt S 14. WATER METER IN VAULT PER UTILITY PLAN ACCOMPLISH EFFECTIVE DRAINAGE CONTROL, Tigard, Oregon 97223 ? lt h�� /�/?i , 1 �'k.., 5, CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY / ` - 15. DOUBLE CHECK VALVE IN VAULT PER UTILITY PLAN CONSTRUCTION IMPROVEMENTS TO NEW FINISHED GRADES. D '� 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS # f`: �' I �� ,,• 16. IRRIGATION POINT OF CONNECTION ®Q �� BUILDING 1 i®� '� MUST BE APPROVED BY THE ENGINEER. IC �' 4�� n 17. ROCK DRAINAGE TRENCH, SEE C2.2A - / rR •. 7 :•:• . 8 112' \ 18. EDGE OF PAVEMENT / // � ! ,�,. \**-...---- 19. CONCRETE WHEEL STOP PER 9/C8.1 J / . . :. ./ Project 20, TRUNCATED DOME ADA DETECTABLE WARNING PER 2 C8.2W. : . / Greenburg Road 9 f Apartments 't••:::. � 21. ADA ACCESSIBLE RAMP PER 1/C8.2 9550 SW Greenbur Road l� a CD • Tigard, OR 97202 +V iF 22. TEMPORARY CONCRETE PEDESTRIAN CONNECTION PER PUBLIC i/I t 8 ? ® IMPROVEMENT PLANS st,•••••••, . • ..;.: a :� s ADA SIGNAGE PER 8 2 / 23. S 4/C / 3 r :;� � V '•;S :. . . :. ' ; ..:.: : E AND RESCUE ••••••••••.•••••••: " APPROVED SURFACE, COORDINATE WITH OWNER • • ' • 24 GRASSCRETE SURFACE OR TUALATIN VALLEY FIR Designer t 5, �.::::"' • ': ' : :::• . :::: ' : :... . ':. . : '.. . Builders Design, inc. l11125 •''• ? • • • • • • • • • :.fi'.' ..'. . "\ 25. PROPOSED TRANSFORMER LOCATION BY OTHERS Portland, OR 97220 t /// is ? - . . . . . , .� . . . . . . :. . . . . :. . .'. .. . . Office. ( 0 ) 252 3453 6' } � ' ' ' ' 11......:.11:::::....T............ .1:..:::::::::;;• • ... Si% ' I 41' .1 ... . . ...'''''' 4, .. et p , . . . . . . . . . .. . . . . . . . . . . . . . . . '. r / '.. x, .rh`. .••"., ice` w,,: � . . . . . . . . . . . . . . . r .. SIGHT TO ' ED H - .. 75 • eqr.. k.., � , � a� F 1,�.. ' is, 6.32 :�. �f "��. Iry r~' =�� 7%.---- SOUTH: 435 T .-.., .. .., . . . . . . . . •. . . . . .::::::.' • :: . . . . . . . . . I r •:r• �t, / SIGHT DISTANCE =_- d REQUIRED: 350 FT : .. .tt`,;` � .fir d•r � A,;.p..4 / b > � � 2 =• BUILDING 4 q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / i SITE DATA ® �\ ,... . . . . . . . : . . . . . . . . . . . . . . . • . . . / F�p;rroc +Lr 1;.. r::F.:: .::i: : :: r::: :::':.8.::::: :': :: : :::: I SITE AREA =��. / i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • • • LOT AREA 66.453 SF • •��•�4��••� / / OD.'. .'. '::.' •': .: : :: •o•••••••••••• (C) COPYRIGHT 2015 ASPHALT PARKING 26,545 SF '! ' • '. a ; ::.'. . .' . .'. ::. . . • •ob4•••••••r .• • • TEN - LESS PARKING STALLS 16,404 SF SUMMI GINEERING LLC o ••e ••••• . . . 4'.'.''•' O THESE DRAWINGS ARE THE 5S.'. 1181:::::::::• • •••••• �'• `5S PROPERTY OF SUMMIT ENGINEERING . . . . . . . . . .. . . . . . . . . . . . . . . . . . . LANDSCAPE AREA 11,415 SF (17,2%) \�\ y ��t4�•�•�•�• ° a .. �. 8,•' ,.• ` ®! LLC AND ARE NOT TO BE USED OR _ •o - • • • • ...• ° ' � In REPRODUCED IN ANY MANNER, OUTDOOR SPACE \ •"•••••:: •• •' �`Bali WITHOUT PRIOR WRITTEN ' •o•••••••••• X AUTHORIZATION. PRIVATE 3,252 SF =�� 6' - v• IL. •ii•%�•%ii�yi * "° "'• o PUBLIC 14,926 SF �'• ' fr) •oii••!i'�i ® © _ - ( / l •��•�•••�.••• 1•��•••••,�•••� - REVISION SCHEDULE: TOTAL 18,178 SF 12.5 :'i = II eft!%iai o. -- `�- .� REVISION DELTA ISSUE DATE BUILDING AREA 20,951 SF ` UNIT COUNT ••- a.. 0 DIco NG NG 5 BUILDING 6 / 1 BEDROOM 33 UNITS -cri�' �O i/ 0 , 2 BEDROOM 28 UNITS • TOTAL PROVIDED 61 UNITS c .;rfc � ` alii I TOTAL REQUIRED t 60 UNITS �'• sa35T2s'{•7 _. .. _. . / / 256.64' 41) ' 2' 2' 24.03' / / VEHICLE PARKING SPACES SHEET TITLE: STANDARD 43 SPACES SITE PLAN COMPACT 43 SPACES ADA 2 SPACES TOTAL PROVIDED 88 SPACES TOTAL REQUIRED 88 SPACES BICYCLE SPACES PROVIDED 33 SPACES BICYCLE SPACES REQUIRED 33 SPACES / / 1 SITE PLAN DRAWN BY: JMH NOTE: BICYCLE RACKS TO BE LOCATED AT UNDERSIDE OE M r c2� G HOR. SCALE 1" = 20' EACH STAIR, 10 0 5 10 20 APPROVED BY: JLH (13) TOTAL UNDER STAIR SPACES (IN FEET) / / - (20) TOTAL ON SITE BIKE PARKING SPACES (2.5'X6') SHEET: C2,1 / / JOB NO.: 2ND PERMIT SUBMITTAL - DECEMBER 2015 15-086 C:\Users\Julie\Google Drive\Jobs\2015\15-086 Greenburg Rood\DWGs\086-C2-1.dwg 10/13/2015 1:35:59 PM GRADING NOTES 1. ROUGH GRADING: BRING ALL FINISHED GRADES TO APPROXIMATE LEVELS INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISHED GRADES ARE TO BE THE SAME AS ADJACENT SIDEWALKS, o CURBS, OR THE OBVIOUS GRADE OF ADJACENT STRUCTURE. GRADE TO 3.I UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE GRADES ARE GIVEN; OTHERWISE, GRADING SHALL ADHERE TO THE CONTOUR OR 4 SPOT GRADE SHOWN, OR AN INTERPOLATION BETWEEN A GIVEN SPOT GRADE OR CONTOUR. ROUND QFF SURFACES, AVOID ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF CONCRETE SLABS, t WALKS AND THEIR BASE COURSES. GRADE FOR PAVED DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, AND fp ff •. \I PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR g THICKNESS OF SURFACING MATERIAL. . 1 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING AND OTHER / 6. IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW m • FOR FORM CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED J t. �@ BACKFILLING MATERIAL. EXCAVATORS MUST COMPLY WITH ORS 757.541 ` c"' ° ° - THROUGH 757.571; EXCAVATORS SHALL NOTIFY ALL UTILITY .; .::.;Y. y COMPANIES FOR LINE LOCATIONS 72 HOURS (MINIMUM) PRIOR TO f °3 / START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE o w Y .',,. > �/Q7 �� CONTRACTOR'S EXPENSE. f / 3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES /= 7` , . ' � (! �� 245.17 LEGEND MUST BE INSTALLED AND MAINTAINED MEETING THE OREGON / / / / / / / ��/ DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) STANDARDS. THE ' " ` / 245.25 GOVERNING JURISDICTION SHALL, AT ANY TIME, ORDER CORRECTIVE Client ,. 232.81 TC TOP OF CURB I 4 `-=- ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION 1 245.28 •�-. 245.07 232.81 AC ASPHALT ELEVATION Evergreen Builders, LLC ° ,� • �� . �r, CONTROL c/o Joe Westerman 245.52 N 244.95 232.81 TW TOP OF WALL ELEVATION 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE w .. .... ..::.:;.;..�.':;:: �/� FF=246.04 CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT 7420 SW Hunziker Road, ° -- - /' ,`" ;;' :":: " FF=244.33 232.81 BW BOTTOM GRADE AT FACE OF ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING Suite D i �` RETAINING WALL (NOT BOTTOM OF SYSTEM ARE NOT ADVERSELY IMPACTED. THE GOVERNING JURISDICTION Tigard, Oregon 97223 . r. 1 ; (�� * ` i// ( x4WALL OR WALL FOOTING) .. A '� f��` MY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF a /".'. :{d -; ;:. [,>:' i'� FF=243 83 232.81 RIM CATCH BASIN OR MH RIM ELEVATION � WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. °Q,• . It 245.56 246. 0 e 229 PROPOSED 1-FT CONTOUR 5. SITE TOPSOIL SHALL BE STOCKPILED DURING CONSTRUCTION AND USED i �' o(�fc� - '��n �\ _Allr -- - - - +ve, `. ..:" � y � ��, `''l 246.64 , !i FF-243.33 - - - - 1-FT6 2a'i PROPOSED 5 FT CONTOUR FOR LANDSCAPING • ( iv ° T ri'r ':A ja,yo:....'i:i::: " 229 EXISTING CONTOUR THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON .�..:;•�.,.;::".. ,. 46.39 AC .• :: , ., ' ,� - " 230 THIS SHEET IS BASED ON A SURVEY DONE BY KC DEVELOPMENT, AND / / a5:f `�\ EXISTING 5-FT CONTOUR IS SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL n -11 -:.:' ' : '.. ..... . `�" � \ F 42.83 / / _ . °...' ..-°. �y Z•" - - - - RIDGE LINE EXISTING CONDITIONS WITH HIS OWN RESOURCES PRIOR TO THE START . a G ; R� • r ® 246.78 1"jai 7 teV ,/....._:.'.�: .. . . ....: :.,.. ..: 246.78 AS �\ OF ANY CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES Project 1i.-°__. _'� � -�_ , ' WITH THE SITE WITH RESPECT TO ANY ELEMENT SHOWN ON THESE. % t % PLANS. Greenburg Road � }� / \ / Apartments ,---------Z c: in ;. / " ... ; 246.50 T I 'r `\ ;.,, .,:.... � , , x241 7. CONTRACTOR SHALL COORDINATE GRADES AT ALL BUILDING I `:' .:`: ,:: °N :; 246.00 AC ENTRANCES WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. 9550 SW Greenburg Road .7 4L r.;: - 24:.79 it 248.18 P 1 \ Tigard, OR 97202 8 �`` ; ' Ira 248.79 C 247.68 ` .'A '` 8. CONTRACTOR TO ENSURE 2% MAX SLOPE AT ALL ADA-ACCESSIBLE .fit`:::: .:`'`::`; . .r.,s:::::: °/ off\ -,l •� . - 1.91 PARKING SPACES. / / < ��a`• g �'" 9. CONTRACTOR TO ENSURE 5% MAX SLOPE (EXCLUDING RAMPS) AND 2% q "''. .a. . a � t • 1. MAX CROSS-SLOPE AT PEDESTRIAN SIDEWALK CONNECTIONS BETWEEN / / r (�� 'S ,, \ � PUBLIC R.O.W. AND BUILDING ENTRANCES. Designer �°�� 248.50 �clit411 ' 75,? -41.4110. CONTRACTOR TO ENSURE ALL STRUCTURESIMPACTEDBYBuilders Design, inc. • • 248.00 . ` '4 ,yCONSTRUC110NIMPROVEMENTSAREADJUSTEDTONEWFINISHED11125N.E. WeidlerSt. dim �` 2 �a j/i/ liep/ � A =2^ 991GRADES. Portland, OR 97220i rse ao i a 1 `\.- 248.30 \ ., / 1L CONTRA R NSURE THE FIRS FO R O S Office: (503) 252-3453J �� " ' `, n? f I GROUND SHALLSLOPEAWAY FROM TTHE UFACE OF EACH BUILDING AT / 248.62 • 1 ,y• _'40 A MINIMUM OF 2%. / k` 41 .' y / �r } F 39.91 ,,,, ,,. . ,b ,, • �� • riim#40, 'max. / / ' 44 _ ,.. :it A, • : „..:!. .,,,/ • ,, i .,, ,„,,%. • N. x ._,, . , . .. , , , ._„ , ii - -'7:--\ t \ \ :7 ir 4) \..,•\ , \ . . , . , ,,,,,,,L,,,___,,,,H, / ie A ,,,,, -.1. . . i • / - ,\ .. NO) ,4 / �4 238.54 TC 3490 TC , ( 236.30 RIM / / \ • \Ili 236.70 r •= �A a'. �. � {troy 4.1 �t�}t�.fN.'". , ' 1 236.60 FF=246.04h .�, ` \ \ 5% a ` ,��ra i i �'0."It236.23 AC t ,,,/ `y t� ;0 l• �. �x,.‘ / < • -7-14 \ �/\ / ri'J9 238.57 AC 1,ai r. w z: S. � ' = ?r ® \ 236.60 A - / a +. \ r. 6.40 At �� 236.37 TC 1 i / . \ ® 2.4% 237.85 AC 7y 235.87 AC \ \\lit ,, ��na' ,Y-/, tea (/ \ + \ / •,.t, $.W4�'" .4. \\\ NC‘if \ 239.13 AC 235.81 RIM ' J vy =/ �,�\ ••�� '". . . ' \ , 39.18 TC �) ` ' ,tbrk 1 FF=245 5Q -�' `�� f �238.261AC ?3 238.68 AC 237.29 TC 235.92 AC wz Af 3 ` a L.' AC 236.79 AC Qri„ / / 238.68 AC ( / / 2.2� r. ii- \ /11 \ 238.89 C ' , I / 238.39 A �, 236.0 RIM SUMMIT ENGINIEERINGGHT tLLC / ' :.,.. '�-, / - :a' -,'�� 239.•� �� Q I 236.40 RI THESE DRAWINGS ARE THE . ' 2313.30 , M PROPERTY OF SUMMIT ENGINEERING \� I r!•` a LLC AND ARE NOT TO BE USED OR u \�� 23$,$0 AE''' ' < s 236.38 t RIM REPRODUCED IN ANY MANNER, ,� . ♦ IIIIIIIIiiikallitt, _ I cv: WITHOUT PRIOR WRITTEN Aihr Als • ' �� _ S � : � 236.88 TC / AUTHORIZATION. / 239.74 •) 236.38 AC FF 2 5 ik cit.t. 1'►[�11. I ' - fig' /&'° 239.0 _ 239.11 \ 23741 j _ifi i _ a / REVISION SCHEDULE: ci 1 REVISION DELTA ISSUE DATE , .s., ...t. .. to: ..., 239.51 . - t238O1i \ f1 /. ar I . P 899 AC \ti Z •:, 240 29 TC FF 244.00 yacxlm AC ( / /1 - SHEET TITLE: FF=242.64 FF=241.14 FF=239.55 FF=238.05 1 GRADING PLAN /\ 1 GRADING PLAN DRAWN BY: JMH / , C2. - , ...a . . . . �,..y • HOR. SCALE 1" = 20' 10 0 5 10 20 APPROVED BY: JLH (IN FEET) / / SHEET: C2.2 / / JOB NO.: 2ND PERMIT SUBMITTAL - DECEMBER 2015 15-085 1 C:\Users\julie\Google Drive\Jobs\2015\15-086 Greenburg Rood\DWCs\086-C2-2.dwg 9/28/2015 9:25:08 AM DS • N\ a a ~ 244.83 \ a dT Ill I .33 6" STEP IN • IR a zs / SIDEWALK d. ° t4r 2' GARAGE PIER.71 TClir.21 AC 4 .33 ZN 2ill STEP SLOPE243.83 ASPHALTI1 245.01 TC 4 . id 4 ad 24477 e a 243.33 $%4344 \\ %' \ 244.27 AC 244. 1 ACIpppO • . °. �. ,1 r \ / m 245.60 244.83 TC !`v�° ' • a 0 \ 242.85 TW41# SLOPE ASPHALT 6" 1' 1 1' -i 4 \ 245.1 • A /� n 41 i AC TRANSITION SLOPE MATCH GRADING --c-::: 4 244.33 AC - 240.60 TW DOWN OVER 2' (25%)( TO TAPER OVER 4 , FROM OF PLAN g 244.21 TC '' e ® 25% TO SLOPE OF PLAN 244.21 AC D �� 243.91 AC d ' 242.83 \ 243.25 (ELEV. VIEW) (PLAN VIEW) e •! o. d c i,s 240.75 : 4% i \tit,„ \ ' ` \ \O 1.91 �2� GRADING DETAIL AT STEP .;1-I .° �p �,� .ct f .\ .71AC ` \ c :\ 242.71 A242.71 t \�+ A/ N.T.S. \ N N ti 243.41 AC F.Lfiva C -`k a 242.: A. '-.- - * \2,2 f 243,2•` • C� / man ` d a / N I 244.44 AC \ , Al / / TRANSITION''N,. \ ,/�.ad ?R�\ 'r 4 ,�' f/'�� e TRANSITION PER \ \ fN . Ss %041 / / � \\, Y PER 2/C2.2A ` 2/C2.2A 243.21 T \ Client4--, 243.21 AC \�AC\ \ A4' / \ g c/o Joe Westerman \1/4245.15 TC 245. TC a 242.29 TC /3/4.4 _ ,n� 7420 SW Hunziker Road, 244.85 AC 245.02 Ca d 242.29 AC 241.91 - Suite D °�6�• Tigard, Oregon 97223 �° a \ / 242.71 TC \ `� / r 'cd • • pd �"1° 242.71 AC \ �b°. / 241 79 �C � �\° °' . ' ° 46.38 TC N • ` a TROASITION ' oo;. • . 241�.88 AC \ PER 2/C2.2A 242.29 \ '°°° n -`\ i' - -Y....4q `• 242.29 A 9, °a / \\ 241'x]., " : a . d'° • 49{• N!� a 240.68Fg=2 ®.41 a° d / �'a \ ' 244.25 242.95 CONC e 241.41 gyp' 4.„ / / l 4 !kl • .. 4 • 245.31 TCr� N 4 • 4 e 1S 245.68 a 4 a� /244.81 AC \ �& ti°•. \� \ ° a ° �/� / / • �° o a e iC ( � Project 246.50 �; 47 245.72 ` 243.09 CONC .a. $% \ \ �! •a `` 39� 1 Greenburg Road ° \ �° Apartments itliptir' 245.80 TC �` ' 246.62 etV a 4451rAtilikliciiii.. - a 242.04 RIM X40.91 9550 SW Greenburg Road \ 245:30 AC �a 45.0N a Tigard, OR 97202 a� S► T\NSITIONAllikikQ 0.79 e C8. �,a 2' .86 • a E44.5 , <• 241.29 T d r. e ° 'a 41.54 AC Q,D.79 ° a `-� a ' PER 2/C2.2A tad 1.29 AC / / •� %' ° , ' ° ° e ` 240.91245.92 245.43 ° • ° `* ' !, r a 2 ( `� . Q / & / / �� 3 `` aQ1�� 243.16 CONC 1 ... '. sa- �9 • /240.41k Designer :/ S, TRANSITION 9 ` !i ` ` �� e d \ `V� ail 240.29 \x ua 81125rN.EeWeidlercSt. "; ` =a1 ' ��r � , \ PER 2/C2.2A .�• • e240.29 r, 1 Portland, OR 97220 �a *7.4" 6 :111‘ 2'q /243.15 r ONC 241.79 TC o .. \., Office: 503 252-3453 ��j,� 245.96 `L°` 245. 5 �, °og �5:�® AC 241.79 AC \ \ 40. 7 TC ( ) °,°, 241.04 RIM `. a 240.2 ] AC 4. ` a •! 245. �� 245.10 $; 243.36 CO \ 240.41 l ° 243.60 TC ° N •.� 50 AC 241.2 • 1 TC o . 0:117---''-'-'1..,- . . fP. 248.50 T/` Atf1 S 243.10 AC i 241.29 AC \ , / "a 239.91 - 245.75 BW4• 411111r244.05 AC 2 \ r 240.54 AC \ - a ,� 111 ` �"''�.r `"-1/4...„.„, 4IF \ 244:60 D 245.01 r►- 244.91 TC t `� \ ° • ' \, D. 239.91 TC itt.7-VX 45.75 45.05 t a 244.41 AC \N"lb ( ` • TRAN TION TRA' SITION \ d( 2 m --4444 241.34 AC PER 2 2.2A PERAT /C2.2A t 44 > ;. e 245.12 �� a' ill 244.88 TC 3-� ‘ V ` 240.79 TC i e•` ' 244.38 AC 240.79 AC 240.04 AC ° fi;.. ,� r 245.75 d ' 2\.64 AC 23•.79 AC �G�` d a 239.00 tRIM / / • 239.79 TC St. 245.25 \ \ / / ' 239.79 AC �� \ les 245.46 ° ° Ei'1.10 AC TRANSITION `� `- N ,Orr /� \ �. P! A97:76(4111}:::\ ~`"tri`y\ • 247.00 TW © a,.. 241.77 AC \ PER /C2.2A ( �`':,- a� < �� `.,F 245.75 BW sem . ` ° C8. \ 244.05 TC �� alia'. ## 241.66 AC 240 50 AG ,j� 4 245.25 BW W. o. 243.55 AC R \`' 2 i` \ \ 4 , '�� 245.25 jj p 242.06 AC 239.29 RIM +�. \244.17 ,Pr( o . *:. . \ ® / a ,. _ •?` c / 4 LT/tit 6 / / • 4 245.25 a Ni SUMMIT ENGINIEERING GHT tLLC ' � • � • • � ' THESE DRAWINGS ARE THE _ 239.13 AC •�► � a• � , PROPERTY OF SUMMIT ENGINEERING / \ LLC AND ARE NOT TO BE USED OR / REPRODUCED IN ANY MANNER, • rawk aC�_n�t ea T. `444 243.32 TC 242.82 AC X242.22 AC f° \ 239.33 AC WITHOUT PRIOR WRITTEN F 2 �, a �� a � .J� 4:1 2 AUTHORIZATION. / :► 244.71 " ° / / >-a•� 244.50 � ( 243.24 TC • \\ \ REVISION SCHEDULE: 247.00 TW �`DS 242.74 AC j///111111 ipcp 245.25 BW .�! +t! '' REVISION DELTA ISSUE DATE •;. \ DS' 243.00 T �•k�° 241.82 TC \ \s"\ 2240.48 TC 39.98 AC \ 247.00 TW ` .. 242.50 241.32 AC i 244.50 243.44 "a 241.90 A C 124450 BW .a 4 ' 24250 Ti 239.69 AC \, LEGEND a 242.00 AcN. '-_..\ ` .• • • • e • 314% p / 4 ae . n : � ,e �; d._ c Q- o- Qn� _..__. a •i Li. \ 232.81 TC TOP OF CURB 4s ` 1( 4 ° • 232.81 AC ASPHALT ELEVATION ��" ° ' .' ' In : Iw 4 :a3.5� e�N ° . a° . a. °' �N. ' a / _ / 232.81 TW TOP OF WALL ELEVATION 1124450 � • 243.44 ®' a a ° a 24216 24060 24070 24024 / l � 8' 242.62 242.02 RETAINING WALL (NOT BOTTOM OF 0 �= + 243.07 C$ ' / \ SHEET TITLE: WALL OR WALL FOOTING) 7 1 'f 243 75 243.96 Q 243.56 �� a d o GRADING DETAIL 232.81 RIM CATCH BASIN RIM ELEVATION FF-2 / 5 °ate \ \ DS 48 D' DS` ( II!II$ 242 1 )1In PLAN 229 PROPOSED 1-FT CONTOUR 246.50 TW r �� I-230 - PROPOSED 5-FT CONTOUR 245.25 BW \` tea` 4. --, a`I: 7�•��+ 7� `[ - ° wa -- -229- - EXISTING 1-FT CONTOUR. �� ' =a �� a in 230 EXISTING 5-FT CONTOUR ® 243.75 BW • 24 .38 ' � �. ni - - - - RIDGE LINE \ 242.42 ,�, \ ° / \ , 243.75 RETAINING WALL r• II / / :. d241.10 _ I / DRAWN BY: JMH 242I6�1 J 4 _ \ `� Sr. er-yam.;00 < APPROVED BY: JLH 4. , 1/4,, , L '2g\ / / / '�1 1 GRADING DETAIL PLAN ` ' • 243.75 ° 6 Al SHEET: '•, �2.2fr - - �� HOR. SCALE 1" 10' I C8.1 '� - 10 0 5 10 20 �a 2 , 2.64 A1.14 (IN FEET) �.. 245.50 TW ate'© 8 a V�. 243.75 BW \ .. . . ,242 39 •� C8.1 t' 7 ' IIII ,,,• , •- sr.y µ. '`t�,"9 .v^'t:. a ^,ti .. < I .'s}- . a �'• '-..:...... - ,., 1 11 / / 240.89 I JOB NO.: \ Mail BW - � s_- �11� 15-086 74.0.-;#1.-all 242. I 242.00 • .weVsWeV rs., PERMIT SUB •W�\AL �\OCTOBERnb2015DWD,\085-C2-2Aa,g 1D/1/2015 8:43:55 AM CATCH BASIN DATA UTILITY NOTES ID RIM IE OUT DIAMETER TYPE LEGEND PIPE RESTRAINT CHART 1. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, a g� 1 242.96 239.66 4" STEEL 24"x24" 229 PROPOSED 1-FT CONTOUR FITTING TYPE SIZE RESTRAINT ALONG PIPE THE CURRENT EDITION OF THE OREGON SPECIALTY PLUMBING CODE, • • 230 PROPOSED 5-FT CONTOUR THE INTERNATIONAL BUILDING CODE, AND ANY OTHER GOVERNING g _ 2 242.04 238.79 4" STEEL 24"x24" 229 EXISTING 1-FT CONTOUR 4" 8 FT JURISDICTION THAT THIS SITE FALLS WITHIN. ALL WORK IN THE E - 22.5' BEND PUBLIC R.O.W. REQUIRES A PUBLIC WORKS PERMIT. E -230- EXISTING 5-FT CONTOUR 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO 3 241.04 238.04 4" STEEL 24"x24" -_- SS PROPOSED SANITARY SEWER 6" 10 FTNOT SHOW EVERY OFFSET, BEND, OR ELBOW REQUIRED FOR ` d ST PROPOSED STORM SEWERINSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY a 4 239.29 236.04 4" STEEL 24"x24" 4" 15 FT DIMENSION, COMPONENT, PIECE, SECTION, JOINT OR FITTING I - - PROPOSED WATER LINE 45' BEND REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORKo 5 236.30 234.30 6" STEEL 24"x24" _ _ PROPOSED FOOTING DRAIN/ 6" 21 FT SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS / .,"---/ / j .1. �' RETAINING WALL DRAINAGE IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING i 1 6 235.81 233.59 6" STEEL 24"x24" 4" 37 FT UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION \ PROPOSED WATER METER W \ k / 90' BEND SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY NOTE: CONTRACTOR TO INSTALL DUCTILE IRON PIPE ON 6" 51 FT UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC- / OUTLET OF CATCH BASINS AND MAINTAIN DUCTILE IRON UNTIL PROPOSED BACKFLOW AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. ! 8T . : 1 (' (18) INCHES OF COVER IS ACHIEVED. v DEVICE IN VAULT 4" 88 FT CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY a ICD `- t t DEAD END DISCREPANCIES. / r~ %•:1: ' IE(4") STORM= 241.70 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM I .c4 t .! , ® IE(4") STORM= - 6" 123 FT PLUMBING CODE CHAPTER 7, SECTION 707 AND 719, AND CHAPTER Pi' x �11��/ 242.30 CONTRACTOR TO MAINTAIN MIN. 11 11, SECTION 1103.04. NOTE: NOT ALL REQUIRED CLEANOUTS ARE l 111 F' _ 1 " " '- :.` 1 OF COVER OVER STORM LINE " �, �� ® 4' STORM ® 1.5% TEE* 4 71 FT SHOWN ON THE PLANS. / / i c� I ' 1 STUB SAN IE 4" STORM=241.08 OVER 4. ALL WI MPIPING7' 6" 106 FT ALL MPIPING /f FITTINGS, UNLESS OTHERWISE NOTED. Client / CoZiI: • ®� /y ��a . ; 4" SANITARY ® 2% MIN. *RESTRAINT ALONG BRANCH 5. PER SECTION 718.3 OF THE OREGON SPECIALTY PLUMBING CODE, LLC v� / Evergreen Builders, '�itat 1. WATER SUPPLY LINES JOINTS SHALL BE RESTRAINED UTILITIES SHOWN UNDER OR WITHIN 5' OF ANY BUILDING OR �� ® ', �` 1E(411) SAN c/o Joe Westerman I i g . ►e►,�„ ;+E NO• ACC ti STRAP �� STUB= FROM EACH FITTING SHOWN A MINIMUM OF THE DISTANCE STRUCTURE (INCLUDING ANY FOUNDATION DRAINAGE PIPING), OR 7420 SW Hunziker Road, 1/ ��4VIg�� ;_. ,.�. 200007s-. .8 , S SHOWN IN THIS CHART. LESS THAN 1' BELOW THE GROUND SURFACE, ARE NOT TO BE Suite D s� n�• ��,/ �r�' ` / 240.90 ASSUMED VALUES: CONSTRUCTED OF MATERIALS OTHER THAN THOSE APPROVED TO BE Tigard, Oregon 97223 / co *f• t /4/.//pt�f/� , .\ 250 PSI TEST PRESSURE USED UNDER OR WITHIN A BUILDING. TABLE 7-1 AND SECTION rn ( :. ��';: �� ,�i°�`r.t' A ` �k IE(6 ) SBN=239.42 IE(4') STORM= 240.00 �> ' 11 4 � ,l I , " 3 FT DEPTH OF BURY 1101.3 LISTS APPROVED PIPE MATERIAL FOR SANITARY AND STORM t Q i ® •'l�•�� • _ ,,, , ( CONTRACTOR TO MAINTAIN MIN. + � / ®�•.• � \.: .._ _._,'.' ��„Myr ��`/ e,, f � 1.5 FACTOR OF SAFETY DRAINAGE, RESPECTIVELY. I Q r /,� , 6" SA ITARY ® 2% MIN. 1' OF COVER OVER STORM LINE LENGTH OF SOLID PIPE EITHER SIDE OF TEE 4 FT 6. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES BY O ( /�� / © �' �� 4") SAN ALONG PROPERTY LINE, AND TO 2, ALL WATER LINES SHALL FOLLOW THE CURRENT POTHOLING PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY • :;.. 1 'wvi upg= ENSURE THE STORM LINE IS OUT STANDARDS OF THE TUALATIN VALLEY WATER DISTRICT DISCREPANCIES. j R , ` OF THE ZONE OF INFLUENCE OF / :;: , �l�Az �� Y.239.9• IE(4 ) SAN BAGGING/ENCASEMENT REQUIREMENTS. 7. CONTRACTOR TO MAINTAIN A MINIMUM OF 3' OF COVER OVER ALL / / �+ ��/ STUB= THE FOOTINGS BUILDINGS 2 3. ALL PUBLIC WATER LINE INCLUDING FROM THE TAP WATER LINES. / / Q • % ��©� 4-� I/ 239.33 AND 3, SEE 8/C8.2U THROUGH THE DOUBLE CHECK VAULTS, SHALL BE FULLY 8. FOOTING DRAINS ARE REQUIRED AT ALL FOUNDATIONS AND BACK Q� �� Project ' �� \�\ j` RESTRAINED AT EACH JOINT. OF RETAINING WALLS PER PLUMBING CODE. k Jig a `I , �� 4 he 4., O 4. ALL PUBLIC WATER LINE JOINTS SHALL FOLLOW THE 9. WHERE CONNECTING TO AN EXISTING PIPE, AND PRIOR TO ORDERING Greenburg Road �ALL(4A z p � �� `ry4 STORM ® 2% MIN. CURRENT STANDARDS OF THE TUALATIN VALLEY WATERMATERIALS, THE CONTRACTOR WITH HIS HER OWN RE50URCESApartments /�((� • O �� 'S © IE(4") SANDISTRICT. SHALL EXPOSE THE END OF THE EXISTING PIPE AND VERIFY THE9550 SW Greenburg Road Tip 5. ALL PRIVATE WATER LINE JOINTS SHALL BE MEGALUG OR Ti ard, OR 97202 �� ": ��/ „ IE(4 STORM= \ °j rSTUB= LOCATION, SIZE, AND ELEVATION, AND NOTIFY ENGINEER OF ANY 9jg 1 ® IE(4 ) STOR' - 241.0. � • v11,0., �� . 239.10 APPROVED EQUAL. DISCREPANCIES. " v� / p,� I-- � �� AC�EssS7RtP �4STQ�M �C; I 0 • •- BIKE PROOF, HEAVY •E • I DUTY GRATE, H25 ~``s}-.,, I 6" SANITARY ® 2% MIN. LOADING PAVING PER PLAN W ICONNECT TO z77. EXISTING SANITARY j STUB ' \ IE=227.2± (VERIFY) CONTRACTOR TO INSTALL STI DUCTILE IRON PIPE UNTIL m Lu \ II--- 18" OF COVER OVER PIPE \ S I SEWER MH IS ACHIEVED v r �,„� �, ¢ R1M=234. 18' - 8 PVC PL-227. 03 �� '�S x o CONNECT TO 7 / / OO EXISTING STORM STUB HOOD WITH HINGED LID IE PER PLAN / Client / A�" S I IE=229.7± (VERIFY) 6" OF �"-0 COMPACTED Evergreen Builders, LLC • TO 95% 9 SS d� oos , �I aS `-' PROCTOR STANDARD c/o Joe Westerman 7420 SW Hunziker Road, .T rseIeI OWSWS1 Suite D ' \ 1 i . ... . . ........ Tigard, Oregon 97223 CONTROL MH PER �_�_ -�_�: �_� SI) Q 4/C8.1 STORM MH , ��LI'�� =.1�1 11111—�ITull�11117r SUBGRADE COMPACTED RIM=236.20 �l1 -1t��-11, :. PER GEOTECHNICAL IE IN(12")=226.81 R1M=234. 14 fat— •• — I;�HmI 111.1 pm. " ' RECOMMENDATIONS • . n a - ' xi IE OUT(12")=229,x1 12 DIP FL=229. 54 :`ST -• a St ® 12" STORM @ 1% n - / lig / / / Project / /� 1 STORM AND SANITARY PLAN �3� LYNCH STYLE CATCH BASIN N.T.S. " �,r �l �� HOR. SCALE 1" = 10' Greenburg Road C2.4 \2/ Apartments v�rll� �� 9550 SW Greenburg Road 10 0 5 10 20 Tigard, OR 97202 (IN FEET) / / / / Designer Builders Design, inc. 11125 N.E. Weidler St. Portland, OR 97220 Office: (503) 252-3453 1 / / / / --C-p-";:>, G/r x rpt60 IN T• L t! 655,169PE 'v:\, .......'.r..tl.omw.e......•.....me 1 -\ O E"O,-4 1-7• 244 244 \ -;, _ �,n,,,, R. . . . , . , . . . C/f 11J. t . . . . . . . . . . . . . . �\ f� , u t.`1� `./' CONTROL M\NHOLE. RIM-236.20 Nk;pit€si: IE :IN=229:81; (12"W)_ , _ . , . . .EXI$ INS SAN: MH IE OUT=22&.81 -(12''E)- - . . . . . . - ' • -RIM=234.18 - • - 24O APPROX Iv1ATE •: . . . FL=227.03 (8" W N) EXIST. • 240 / / PROPOSEDFINISH ' • • • ' SUMMIT ENGINEERING LLC (C) COPYRIGHT 2015 GRADE ABOVE: PIPE - . - - THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING ' . ' ' ' ' � LLC AND ARE NOT TO BE USED OR 236 236 REPRODUCED ANY MANNER, WITHOUT PRIOR WRITTEN AUTHORIZATION. . . . . . . . . . . . . . . . . . : : : . : : : / / p . / REVISION SCHEDULE: 232 232 REVISION DELTA ISSUE DATE • . . . . . . . . \ : : = :: • moi IS 228228 / / .EXISTING: $7": MH: : : / / PROPOSED EXISTING' 'RIM=234:1'4 224 •FL=229.54 (12" -W,N)- EXIST 224 SHEET TITLE: STORM AND SANITARY PLAN 220 220 AND PROFILE AND DETAILS 216 216 DRAWN BY: JMH APPROVED BY: JLH / / SHEET: 212 212 2 STORM AND SANITARY PROFILE C2.4 C2.4 HOR. SCALE 1" = 10' VERR. SCALE 1" = 4' / / JOB NO.: 2ND PERMIT SUBMITTAL — DECEMBER 2015 15-086 C:\Users\Nlie\Google Drive\Jobs\2015\15-086 Greenburg Read\DWGs\086-02-4.dwg 12/2/2015 2:2B:07 PM R 3 s' WALL NOTES STANDARD MANHOLE FRAME AND COVER m 12-18" 1. WALL BAIILR 2 MAX. INSTALL FLUSH [RIM=236.201 6" MIN, TO TOP /l , PER MANUFACTURER 1 WITH FINISHED GRADE , OF CONCRETE ` �f " " �ih• GRADE RING AS REQUIRED RECOMMENDATIONS VALVE BOXc. 2% a 2. STYLE OF MODULAR ACCESS LID-\\ r \ 12 MIN. r . 12" _ ifi BLOCK TO BE REVIEWED t g . OVER FLOW i l 7/'//'/ �/ �/ / BY OWNER PRIOR TO ELEV.-=234.00 ! ' \/Nt/ ./ //?�� . ../-. '. FOUNDATION \� f �j / j / /��jj\ . ORDERING MATERIALS INSTALL MIN. .� Z / / " 60" FLAT TOP MH ° �/ j/��f %/�� j/�j�j/�j\ 1V2 L OVERLAP 3. 36" MAX. WALL HEIGHT, GASKETED BOLTS ESS STEEL c:- LIFT HANDLE FOR SHEAR GATE, El \� \ \ \ \ \ \ \ \ • TYP. IF EXCEEDED CONTRACTOR �� SEE DETAIL 5/C8.2 �� /��/��/��/��/� / SHALL PROVIDE CALCULATIONS ,��i SCREW ON '' , a� _ / / � � l � j � �� :; FOR WALL DESIGN BY • dirNIA ACCESS LID \ . STORM DETENTION �f .N. A,- / " MANUFACTURER FOR CITY �� I j ORIFICE DIA.=1,00" �P I1 I / I I+ I • <-. APPROVAL. .•'Kris% / / • • r0a► re► ae * �. Im► • • aski IE=232.20 a- ar a �r a a GEOGRID / / r SLOPE .� �� . . ''e�.'�1 FLOW ? STORM DETENTION GEOTEXTILE I I I I 11, I REINFORCEMENT Mot. %,,, 1 PER PLAN ORIFICE DIA.=2.25 Client ill %II e e will 0 g " Z AS REQUIRED ',NI% Evergreen Builders, LLC FILTER FABRIC o 0 0 0 o I•i. /-�- 4Itst �r��r�•r��r�r < .• BY MANUFACTURER 'i.$01 I I v 1\ I le I S I I BACKFILL ''-xj'e�/ IJ .140-14'....-� � 7420JSW Hunziker Road eta -� et. r at. � N PER GEOTECHNICAL �� ~ Suite D DRAIN ROCK, ! x IE OUT= NO FINES114114.14111-1147.1% �! RECOMMENDATIONS Grg g ��-�� ;: e dd �.�i � l/ FOOTING OR WALL 229.81(12') N 111110,0s. IE IN=229.81(12'),,��1 Ti ard, Ore on 97223 +/ < . d ' " Q 3 MAX. �J. DRAINAGE PERRPLAN E !Y a7 I:.1 . _- 1-- �-- _ -- _ , 1 �i�!��r \ ir41,we,war wer . � BACKFLOW DEVICE FOR �i��_1 - �'> =i�! wy>.�f�l� COMPACTED TRENCH GRAVITY FLOW APPLICATIONS t cs.' ` v`d.'c� �`cL SOI 1'I BEDDING PER DETAIL 4" PERFORATED PIPE IN FABRIC SO will IOW III w IV 4" PERF, PIPE, . .62t •lt•��etillt� •.4.2.S ��•�� 1 9/C8.2 SOCK, IE FLUSH WITH CODE REQUIREMENTS OFOTTOM OF PIPE WITHIN FOOTING.OF BUILDING.TERIAL TO MEET BUILDING �� , CSYNNECT TO YSTEM PER PLANM NOTES: 1. IF VALVE BOX VALVE BOX SHALLSBEHH-200N THE RAFFICPRATED.IN CONCRETE OR ASPHALT, IE=2 20" SUMP EL=227.31 / / STORM DETENTION / / 2, INSTALL VALVE BOX PER MANUFACTURER RECOMMENDATIONS, 6" COMPACTED 3/4"-0 TO NOTE: FIGURE SHOULD BE USED IN CONJUNC110N WITH THE . ORIFICE DIA. . RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. GRANULAR BASE ROCK COMPACTED 3. INSTALL BACKFLOW DEVICE PER MANUFACTURER RECOMMENDATIONS. 92% MODIFIED PROCTOR Project TO GEOTECHNICAL RECOMMENDATIONS Greenburg Road r1H FOOTING DRAIN (-2- RETAINING WALL DRAINAGE3 BACKFLOW PREVENTION CONTROL MANHOLE Apartments O C 9550 SW Greenburg Road C N.T.S. C9N.T.S. C8. 1 N.T.S. . 1 N.T.S. Tigard, OR 97202 / / 1.5' GEOGRID DETECTABLE WARNING HATCH / / REINFORCEMENT N. SEE DETAIL 5/C8.2 \r Designer AS REQUIRED TRUNCATED DOMES SEE DETAIL 5/C8.2 11125 N.E. Weidler St. 1 BY MANUFACTURER �� •♦_.--i Builders Design, inc. 2 MAX. ,,Th � ��•'�`��_ Portland, OR idler BACKFILL +••••� - - •` 97220 PER GEOTECHNICAL ��" ��•i!QQ��j`��•••••�/��j��+�� Office: (503) 252-3453 RECOMMENDATIONS . �•+�•w��%io0 000 o:!i!� �.4% •��...a�..4/�.w �� 2. 0.7 � . 'f"' a STEM WALL w ��_ I,J ,e!!*i w H H' �... Z 15.1!.'% VARIES of L EEP 6 h <<. Li { r�4{-1 W 2-4" ROUND RIVER o v 2-4" ROUND RIVER 2' tANS + " F Zvi TRENCH BACKFILL o� z COBBLE Z zo COBBLE oc ..nt '4 PER 9/C8.2 Z o0 BE Lu , 1 tefit' 36" m Iv 24" W THPPAOVEMENTUSH I I ao i ErVe'i STEM WALL Lo � 0 ec 1!!i5 �' SLOPE PER o •;1't,��5.1 2-4" ROUND RIVER `o SLOPE PER SQUARE WING CURB RAMP ��' � COBBLE GRADING PLAN GRADING PLAN �1..:��' ---�� 18-24" 18" DETECTABLE WARNING HATCH '��eitift ` .-. 2% TRUNCATED DOMES `��.,4 18-24" �2% • ��jI�I�� O'�Iv i SEE DETAIL 5/C8.2 SEE DETAIL 5/C8.2 Vega • �jO ��I�� f re savow Ian• sate , an, /a `� /a �� rl `� YI�1 .'s•D0000.❖O�•O�b it /a aft' j�j �. ��r�i.--�, -c - or s /ate Ja,� / 4" PERF. PIPE. �' I`'e `f� � `i'� I ' •',•.,• • I1! !`!�!�! /sat- /a ' . - isr Y r ♦••1•• ••♦ ♦••• •� ••♦ CONNECT TO STOR ta��'r�etre /ar. /.oa / �� rl�•ll��`Jl� I /ar> /a y��w�y��j>jl�jl�J�.,�',�.,�' •♦•♦ ♦••••♦ ►••••, ►••♦ / / L A` Y 11114110111r. 0,4,4,•.0,40,7,i. �, 4.. SIDEWALK ;��'��'� > /4�y ♦••••••••• ►•••�i•►•••♦ SYSTEM PER PLAN ., ip."' � !�J.,�� Q > �� i ✓•I!J•Irl /aip /off Oiiiii4•iiii ••iiiii�iiiiii ✓✓ • ;:: �� t�4��`✓‘ a� y�/o�> %a ;.' d PER 11/C8.1 !�� Y r .�••i • i••i��••i��i i•i i•�:�•i i�••�•i ii•••• F U- i.. COMPACTED GRANULAR =e'-.r� �l�l�� t iir itO r t -/ate., /a l • • .4 . .. ! I41`-`I`�I` `! "fr \ . n!/ J`J�`jclj. '�•• ��•'�* ♦••••••♦ .0•0•0•0.0••••••••••♦ r Q•Q �i�1�0•�� U-. . , d . o • - ``,� j'`;`'`�` � I1. `'`r�`` `�`�`��.a,J'' .•••••••4.0•0.0t •••••••• !C..% BASE ROCK TO !!' � ✓!�� I I r I . Sw�.w�Sw��w)��w�/�! �'/` � • .- . 1i`�w�iw�.''��>� . r .••••••••••••••1;ill°co° °oo°oo°oo°oo°oo°o►••••••••••••••••• trtC r Pj�\�GEOTECHNICAL �f�r��pQ��l�� .9il�r {ir �• •<.' . a. -44.: `�,`J�!!� '1 • ��'`�j f ff .a4 �•• •••• • i c N o°oo°o°co°oo°oo► •• i ` J ^cRECOMMENDATIONS '4j •4,��-S��s�1i-i'..orPen r ' #44 e �j��` �1� Q �'��'`.� ♦•••••••••♦ a°° aaa°a°aoa°a�•••••••••♦ �: _ :, 1c'?I'`i' �.� !v �4 ♦ ♦••••••••••1 o 0 °0555°0?..'• ••••••••• I�CL., �``�``!'� A! �!!�'�� FOOTING DRAIN w .<.�.� .w a e, wlC.Nwc��c �.•IMINI .�•�❖.❖.❖.•�E�.o.o.o. . .❖�❖.❖.❖�❖.•. 1111111.11.. 1.11111 4" PERF. PIPE 1.,s1, 4AWAV, PER 1/C8.1ryN= T_T FOR GRAVEL SECTION �!Mfret trA,4 4" PERF. PIPE FOOTING DRAIN 4" PERF. PIPE 6' 5' MIN. 6' t ' •.ter ' GEOTEXTILE FOR GRAVEL SECTION PER 1 C8.1 FOR GRAVEL SECTION CURB • \ ` fuu, u'0_,K�f� ., tr (FRENCH DRAIN) STORM LINE PER / ( I I ,. .te ,. /�1 FILTER FABRIC (FRENCH DRAIN) (FRENCH DRAIN) FACE SLOPE 1:12 SLOPE 1: 12 � `� ` 'I r' CONNECT TO STORM PLAN, CONTRACTOR TO / I 1;R� , -'4C. 1 SYSTEM PER PLAN ENSURE STORM PIPE IS ' 1 FOOTING ZONE CONNECT TO STORM GEOTEXTILE CONNECT TO STORM GEOTEXTILE -. '. rt .f ,,r ABOVE ZONE OF INFLUENCE OF INFLUENCE SYSTEM PER PLAN FILTER FABRIC SYSTEM PER PLAN FILTER FABRIC STANDARD WING CURB RAMP C�;} 1?? • 5 FRENCH DRAIN SECTION W/ WALL reTh FRENCH DRAIN SECTION AT BUILDING [7 FRENCH DRAIN SECTION AT SIDEWALK 8� ADA ACCESSIBLE RAMP / / C8. 1 N.T.S. c8.� N.T.S. \ 8. 1 N.T.S. C8. 1 N.T.S. (C) COPYRIGHT 2015 • SUMMIT ENGINEERING LLC 6', AS NOTED ON PLANS PIPE BOLLARD ,. THESE DRAWINGS ARE THE `�a rr•; PROPERTY OF SUMMIT ENGINEERING 1" MIN. BROOM FINISH SEE NOTE Noii 0 . 1 .. PAVED AREAS: INSTALL FLUSH WITH FINISHED GRADE. :p• '' _- LLC AND ARE NOT TO BE USED OR O " RADIUS UNPAVED AREAS: PROVIDE 24"X24"X6' SQUARE REPRODUCED IN ANY MANNER, 2% CROSS SLOPE ARE HYDRANT I CONCRETE PAD, WITH (1) #4 REBAR EACH WAY, 3" CLEAR WITHOUT PRIOR WRITTEN EACH SIDE INTYPICAL BOLLARD BO%TTOM AND SIDES. OVER 4" OF �"-0 COMPACTED TO AUTHORIZATION. • 1$" -e"\‘_.a8„ ., /y/\ a p e a \I/\// �_ (SPLANS FOR AND LOCATION)NUMBER I I 1{ CONCRETE CAP CEN STANDARD PROCTOR. VALVE BOX SHALL BE / / p' D La o CENTERED IN PAD. MIN. 2 / 11s%w1ntiw'aiw_ 'sswt%WS%Wt Wt% %/\\Qj 0 C , 0 TYPICAL VALVE BOX / / PARKING \#\�\// N/ / // / / // TYPICAL BOLLARD PLACEMENT T� 0 •- y ' ' © INSTALLATION DETAIL REVISION SCHEDULE: �/\ \ �`�/\/ DETAIL OVERHEAD VIEW REVISION DELTA ISSUE DATE SURFACE 8' O ,/' \ a GENERA! NOTES: eilk 7" 2" MIN. DEPTH OF 4" CONCRETE MIN. 3000 PSI, O 1. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN 5 FT. IN ALL DIRECTIONS OF FIRE HYDRANT (PER ' D AGGREGATE © TVF&R REQUIREMENTS). FIRE HYDRANT SHALL NOT BE PLACED IN WHEEL CHAIR RAMP OR ,i - MAX. 3 " SLUMP. CONTROL _ 1.5' MIN. ° ©O I DRIVEWAY. 6 REBAR, 18" LONG. " JOINTS AT 6' OC AND SEE NOTE No. 2 a Q 2. VALVE MAY BE CONNECTED TO TEE AT MAIN LINE. USE FULLY RESTRAINED, FLANGED 2) PER WHEEL STOP �O SUBGRADE AND AGGREGATE _ I I MECHANICAL JOINT ENDS. WHERE SPOOL IS REQUIRED BETWEEN TEE AND VALVE, USE FULLY • COMPACTED TO 95" OF MAXIMUM EXPANSION JOINTS AT 20' I , . ..�.. .... .,,,.:,,_ RESTRAINED, FLANGED MECHANICAL ENDS WITH 3's" DIAMETER TIE RODS. DRY DENSITY 3" MIN. OC OR AS SHOWN ON PLANS _ PAVEMENT = z w a +• 3. COMPLY WITH REQUIREMENTS OF AWWA C-502, DRY BARREL FIRE HYDRANTS AND AWWA C-550, PROTECTIVE( ) ` N 'f" 4. INSTALL PIPE IN TRENCH INTERIOROXY PER DETAIL 9/C6.2 VALVES AND HYDRANTS. • 9 CONCRETE WHEEL STOP 11 CONCRETE SIDEWALK SUBGRADE �(,/// : v CONSTRUCTION KEY NOTES: C8Q N.T.S. \ N.T.S. \ _,_� . 1 C$, 1 A. FIRE HYDRANT PER ABOVE SPECIFICATIONS (SEE GENERAL NOTE 3) AND REQUIREMENTS OF THE / VALVE BOX AND COVER, PREVAILING FIRE PROTECTION AGENCY. / / OLYMPIC FOUNDRY 910 OR 3' 6' 4" 6 B. PUMPER NOZZLE 4$" TO BE FACING THE TRAVELED WAY, UNLESS OTHERWISE NOTED IN THE PLANS. 6" 6" CONCRETE (#4 018" OC EA WAY) EQUAL, INSTALLED PER C. (2) HOSE NOZZLES 2Yt"• SHEET TITLE: TOOLED EDGE 1" RADIUS 4" w ABOVE DETAIL 1 ON 1"-0 COMPACTED TO 92% MODIFIED PROCTOR rc - E. 3' .x6"PRECONC.LDED EXPANSION. PAD, BEET WITH 1U TOP FILLER. " RADIUS PAVING SECTION 18" 18" AC PAVING � �_6' SDR 35 PVC E. 3'x3'x6" CONC. SQ. PAD, TO CONSTRUCTED AROUND FIRE HYDRANTS CENTER UNE WHEN NOT SW GREENBURG 03034 PIPE RISER LOCATED WITHIN SIDEWALK OR CONC. AREA. \./. ., / >/\/ , . . F. x/10: 6/6 WWF. PER GEOTECH. ' PER PLAN �--6" GATE VALVE ROAD /\\// // /4 G. CONTROLLED ELEVATION LINE, LEVEL IN ALL DIRECTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR \\ 90' I-i SETTING TOP FLANGE OF THE HYRANT TO CONTROLLED ELEVATION. /\ • �\ .� MAIN LINE /_ _\ UNDISTURBED H. CONC. THRUST BLOCK, APPROX. 2'x2'x3' TO BE'POURED AGAINST UNDISTURBED EARTH, F.H. WEEP APARTMENTS / , NOTE: �p „ ,..y ��ty' 1� - HOLE MUST BE UN?BIM:I UCTED. �r..kios -„� �� 1 'U EARTH e /�/ CONCRETE SHALL - - �� ' I. MINIMUM 2 LAYERSMILPOLYETHYLENE PLASTIC SHEETING AROUND VALVE, SECURED TO BE3000PSI AT .-�� 5 .\,��•��+��}��,��- 6' APPROVED PIPE © PLASTIC PIPE RISEPOLYETHYLENETAPE."�•/ 128 DAYS 6 SACK ;." ��lrr� �,-��'-' "' 1 "^" "^' 1• •J J. TOP OF SLAB SHAAT FINISHED GRADE 4 BELOW THE BREAK UNE OF THE HYDRANT. UNDER ET `� + a . I = •A ��;f��•�i ,��j�`�� e V��f�(��f -- SPECIAL CONDITIONS THE ENGINEER MAY ALLOW VARIATIONS TO THIS CONSTRUCTION. DETAIL SHE .jL \� • ® MIX, 13TO 3 / G� \\v\ \r r\ \V\ MIN. of 4 K. SLOPE PAD AND BOLLARD CONCRETE SURFACE AT 2%. / • 9 - `• • • SLUMP - �/• /`// � /�/ /// /�.� ROCK BASE COURSE 3 4' BE RODS DRAIN PIT 1%' TO 3a" L. 4" OUTSIDE DIAMETER STEEL PIPE (PAINTED SAFETY YELLOW, 2 COATS) FILLED SOLID WITH / / \��y��' TYPICAL EA SIDE- 1\\ \ \ \ \ PER NOTE 2 Q GRAVEL TMAAN 3 CSF ••.' CONCRETE. // //\\�\/ ''�I�.Yr�l�.r•.�� OF CROSSWALK f// /�//\\\�/&\\///\// SUBGRADE PREPARED PER CONCRETE 36 f M. 3000 P.S.I. CONCRETE DRAWN BY: JMH CAST IN PLACE `N f\9,\ /N/ /� A\' A`ANA"\" A ' GEOTECHNICAL SPECIFICATIONS THRUST BLOCK - CONCRETE CURB " /"\\\/ /\ APPROVED BY: JLH / / 10 CONCRETE VERTICAL CURB 12 CONCRETE CROSSWALK 13 FIRE HYDRANT ASSEMBLY W/ GATE VALVE SHEET: C8..y N.T.S. C8. 1 N.T.S. C8. 1 N.T.S. Ca1 / / JOB NO.: 2ND PERMIT SUBMITTAL - DECEMBER 2015 15-086 &�\Usera\Iulle\Google Ortve\Joba\2015\15-066 Greenburg R"ad\OWGs\OB6-CB-i.tlwg 10/19/2015 3:33:04 5' MINIMUM NO OSBTRUCTIONS 1 60'' " I NO LIP, STANDARD /V V V OvOVOv DEEP GROOVE 1 _ • 4 4 12 1 CURB, SEE DETAIL O O O O O O V SPACED 1 APARTif fillainal 6' 7" .(9..0 (96 . c... i n 11 Y d rB ♦..�.♦ �`S 4' .., ! `�`��~G�1�`��O�fI��'I I�`fI�`I� `�,`� �l!`I�` �'•\444,1 _ ,_•. .�. . .�., OOOOOO "� 1. i q *�`. . . L 4..4.: � L QA0A0A0A0A00il 1�� .�..�.�.�.�.,.� 2 MIN. DEPTH OF i�i��i��p��`��`�i�•��•�'� 3.5" li o..♦♦• �1�j� ♦......0.• . "-0 AGGREGATE A ( ) ( ) ( ) ( ) C) ,a`�♦�.�♦�♦� .��.� , 4" CONCRETE MIN. 3000 PSI, 7 - { ��,�� ,� SUBGRADE AND AGGREGATE MAX. 3 " SLUMP. CONTROL CONCRETE STAMP TEXTURE II OO 0O 0 :�. ��•��.4 COMPACTED TO 95" OF MAXIMUM JOINTS AT 6' OC AND 3" WIDE PAINT I*11114111%111 S O O O •Q��iO� B--� DRY DENSITY (3" MIN,) EXPANSION JOINTS AT 20' TO I p 0 0°O�p 0 0 ..v.. .� CC OR AS SHOWN ON PLANS 0.45" i� c STRIPE TYPICAL pp0 • . 04p0© ..o 'l o n - �_. Li . po , 00° 1 SECTION A-A \ 1.7" i _! A •e p SEE STANDARD �� 0.2" �? _ 2Ry N 86. �G CURB DETAIL } " •O ®// DETECTABLE WARNING Y AS NOTED ON PLANS SEE SIDEWALK DETAIL TRUNCATED' I O9" a 0 RAMP TEXTURE --________= r PER 2/C8.2 DOME DETAIL000 ,110 DETAIL - i' T 0.�j`�`��` , h '��`l O ® O © 0 ® RAMP WIDTH VARIES _.e# �" / / `��% ,C-,� •.;fix... . . . . . ., Client v fO��,pi�wi��plj,i- **-vjv*/-v I��p•��*� ,v•)i��`�`� os" CURB �` so Se ISIL.00I%1��G_:lL`.l rl``I%I\��`��%IS��%l\- �,• Al Evergreen Builders, LLC CUB A M P o Joe Westerman 2" MIN. DEPTH OF SEE STANDARD PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE LOWER 24" OF THE THROAT 1 -D AGGREGATE CURB DETAIL OF THE RAMP ONLY. ARRANGE DOMES USING IN-LINE PATTERN ONLY AS SHOWN IN DETAIL 4" 10" _ 7420 SW Hunziker Road, COLOR OF TEXTURE TO BE SAFETY YELLOW. FOR CONSTRUCTION OF SIDEWALK RAMPS OUTSIDE Suite D SUBGRADE AND AGGREGATE OF THE PUBUC RIGHT-OF-WAY, CHECK WITH CURRENT STATE BUILDING CODES. Tigard, Oregon 97223 COMPACTED TO 95" OF MAXIMUM SECTION B-B DRY DENSITY (3" MIN.) TRUNCATED DOME TEXTURE ( 1 \ ADA ACCESSIBLE RAMP 2 ADA DETECTABLE WARNING K 3 ADA PARKING SYMBOL O L,/ N.T.S. C8. N.T.S. \8. N.T.S. / / 12" DISABLED SIGNAGE PER / / STATE REQUIREMENTS LIFTti HANDLE SEE DETAIL 4/C8.2 Project "i /r- NOTES / STANDARD WING 5' MIN. CURB RAMP PER Greenburg Road 6' TYP. I SEE PLANS 6' TYP. 9p5rtments ADJUSTABLE LOCK 1. THE FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT: THE DETAIL X/C8.1 9550 SW Greenburg Road HOOK WITH LOCK SHEAR GATE IS VISIBLE FROM THE TOP, THE CLIMB-DOWN SPACE IS CLEAR t I1 Tigard, OR 97202 0.063" ALUMINUM I U SCREW OF RISER AND GATE, AND THE FRAME IS CLEAR OF THE CURB. cn T ♦♦♦♦ 1/♦♦ ♦♦.♦.♦." SIGN PLATE WITH PARKING WITH DMV iise \ \ E2 Z ��/�� / / • DISABLED PERMIT 2, THE SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN a a e � � ♦ BLUE BACKGROUND ONLY. VIOLATORS > --'1 b` at.. �as� 4hilt� x / / O ACCORDANCE WITH ASTM B 26M AND ASTM B 275 DESIGNATION ZG32A a_ N �1/•��'7�� N 1 HIGH WHITE SUBJECT TO TOWING 1 DIAM. ROD OR 11 •� - �'t��'1 OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 306. w �1°0°0°0°0°0°0°0 v Designer LETTERS AND AND FINE UNDER TUBING w 1/�1/ °Q°°o0°QODOQOQ°°D°:/ ,I!� 111 • OREGON REVISED g !n �N►�`�1 . . . . 00 . 0 • • •c•,t• BORDER, BAKED STATUTES 811.615 \ 3. THE LIFT HANDLE SHALL BE MADE OF SIMILAR METAL TO THE GATE (TO °°°°°�°°°°° '' Builders Design, inc. ENAMEL (OR-20-6B) AND 811.620 11125 N.E. Weidler St. PREVENT GALVANIC CORROSION), IT MAYBE OF SOLID ROD OR HOLLOW TRUNCATED Portland, OR 97220 TUBING WITH ADJUSTABLE HOOK AS REQUIRED. FULL HEIGHT 4r. DOMES TACTILE VAN ACCESSIBLE VAN CURB Office: (503) 252-3453 LIFT HANDLE WARNING PER SIGN (WHERE CALLED ACCESSIBLE (4 ATTACHMENT 4. A NEOPRENE RUBBER GASKET IS REQUIRED BETWEEN THE RISER TAPERED CURB, sir71r 2/C8.2 OUT ON PLANS) MAXIMUM OPENING v MOUNTING FLANGE AND THE GATE FLANGE. TYP, - CONCRETE TO BE (OR7-8B) 12 FLUSH WITH AC 5. INSTALL THE GATE SO THAT THE LEVEL LINE IS LEVEL WHEN THE GATE 2" GALVANIZED IS CLOSED. 4 WHITE 4" WHITE PAINTED STEEL POST a PAINTED STRIPE © 2' OC TYP. NI. . 6. THE MATING SURFACES OF THE LID AND THE BODY SHALL BE MACHINED -J STRIPE \ TO PROPER FIT. W PAINTED ADA NOTES , \ \ 3" HOLES ON 10 a" PARKING 1. ALL DISABLED STRIPING 7. ALL SHEAR GATE BOLTS SHALL BE STAINLESS STEEL. AND SIGNAGE SHALL 3000 PSI CONC. o . • e z BOLT CIRCLE SYMBOL PER COMPLY WITH ORS 447.233. \ �� 8.. - -kr 0, THE SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED 3/'8'2 2. DISABLED SIGN TO BE UNDISTURBED �� N HINGE MOVEMENT, A STOP TAB, OR SOME OTHER DEVICE. " CENTERED IN SPACE FOR EARTH STANDARD ADA SPACES. * • Lil 9. ALTERNATIVE SHEAR GATE DESIGNS ARE ACCEPTABLE, IF MATERIAL 3. SPACE SHOWN AT 90' / / \� LEVEL LINE, SEE SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN MATCHES. Ilk 36' TO CURB. OTHER ANGLE / / • NOTE 5 CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO ORDER - MAY USE SAME DIMENSIONS „-..--_,_ 12" MIN. OR MATERIALS OR CONSTRUCTION. I 9' TYP. ' 8' ( SHOWN, SEE PLAN "R' 1- -I �cCC CLOSED (6.7- ag ! ^� 9 �� , 4 ADA PARKING SIGN r5� SHEAR GATE DETAIL (6 ADA ACCESSIBLE PARKING SPACE -«', \� � .,.� C8. N.T.S. ...8.; N,T.S. c$. N.T.S. - v \ ,f<<f1r 14, lch.'� Y ,, STORMFILTER DESIGN NOTES ` N,`�`-' L H P %'/ STORMIILTERTREATMENTCAPACrrY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES.THE STANDARD MANHOLE `� '�� _ - J. ... • _ _ v.------------ - STYLE ISSHONM WITH THE MAXIMUM NUMBER OF CARTRIDGES Q).VOLUME SYSTEM IS ALSO AVAILABLE WfnI MAXIUNM 7 CARTRIDGES- L,. ir. r61 OI 0:' - HT2'MANHOLE SfORMFlLTEA PEAK HYDRAULICGRACED ISIS CFS.IF THE SITE OONDIT!°NS EXCEED 1.5 CFS AN UPSTREAM,BYPASS STRUCTURE IS / / �../•�: Sut JUr- - OIIIIEf = - - CARTRIDGE SFI POTION A RECOMMENDED HYDBAUIJC DROP AH) 3.05' ZS 1 6 SUMMIT ENGINEERING LLC qr BUMP •_ _ CARTRIDGE HEIGHT 21' 1B4 LOW DROP / (C) COPYRIGHT 2015 / LA Clla 5 VARIES a_ LANDSCAPE PAVEDAREAS AREAS THESE DRA1MNGS ARE THEPROPERTY OF SUMMIT ENGINEERINGiii � - CIRO FLOW RATE WawaA Al REPRODUCED IN ANY MANNER, 0 _ _ _ _ _________ ___ _ .- ___- __ __ _ __ _ _____ _ _ _ . .. A{ _ = 18-24" I- Z PER LANDSCAPE ARCHITECT j /// I - AUTHORIZATION. 40 4 TriD.MANHOE - SITE SPECIFIC zu_ 1"-0 GRANULAR , A- , A- , 1%.. .=.-.-; / / / / ) sTRt1CR1RE - DATA REQUIREMENTS �� I 12-18 w BACKFILL OR NATIVE ►�•�• 'i a►•a►•a L . �r it- PAVING PER TOP SLAB ACCESS B'1 DD _ sTRLTcrITRE fo • � - p �_i_f_� �--�- SEE FRAME NO WATER QUALITY FLOWRATE(CM1) 0.103_ I to AL COMPACTED .��.�� - GEOTECH. REPORT REVISION SCHEDULE: COVER DETAIL c* /'� PEAK FLOW RATE(ds) 1•,23 DRAIN ROCK, STEM WALL MATER% STANDARD I •-�I-I I REVISION DELTA ISSUE DATE « - ,% \ RETURN PERIOD OF PEAKFLOW(yrs) 25rYR NO FINES A'V '• r•i•aF•'�►„•••C 0 90 #OFCARTRIDGESREQUB�Q PROCTOR > PLANYIEYY s GRTNRDGEFLOwRATE 10GPM 2% • +•I� •�� BACKFILL COMPACTED 5 MEDIA TYPECCSF,PULITE,/PG,GAO.PHSI PHS__ n BACKFILL, PIPE ZONE. AND PIPE BEDDING MATERIAL: BTANOARDOURET RI86t i. �' . _- IL \ er s 'el 1.�� '�:',�..�rj/ %�/\%/\%/\� �/\\// • �•a'7- �• �• : -TO 92% MODIFIED OR FL17NgT:42A ,-r, F I PIPE DATA. I.E. I MATERIAL DIAMETER W A INLET PIPE SI 233.521 6 Z t . / / / . . .�� TO 95% STANDARD war PE - ' !!�,!:� �! /\\� • . 12 OVERLAP PLACE AND COMPACT IN LAYERS NOT GREATER • I �• • �• r ,, k1., .,,N I o l Nl lif i , s _ 233.G9 R J �� . • .- ' \ \ \ \ \ \ \ \ . PROCTOR. MATERIAL NI aft FTI I ; „ „n'illi r r 1-. \ v` O mETPwE • I ;M�a!I; e.SIC / •/ // // �// // / // TYP. THAN 6 INCHES THICK AND IN MANNER THAT fi s it e• • •s e silk • 231.64 R'" .{ ..t . ..- . t- / // // / / / / / $ N o , ipJ{L EI ., ,0 " iE,,hi IMIp Hp,pIq!�I f IIAiL f +,. 4 tr '4K-n KK:' , RI I• 11 /1 • e r,a, { r� ,5, u m MIX , m ,y io 1 . fi..° . �.,- i,.--�., \ \/� , • • �� • �� AS RECOMMENDED " . . . r �. � �., \} / a EQUALIZES PRESSURE ON THE STRUCTURE AND , A . � � P-. ♦ 11 YA r PI I•.I!I, {V il Epi lil„I IlrLay M 4t1 I. i N VII Xi 1 C EI " 05v---At .i r k r k A,„.:i + - �--/- RIM ELEVATION 1236.38 I.• x,, a \ \ \ \ \ \�/ / - . . . +. Flr�,n�a.)nrHrll�r� T�I.Nr,�+� riI �b, .lilk�, l+'111a �Itl,.,ml il„ i�Ni.. t; „. . � k .„ 11 , y,.�?. .. n. , . � , ..r. .. .6,� 4x .;. .. .. � � .. �, .�..�, �� ,. � I ,�y��!�;�!., li. ► / // / / // / /. 18 24" I • • • • BY GEOTECH. REPORT ANTI-FLOTATION AAI I AST WIDTH HEIGHT w �� •/�- I. '/�- yj \�\� /\ \ \�\/ \/ MINIMIZES STRESS. PLACE SPECIFIED PIPE ZONE /••�•I-•w•'W•ale OR 1"-0 GRANULAR • ° ''ett f �` //�// �/ //4kf . BACKFILL CAREFULLY AROUND THE PIPE. DO NOT .i ;� eas NOTES/SPECK REQUIREMENTS: O �S!iiitIt y i a\ \1\,,,�.,_ . .:\ /\ �,, A . . . + BACKFILL coNrRAcraRTocIRa,RTO FRAME AND COVER I• �r t. FINISHED GRACE INSTALL RIM FLUSH w PAVING ,i il„��!! ! Si Aa► AlA1. rte" " ►� ALLOW SHARP, HEAVY PIECES OF MATERIAL TO • I 1• I (DIAMETER VARIES) a ��j1040.4��.4 II • I • •� DROP DIRECTLY ONTO OR CONTACT THE PIPE. )161.1101.40.1.•••20.1.40s; / / GRADE N.T.S. PER ENGINEER Cf RECORD a /i" INT /1' '�' `• �� 0 aE ,��{�,�„��r,,�„ o • . .~ }a.aa HORIZONTALLY AND VERTICALLY. SHEET TITLE: -am I '4,a 4,,' 4, •• 9Weal4111 fi!.. ark 4 AS REQUIRED UNDER THE HAUNCHES OF PIPE AND SW GREENBURG IN AREAS NOT ACCESSIBLE TO MECHANICAL 0 GENERAL NOTES •�1�'/1,/1,./�: i•er• �•�•r• �• ,� N 'rr•, , •, d FL°ArABLES I. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED mTE+WISE ��!�,!!�!!�� ; TAMPERS OR TO TESTING, COMPACT WITH HAND • fi - -0 GRANULAR ROAD STORMFILTER BAFFLE 2.DIMENSIONS MARKED WITH°AREREFERENCE DN£NSIONS.ACrUALDIMENSIONS MAY VARY. /1 /. /• /• 1`� I� �� A-arealad • f - W t BACKFILL COMPACTED 3FOR SITE SPECIFICDMWRIG3 WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED SOLLJITONS =•:�r•� 1•.�. ,I•I alb d METHODS TO ENSURE INTIMATE CONTACT BETWEEN' , APARTMENTS CARTRIDGE LLC' TATER STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFOIBAATION CONTAINED IN THIS /� /� /� ��., <, DRAWING. ogle .1�., 11;t. et e� ii. A A . PROCTOR INSIDEHEIGHT5. STRUCNAESHAL.LMEE'TAASHTOHB2owADRATING,ASSUMINGteamCOVEROE0-sANDGOUNDWATERELEVATIONAT,ORBELOW,THE !�;t! �!l ! 1� �, ' ' " < . A STRUCTURE. PROVIDE THOROUGH COMPACTION. .. 0TYPICAL OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TOCVNrIIWACTUAL GROUNDWATER ELEVATION.CASTINGS SHALL MEET MSHTO . \\z\ \/\\r\ �'• ' / / / / / FOOTING DRAIN / / / / / ::.,:: : ; '... . ;.. ' : ;.. ., Da s DETAIL SHEET 4 1 mos AND REowvigTHTHEC°"TECNL°°° TRE ICH BACKFILL 'winnow!o ��/ / / / / SPREAD THE FIRST LIFT OF MATERIAL SO THAT THE / HYDAAWCDROP a PATER CARTRIDGES SHALL BE MEDIAFILLED PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING.RADIALL6•DUDEPTHSHALL , ,i : PER 1 Ci8.1 INLET PIPE (H)INLET INV BE T-+ACHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. PER 9/C8.2 ,/!5911tO W!` \ \ \ / PIPE IS .UNIFORMLY SUPPORTED ALONG THE BARREL. T. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpn)DMDED BY THE ALTER CONTACT SURFACE AREA Coq ft} // // // - 6". MiN, PIPE DO 6" MIN. i 11 mt.. I TO OUTLET INV. NSTMLnTpNNaES \/\/ GEOTEXTILE EXCAVATE BELL HOLES AT EACH JOINT TO PERMIT 3" MIN. / / STORM LINE PER //� ..,I ,� 1. ANY ATIONNE,BACKFILLOF�TII,ANDA7RAMIFLOTATIONPROVISIONS ARE SffESPECFICDESIGNCONS®ERATKkSAND SNALLBE / I1 FILTER FABRIC PROPER ASSEMBLY AND INSPECTION OF THE ENTIRE PIPE DRAWN BY: JMH -, � SPECIFIED UYr3NG1NEEROPRECORS. PLAN, CONTRACTOR TO / JOINT BEDDING 2. CONRRRA URCTOPROVIDEEQUIPMENTWITHSUFFICIENTUFTINGANDREACHCAPAGNTOLIFTANDSETTHESTORMFILTERSTRUCTURE ENSURE STORM PIPE IS 1 FOOTING ZONE APPROVED BY: JLH FLOW KIT 3. CONTRACTOR TOINSTALLJaNTSEALANT BETWEEN AL STRUCTURE SECTIONSAND ASSEMBLE STRUCTURE. ABOVE ZONE OF INFLUENCE OF INFLUENCE OUTLETSUMP OU 4.CONTRACTOR AND SAD COLLAR. IF ANOUOGROUTI IS LARD E(S). �� STORM LINE SECTION DETAIL UTILITY TRENCH W/ BACKFILL / SHEET: /HDPE OUI'CET RISER 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTORTO TIE OUTLET RISER SNB. STORIARLTER EQUIPPED NRTH A DLA.DIAMETER HOPE OIfRLET STUB PNDSAND COLLAR IF OURET PAPE BtARGER THMIBINCHES,CONTRACTOR TO flEMOVE THEBINGI OUTLET STUB AT MOLDED IN CUT UNE COUPLING BY FERNCO OR EQUAL MND PROVIDED BY CONTRACTORSECTIONA-A B. CONTRACTOR TO TAKEAPPROPRIATEMEASURESTOPROTECTCARTRIDGESFROMCONSTRUCTIONRELATEDEROSIONRUNOFF. ^^.� N.T.S. (-9-. $ N.T.S. CONTECH. SFMH72 \,\�XJ 10 ENGINEERED SOLUTIONS LLC STORMFILTER StormFilter w.w.CoM..hEB.e•m �x^sr .siex,-r• su2a cwe.Fw.Dr.Ws 400.Wed a..v,NXRmase STANDARD DETAIL 800.338-1122 513445.701D 515645.T93 FAX CONTECH STORMFILTER MANHOLE / / 67; 8N.T.S. JOB NO.: U 2ND PERMIT SUBMITTAL - DECEMBER 2015 15-086 CC:\Users\jufie\Google Orive\Jobs\2015\15-086 Greenburg Road\DWGS\086-CB-2.dwg 10/12/2015 3:25:05 ,I 1 HHi 11 - :,,i �Y o r ,r v - , = fT4 9Cri i - w .a^.. . Illi e I i r . sir - 'li =10. IY iI "F ; I '- - I 1°":i a , i4 IG - 'AlI II . I = I li V 13 - i,• ^ t _ L ei i.,i�I lt+r i) idl 11 Ni 6i s i1.1.9.A - L ." ii iii aE ,i i , utlill.' 4,H,11-1?„-:;, ,P„le i, VJ r. ileo r. • En J yl STRAP/SLING ;1:-..-:.:.:1„4,,w`.--',-- E 0 PIPE WRAP 0 /KY/��\,fJ/� f� 2/ ./`*'i,!,( /f`f.,, /r/�fr��fr � �// PEa PETAL (npy r t :,-, luwax VALLEY MARE ro LEGAL oxo c PE ENCASEMENT \ \ \\ �� \� \/\v!�\ti�\f�f 57REEr SIDE CU8i0MFR SIDF, a _.,-.4.-----. 1/4')”./\/"\\,/\/\-. / �t / // /\ // /// DISTRICT STANDARDS CODE STANDARDS _ !I!!J$!JLiIIL;J!1lf�// 13'-17•/ �ji / 3 '.f" 4 .a. ..f^ /ff/ 2ELL COPLIP 7•-104•E• / / / / • - - 1 ` . 2' TYPE K RcI SPELL FUN PE f w / r ♦ ^' ELL COPPER SLP \i\\�%\ \:/\i\�/\i/\\\'\\ ♦ ♦ 2" ADAPTER COPPER COPPER TURING :'v='t SEE NOTE 1 FIANCE COUPLING ADAPTOR 17 6" CLASS "er �<4 / ,;:- /f \// //. /�' / /\ \/ f /� •l .n A \\\/��\\f r �.\ • \ �\ \\•.x\� :�\\�\\/\� • � � 4 SWEAT TO MIPT f _ - SEE NOM 3 a ofalaWila BACKRLL �j f\/\ _• • a > ` % / FLOW r,�l/ 1 � I.e 1,r�111 r O O ,�\l//// .. . .. , a , . , :•if`\\/\\f (VALVE WITH 2" GATE '�. 4"x3" REDCER RC ��I.�I f., Il 1 rel'S■m� �L /,f� / / ATING NUT n" ADAPTER COPPERuj m © OP R i�_ SWEAT TO MIPT M _` O �~ ,.s F •<. c_ --_ GATE VALVE�FL 1 MI .. .. 3 G1 I -+ , Yes SADDLEIES\lIi. 'EallEiE'Fa If OF EMI II til [ilI!t til G/ `Ja•:'•,. • \�/� �\/ � CI i ilia i ri worm 17 `/ / // /, //\ /\/ / E BRASS ty umEn L�nvO os+A r9j %�/�\/\\ .\ T\\%\/\ \/\ \ /\/, �\ O .• NIPPLE 'SaBF h Jr.. i 3' MEGALIC RETAINER GLAND REOUVIELMEIS Ml.307 AND r �V i - -�► ' [ / TABLE 1 4"x 2" SERNCE SADDLE I - a Pt0 1I ,. PROFILE VIEW 4' MEGALUG RETAINER GLANQ- DOUBLE CHECK VALVE ASSEMBLY PLAN / / 1 --- ____ ___ -- 3" SPOOL FLG x PE 10 FT LG ki LI �� 411181*-} 0 yip BRANCH THRUST BLOCK / x m CURB W / / i ` tip DOOR LATCH s x x e wAx wT oxr 1 PIPE DIA BEARING AREA 4" SPOOL FIG x PE S FrLG HS END UTILITY VAULT 676-WA- WTD WITH SYRACUSE CHD-TIAL •✓l'/\C��'��`g. J I.n IL i"If DA/ `. Client /1 1 1 + 4 1.3 PLAN EOR BILGO JO-3AL DOOR XTERIOR TO BE SEALED M WITH CRYSTAL SEAL OSHA //'%\��f ��,�//✓' Evergreen Builders, LLC le- '2' • 1111■ '1111 cliII�I FINISH GRADE TO SLOPE OR APPROVED EQUAL '�f rl 3.INN �,� C/o Joe Westerman .. • 8 2.8 AWAY FROM VAULT UD '�J II CLEARA Cd �^ a P, maxim ima vA<wE 7420 SW Hunziker Road, ■�11IIi1 1® ,. . e" ., �.. �,, 8 5.0 IN-^- i- /�/./;,..„:::::,,,--.z.‘.` ' •a </�,,csv j\ ,\�/\\� \`` 12 11.3 v /\/ /�/. 3• Mwt6 NAx R vagNOTE i 11 Suite D � �\�1 /\\�\\/%\jj��/'�/,�/f\/\�:v ." DRAIN To CURB iI � s a I Tigard, Oregon 97223 +•!} 1 {}J FIANCE IX1uPLa1G wAPTOR s-TWO LAYERS OF TAPE WRAPPED KEYNOTES: r11 F 4Mip Ii MUNE CHECK VALVE ALL THE WAY AROUND A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK THRUST BLOCK i _ 0i U 4'-1• TD SEE NOTE NO. 2 p- - II II it ��11 SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY a-5 ` VALVE CAN I �Y 6NECIi-VALVE `ff 1 r • RaX:RT 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER THAN PIPE AND SLIP OVER PIPE AS DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MINI.) ( i- -1 i PER DETAIL 3 i-I��IF j('I Ih•.,i -AIL 1 l'1�g'�� /' SHOWN. B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF 8 MIL POLYTHEYLENE PRIOR 7•_2• - ��t�I�V I�"r"�ii� Fla II um tl 12" 1r/ TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM - Ila H ENI .2 MIN i �I / / CONCRETE BALLAST �+�► 1. SPREAD THE POLYETHYLENE TUBE AS SHOWN SO THAT ENOUGH IS LEFT TO PROVIDE BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. SEE NOTE ND 2 III II / / t � "I+ : i�' %'i els .� - Vint IN lH f 5'1 DRAIN TD wwarr at A ONE FOOT OVERLAP AT EACH END OF PIPE. C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. twat E ?`a- e-rI ! ( I �P NYD 1 "0 Project D. LINE-SIZE GATE VALVE (FLG X MJ). SFE DErAx s1D A D s2o Fort 2. TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. 4 MS ala R►e - _ SUMP DETAILS. Greenburg Road TIGHT FIT. FOLD OVER ON TOP OF PIPE AND SECURE IN PLACE WITH 2-LAYERS OF 'J`, x; *=w •' ylZ :: SUMP PUMP OR DRAIN Apartments CIRCUMFERENTIALLY WRAPPED TAPE ABOUT TWO FEET ON CENTER. (PE SHOWN LOOSE 6" LEVELING COMPACTED \ ' ,�, \�\' \Y !/ PEP. QETAL 310 ELEVATION 9550 SW Greenburg Road NFRAI NOTES: 3/4-D CRUSHED ROCK ELEVATION FOR CLARITY) 1. BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE COMPACTED3/4-o CRUSHED ROCK Tigard, OR 97202 TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE STANOON PIPE STAND FOR DRAINAGE 3. LOWER PIPE INTO TRENCH, BEING SURE THAT THE POLYWRAP IS NOT DAMAGED, ANDVAUTY BI DOOR NOTES; / / SADDLE WILL BE INSTALLED. SIZE UTIUVAULT * DOOR MAKE UP JOINT. R - 1. cONTRAcT TO E AJ.I,OPENINGS IN VAULT WTx 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURERS SPECIFICATIONS. tom: I. CONTRACTOR TO SEAL ALL OPENINGS IN `VAULT WITH NON SHRINK GROUT. CO •}CHIN URO 1T / / - 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF 2. AREAS WHERETOR TO FLOODING CONCRETE BALLAST 3 CO YD MIN AROUND BASE OF VAULT IN 3 STS. _ _ 66O -WA--_. J-5AL z ca TRAQOR TO INSTALL =CRETE BALLAST W. 4. PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECURE IN 3. NIARiSHALL GE°APs NAMED GROR Eq AL�SUBMR 'IT A TERNATES FYR SERB VAL 4 - 577-WA J-5AL - NM MGM WARM ARM.SASE VAULT MERE n.oaoelG Designer PLACE AS SHOWN. FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE, 4. PAINT 2044OR WALL_ AND DD BOT OM EQUA 6 6T8 th. - 7 'SAL WHITE A CLEARANCE LILlYm1 MALL AND DEVXI r LIRL. EXIST - 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR s. Das gz.pa4(7) PRDHIB:Ts LOCA tJG ANY UTILITY INFRASTRUCTURE WITHIN 1-FT. OF A - 11'MAX., EXCEPT IF MIF,r MAY FOR 860-WA VAULT Builders Design, inc. 8 887-WA JD-3AL 4 THRUST BLOCK 1'-0'WN TRIMNESS 11125 N.E. Weidler St. PRIOR TO TAPPING. SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES AND/OR 5. PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. METER BOXES FOUND TO FALL WITHIN 1-FT. OF A SURVEY MONUMENT LOCATION. 10 5106-LA JD-3AL a FORriaOS FIRE ABERRN�uE- Fa+DwEinc Portland, OR 97220 - LAYER OF POLYETHYLENE AND SECURE IN PLACE AS SHOWN. 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. - OR AC APPROVED BY DISTRICT ENCNEIR Office: (503) 252-3453 Tualatin Valley Water District DESIGNED:SEA PE BAG INSTALL DATE:9/15/2015 Tualatin Valley Water District DESIGNED:PDB DATE: 6/1/2012 Tualatin Valley Water District DESIGNED:PDB 311 METER DATE: 6/5/2013Y Tualatin Valle Water District DESIGNED:PDB DATE:8/1/2012 �s MODIFIED DIPRA WET DETAIL (� ra^ j APPROVED: TAPPING SADDLE DETAIL 'i"-"P _ INSTALLATION DETAIL (\ �^'�-}" s APPROVED.Kirk DOUBLE CHECK DETAIL \, �� APPROVED:SLD in� � APPROVED: MFK 1850 SW 170th Ave. Beaverton,OR 97003 2 1850 SW 170th Ave. Beaverton,OR 97006 R 1850 SW 170th Ave. Beaverton,OR 97006 7 0 3C 1850 SVT 170th Ave. Beaverton,OR 97006 VALVE ASSEMBLY BF 100 (503)848-3000 www.w d.org SCALE:NONE TRENCH MEI HOD (503)642-7511 www.tvwd.org SCALE:NONE `+ ($03)642-1511 www.tvwd.org (503)NONE 8Y CONTRACTOR (503)642-1511 www.tvwd.org SCALE:NONE STRADDLE MOCK To iv ,ie. vALLEr wA1EN m LOCAL PMAIenIG TOP SLAB 6084.48/2AL �Q7�YYA� 1 Y•1f D Mt DE�pO(TR) 1,890 lbs. Syracuse CH-4872AL Access Door PSi cr STMDM05 CCOE STMNDMUS 3" Aluminum Diamond Plate D,.�-tDgp yn.Rpym 8'-2" GRIv. Ladder Spring Assisted Door w/Droin Channel / • - - -. 5' nCCt LRCM VAULT 1 (Locatlonwe�Le2d Ion Ute A�hor I f'i.'I L I I 30C sf. etlestrian ratetl / / / r -I-I 1 tit 1 1 1 1ez Note: FDCRETAINER OLAND •. , _ GU STOM ER SIDE SFE NOTE 1 ( (2 Ecch $Ldp,) IIi ' '_I ' i I I as hog through side wail rmSPOOL r1L'z PE IX�111 VA1LT ST:TiLLMDiT. /`�R ._ 2 TenLift Ancho fl ll l-I Lshown forilfustrolionMETER SIDE 11 ` 11Lilt - - ` \ I IV dal I _ It : �. . , � I / .= u.F1 1 1 1 1 1 4PlacesM To x ci ,r•1 -f-I I -I- I-- i �-i-I-I_ ,'-0' �i I-I-I I .T Y�' C L E A ( tr f 111111111111111 TOP I_I_I-I_ > ti ri _ j FLOW �� d��1:,1,��•��IC> I �� No.BBT-T-0872 'toi. " 1 I I ,{ - rr j f �ra.P:� I Illi L E., S I 5.200 IDs. ,:1- � ",_T,n"hi 4 ;rs; L� C■ FlJAXE taTDNO ADMTHt I a .�•- i G I ij :. -HU fr. .. 1-7 • PLAN III I DP11wv.FRE DEPARMENT Ii 1II i aY1NEC110`L fxSYTA(TIOGLFlIE 18z18" Knockout \,./ \ '+, }l ' /ycEi 1 ``I MMSNHL (2 Each Side, 2 Each End v / g•_1• `CC �j^r 1t t 3`/` LADDER MEEIVI:OSHA I r9i BASE 111 "p" ` /^ e L\ -, w.aurmRrlls t` r III . No.687-2-B (\I � r-°- / ' D _::: WE OCTAL]CO MD -t+r-_- 1414.441, ,� SPECIFICATIONS L 13.570 lbs. ` 1\� ,. 16'-3" ... CARSON METER BOX PLAN Ji 7.8*ALTERNATE Fac LOCATION (OR EQUAL) Iii (- ..4 I I / / I8• x 24' Knockout u... 'It,°: - L • ro aJrs OR (2 Each Side, 2 Each End) ,1,11 ` / / `�`�,1,{; )' 'irL�V.Clt7 _ D UPC 3.eSl e'MA„ DA,va.r kits114144..4";!1:4071��) i (C) COPYRIGHT 2015 "4,"V to -_-'- ,1�)�a11V� t ' 11r,�`E`�\�.�� `� ; %.v`` \ . ��0 0 ISUMMIT ENGINEERING LLC ��`''1�� I SSr �.`4.``2C%Gi'i ---- _ __ --.. .iii�/� ./ ` ( III/` A\�r �� . THESE PROPERTY OF SUMMIST ARE THE ENGINEERING 2" DOUBLE CHECK \�I / A „ Tr Aonce ofF-et 8 % 9aATRI Evil vaEKL. LL RPRODCED C AND ARE OT TO BE USED IN ANY MANNERORVALVE ASSEMBLY 1, ;- 24" MIN CLEARANCE v°km II / �� Comoaeal Coaling AppliedSEE(DIE 5 t/ s:d. 12" D'o. sump / :o Exterior Surface WITHOUT PRIOR WRITTEN D ! AUTHORIZATION. .,, 'C_-I - I i II_ . C (Customer to supply Somp Pump ' ' N .� install. AAI. 1/7 per TVWD Detail 310/320) / / ,i tiir p EA DUNE(NECK VALVE `'' / C:\Users\User\Google Drive\Engineering Data\Civil\Tualatin Valley WaterlUV-577-WA.png / / �.' ti _a_ i' '`. Y '1 backflow device Dle i Y I REVISION SCHEDULE: �I�III� i;:(;I�`1,:. :5111a II . . Tualatin Valley .-- 31.11111111:1:,"; d �1�t3111giA �-41�11arilima Water District ,./ REVISION DELTA ISSUE DATE , r 6" MIN CLEARANCE - 1 12' p p i , rt 7 Note: See 687-LA for optional tops. tizitt•i��•� Ir ' $"`"4T �` MIN Iaj�l 8" DCV/ DCDV I '1( 1�.ii+!141.0 91:Ai Leis..,.41,44�i°�'4r•FAT, DOCENT iN • � . SCREEN --�- 1 s s r r.e.1�.!F!j!ie�•.iw;i%�,i,!•:.! ti �.!.!'� aRNN TO DAVE O T°1 I I °T1 . - PROVIDE 1/3-HORNMOVER 'I I r _ rl 1 _._.... _ _ ..._.F a II t '�, 1-T 4. STARLESS STEEL SUMP PUMP. a` wow i n J II H - SEE DETAIL],O AND 320 FOR c:111 -1,--0j--C-1'-• . I AIM M SUMP DETAIL31 - ..__.. 1 I I 1 D 11 CRUSHED ROCK BASE ( . L 1 I II I 4i - 6" MIN ELEVATION T K,T r trJ a 11"'""""a11 " ELEVATION r a' i r' .-.111 4 1 « V1tli ' ky 'T•T ' I ° II 1 I ••• n n til 7!I II I 1-,;,;:;;: T,..'t AIL ( 1� I. ��.'ry1 . • .(I 1 ..-"I rage n I 11 `AI•!• it'�IIS '�JJI UTILITY UTILITY `' R L.-,-al ,F.. b• 141 n / / BSIZE VAULT VAULT DIOOR • NOTES: i %%, :,12t 1i Sal i i ��Il.�Vii. 14i ii / / (NTH FDC • WO FDC • _ ��'TT`„ 11_11_ t-- --1 ■I_._..,Ij IT • i II - i seam I, 1 i aim L 1 a II T. 111 , 1 :rI. I SHEET TITLE: NOTE: zy 575-LA 575-LA JD-3AL 15-,444. - - %�i> : 1. OTAITRACTOR TO SEAL ALL WENN=M VALET MTH (. am r 0 sin 1 ....-.>7 Ea- I.? it mums D i �+�p/ INSTALLATION SHOWN IS ONLY A SUGGESTION. THE 3 577-WA 577-WA J-SAL NONo,t fl$c1D ,OI I' SW p�®CEN®UpG 2. 1osas70Rl°NSCALLC-0INO7EEEONIAST]W jam,-..-m_- __ _ _-a -sr it I I 'Ii !I 4-01-1 ® fl DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, 4 577-WA 577-WA J-8AL �HEIM� rMESITooalFc �_� __ _-:� ay I. ��_ iV . I_ __ __ I I._ 1 FREEZE PROTECTION, AND CLEARANCE FOR TESTING 45c REPAIR DATER COST 6 676-WA 676-WA J-5AL s. a mmefec ere*w.u.no DEICE r MN-1Y PLAN - ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE INSTALLED c.-=-8 687-WA 687-WA JD-3AL-_> MM-DEERE r MM,r MAL FOR 1330-WA VAULT _....he TLC a-.• r-r r e- r-o' r-o• 2'-o- 111,.. IN TEST COCKS OF BELOW GROUND INSTALLATIONSNO DISSIMILAR METALS , 4. DE1EDWR NETMCR TO FEW IN O FEET 11" Drain Pipe IF FREEZE PROTECTION IS PROWOW. THE 24" MW CLEARANCE MAY BE REDUCED. 10 5106-LA 5106-LA JD-3AL w/soupier SIDF END APARTMENTS •'at EWAL•ARMOND 0Y BSfpCT DC Tualatin Valle Water District DESIGNED;PDB 1-1/2", 211 & 2_1/211 DATE:8/1/2012 Tualatin Valle Water District DESIGNED:PDB GATE:6/1/2012687-WA-TVWD 687-WA-TVWD Y Y DOUBLE CHECK OideastMe Precast" File None:02000P687-WA-TVWD DCV/ DCDV DETAIL SHEET 'i...-ir ` DETAIL iU6r1711P DETAIL �.rw APPROVED:MFK DOUBLE CHECK . >> APPROVED:MFK DETECTOR PO Box 323,Wilsonville,Oregon 97070-0323 Issue Date:2011 BACKFLOW DEVICE VAULT 1850 SW 170th Ave. Beaverton,OR 97006 BF 102 1850 SW 170thAve. Beaverton,OR 97006 BF 200 Tel:(503)882-2644 Fax:(503)682-2657 oldcastleprecast.cam/wilsonville / / (503)642-1511 www.tvwd-Grg SCALE:NONE INSTALLATION SCALE:NONE ASSEMBLY (503)642-1511 www.tvwdorg DRAWN BY: JMH 160.0 APPROVED BY: JLH / / SHEET: C8.3 / / JOB NO.: 2ND PERMIT SUBMITTAL - FEBRUARY 2016 15-086 C:\Users\Julie\Google Drive\Jobs\2015\15-086 Greenburg Road\DWGs\086-C8-3.dwg 2/4/2016 5:40:42 PM __ e OAD „ i.. \\\.1 I, 1 . PLAN CREE ' BU , ,_ , fA1l ,______. 4._ ESO ire..,ME ,,i \ i S araj 7, T.0 DEVELOPER STANDARD EROSION AND SEDIMENT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT. THIS ESCP AND y DEVELOPER/COMPANY: Evergreen Builders, LLC GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT m CONTACT: Joe Westerman CONTROL PLAN DRAWING NOTES: REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN PERMIT REQUIREMENTS ADDRESS 1: 7420 SW Hunziker Road. Suite D SUPERCEDE REQUIREMENTS OF THIS PLAN. f y ADDRESS 2: Tigard, 97223 1. NI permit registrants must implement the ESCP. Failure to implement any of the control measures o PHONE 503-313-4621 or practices described in the ESCP is a violation of the permit. ,gyp. 2. The ESCP measures shown on this plan are minimum requirements for anticipated site conditions. BMP MATRIX FOR CONSTRUCTION PHASES W /�"% ( \'\ FAX During the construction period, upgrade these measures as needed to comply with all applicable /2727-t--Ir local, state, and federal erosion and sediment control regulations. 3. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under m 1-4; J;AEI t:f �1�� specific conditions. Submit all necessary revision to DEQ or Agent. m ' y`y PLANNING / ENGINEERING / 4. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from 4 "�.,. t becoming a source of erosion. REFER TO DEO GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF /C >/ y . Pk: bV-7,f,„, *-- 70 *' �;. SURVEYING FIRM 5. Identify, mark, and protect (by fencing off or other means) critical riparian areas and vegetation l�„ '4: . \ , including important trees and associated rooting zones, and vegetation areas to be preserved. AVAILABLE BMP S. : h. ENGINEERING FIRM: SUMMIT ENGINEERING SURVEY FIRM: KC Development j 1 � � '��.*< ; Identify vegetative buffer zones between the site and sensitive areas (e.g., wetlands), and other MASS UTILITY STREET FINAL WET WEATHER CS ` ` r �F �/ �`tr� � � � r ,�3�A#4,"•••„.}} +p_ CONTACT: JASON HAVELKA CONTACT: Cindy Halcumb, PLS areas to be preserved, especially in perimeter areas. I / / , � �►� 4 \� ADDRESS 1: PO BOX 219263 ADDRESS 1: PO Box 398 6. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1-MAY3IST) / / 1i 1) ,. ADDRESS 2: PORTLAND, OR 97225 ADDRESS 2: Camas, WA 98607 when racticable before and after radio or construction. Identif the t e of ve etative seed mix EROSION PREVENTION P grading Y type 9 Client rn ! e' 1/4' �iF PHONE 971 266 0160 PHONE 360.834.2519 used. PRESERVE NATURAL VEGETATION X X X 3 , � f8 FAX FAX 7. Erosion and sediment control measures including perimeter sediment control must be in place GROUND COVER x x x Evergreen Builders, LLC + I HYDRAULIC APPLICATIONS / � R before vegetation is disturbed and must remain in place and be maintained, repaired, and promptly c/o Joe Westerman ire/34,1\ 1 - PLASTIC SHEETING � ,� . �'', implemented following procedures established for the duration of construction, including protection 7420 SW Hunziker Road, s. :. asiv ee�aymea�:srrc,+asu MATTING �4.4,,,,,,,,"'4e""seir.1 ,. �, ��t for active storm drain inlets and catch basins and appropriate non stormwater pollution controls. Suite D GD � [ , I a DUST CONTROL3 , 8. Establish concrete truck and other concrete equipment washout areas before beginning concrete Tigard, Oregon 97223 TEMPORARY/PERMANENT SEEDING °" H'1 o NARRATIVE DESCRIPTIONS work. BUFFER ZONE i r M { 9. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as OTHER ' / t -® EXISTING SITE CONDITIONS grading progresses and for all roadways including gravel roadways. SEDIMENT CONTROL Na 10. Establish material and waste storage areas, and other non-stormwater controls. SEDIMENT FENCE(PERIMETER) X** X- x X X * THE SITE IS UNDEVELOPED GRASS FIELDS WITH SOME BRUSH AND TREES AROUND THE 11. Prevent tracking of sediment onto public or private roads using BMPs such as: graveled (or paved) SEDIMENT FENCE(INTERIOR) x x x Iexits and parking areas, gravel all unpaved roads located onsite, or use an exit tire wash. These STRAW WATTLES x x x x / / PERIMETER. THE SITE SLOPES AT 2-10% FROM GREENBURG ROAD TO THE NORTH AND BMPs must be in place prior to land-disturbing activities. FILTER BERM EAST TO ADJACENT PROPERTY BOUNDARIES. 12. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. INLET PROTECTION X X x X / / 13. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and DEWATERING Project \\\\*: "----.---7. -I DEVELOPED CONDITIONS equipment fueling, maintenance, and storage; other cleaning and maintenance activities; and waste SEDIMENT TRAP Greenburg Road handling activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and NATURAL BUFFER ENCROACHMENT 9 OTHER TIRE WASH x x x Apartments * machinery, as well as debris, leftover paints, solvents, and glues from construction operations. 9550 SW GreenburgRoad PROPOSED CONDITIONS INCLUDE A 60-UNIT APARTMENT COMPLEX WITH ASSOCIATED 14. Implement the following BMPs when applicable: written spill prevention and response procedures, RUN OFF CONTROL PARKING AREAS, DRIVE AISLES, SIDEWALKS AND LANDSCAPE AREAS. employee training on spill prevention and proper disposal procedures, spill kits in all vehicles, CONSTRUCTION ENTRANCE x•* X x x Tigard, OR 97202 regular maintenance schedule for vehicles and machinery, material delivery and storage controls, PIPE SLOPEDRAIN / / sITE MAP 1 „ - 80' NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE training and signage, and covered storage areas for waste and supplies. CURET PROTECTION 15. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. SURFACE ROUGHENING x / / * CLEARING FEB 2016 APRIL 2016 16. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's OTHER CHECK DAMS Designer - * MASS GRADING MAR 2016 - APRIL 2016 recommendations to minimize nutrient releases to surface waters. Exercise caution when using POLLUTIONPREVENTION Builders Design, inc. (---- * UTILITY INSTALLATION APRIL 2016 - JUNE 2016 time-release fertilizers within any waterway riparian zone. PROPER SIGNAGE x x x x x 11125 N.E. Weidler St.a Y * BUILDING AND SITE CONSTRUCTION APRIL 2016 - SEP 2016 17. If a stormwater treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for H�WEMr Portland, OR 97220 �y r+' ! .P.0 �Il f+� * FINAL STABILIZATION AUG 2016 - SEP 2016 sediment or other pollutant removal is employed, submit an operation and maintenance plan SPILLKITONSITE X X X x x Office: (503) 252-3453 , s,' ' ,li-�j ',-(� --' �,'„o (including system schematic, location of system, location of inlet, location of discharge, discharge caNCRErewasnourAREA X x ' �� r TOTAL SITE AREA = 66 425 SF 1.52 ACRES dispersion device design, and a sampling plan and frequency) before operating the treatment DTHER La Hq i r ,,.&,,,,=,,,:44,1 „a . .. system Obtaina approval before operating the treatment system Operate and maintain the r• •, �' '`j--- CL A �� S�T � _.z, o- x; ,. . planPP P 9 Y P %� -#^ ' ` treatment system according to manufacturers specifications. �r4 TOTAL DISTURBED AREA = 70 248 SF = 1 .61 ACRES Arr r;_ 18. At the end of each workday soil stockpiles must be stabilized or covered, or other BMPs must be . } -- - � �C! 1 U foil ,r implemented to prevent discharges to surface waters or conveyance systems leading to surface }I' SITE SOIL CLASSIFICATION: waters. * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. %y Progres . / �' 19. Construction activities must avoid or minimize excavation and creation of bare ground during wet ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. )} '"j; s3 weather October 01 - May 31. J 1 / __ I e , ' i'ggr 7 i� Aloha silt loam - Hydrologic Soil Group C 20. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence 4r ., ° o , , 1 Huberly silt loam - Hydrologic Soil Group C height and before fence removal. RATIONALE STATEMENT r R•' I ' r Woodburn silt loam, 3 to 7 percent slopes - Hydrologic Soil Group C 21. Other sediment barriers (such as biobags): remove sediment before it reaches two inches depth I :21 $ w;,z above ground height. and before BMP removal A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's n _ „ 3 22. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins \ ` GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. III.: `• r - �c Yt ON-SITE SOILS HAVE A MODERATE TO HIGH EROSION POTENTIAL. ALL FILL and sediment traps: remove trapped sediments before design capacity has been reduced by fifty / / t4 t l :° _ t MATERIAL SHALL BE GENERATED ON-SITE FROM GRADING EXCAVATION AND percent and at completion of project. SOME OF THE ABOVE USTED BMPs WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT / / ;,.5s11' , a 23. Within 24 hours, significant sediment that has left the construction site, must be remediated. EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON UTILITY TRENCH SPOILS. 9 qr 1.-ire �. • , a j Investigate the cause of the sediment release and implement steps to prevent a recurrence of the SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO r , z r , - - ! _, 1yg�, discharge within the same 24 hours. Anyin-stream clean upof sediment shall beperformed / �- -`" ! 9 THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO f A J c g,.- T- R > r_. .,w according to the Oregon Division of State Lands required timeframe. REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. w,, x . RECEIVING WATER BODIES: pi 5_ -A , .'`t,, to #j 24. The intentional washing of sediment into storm sewers or drainage ways must not occur. ijk::f nc469PP \;` ,•, �,� xS. a..-_ ..,-:---"."/ t w..bH- a' ' 'e -' � Vacuuming or dry sweeping and material pickup must be used to cleanup released sediments. INITIAL '447 1 CI ' I , NEAREST WATER BODY: ASH CREEK 25. Provide permanent erosion control measures on all exposed areas. Do not remove temporary ifti - 'm , :" ' ' . 4 ,a I' , sediment controlpractices untilpermanent vegetation or other cover of exposed areas is '� \ ORE'OO' ` w > i,• .t� cry ' s 1_i \ '.. i"1 j r✓.°) >t 9 P ,, i ty n_` .\V k l- - � �4 r L ;I4 'L I established. However, do remove all temporary erosion control measures as exposed areas become , L 6/..2>:4..Gt11 rp i f? / f ,. , .\ !i :r a T, , stabilized, unless doing so conflicts with local requirements. Properly dispose of construction �,r , =' 4 #j J1 materials and waste, including sediment retained by temporary BMPs. N. 4 )t z j,' a , saw , �,. _ i Fc" � e, 26. If vegetative seed mixes are specified, seedingmust take no later that 1; thetype /Tr,; r ice , t� SeptemberS�.,I ,L. �,. r � place �T;Cx >, -. .1 ., w and percentages of seed in the mix must be identified on the plans. rr''1 ,, Tr, rr J . ,-- f"=""= \ rro,r 27. All pumping of sediment laden water shall be discharged over on undisturbed, preferablyvegetated / / , z f tT �,.�� ^ o: p I it a - , '-� m_j -` P P 9 9 9 .,; : 9 �. area, and through a sediment control BMP i.e. (filter bag). / / ,,, PGT r 7 a z; "'"P I `L y i ; ,` m;i f „ �z .-. 28. All exposed soils must be covered during the wet weather period, October 01 - May 31. (c) COPYRIGHT 2015 uppig�,;, 'y e ._DLEil AKOTA b__S_.Tj j\'L �1 r 34 4u in '' H 1 t-- "-- . 29. If water of the state is within the project site or within 50 feet of the project boundary, maintain SUMMIT ENGINEERING LLC • ',-,-,-.,---'1;`,--1 ,T° m �l`PU 1- rr 'c FID-- 14 1 iii.-1 1 ' ('---111.!}-,"r • the existing natural buffer within the 50-foot zone for the duration of the permit coverage, or THESE DRAWINGS ARE THE 4 ,"- '�P � I f1#,sg I �� lG, RA -1 .i. r_ ;, PROPERTY OF SUMMIT ENGINEERING N4fi i , ; ,FT`, .< ", 14pK ( �+�. I �I--" -, w � a i"I maintain less than the entire existing natural buffer and provide additional erosion and sediment - LLC AND ARE NOT TO BE USED OR rd.i si _ 's i,.. 'C J' r'Ci.k - t -I.... --'. lily ^(l Cf' ` 1i r.a/ R,I �:*�® ,�,�_ control BMPs. REDPRIORANY NRMTTENER s ,.a x...9-*^t n , w;�<rl , 14/1�z.o-.. . 6.cfi.w ra s n = _._.71-7-7-N,, a..`t ORIZATION./� pINSPECTION FREQUENCY: :THA0uUTHT / VICINITY MAP NOT TO SCALE �+ • / PERMITfEE'S SITE INSPECTOR: JASON HAVELKA SITE CONDITION MINIMUM FREQUENCY SHEET INDEX REVISONIDELTA CHSSUE DATE PROJECT LOCATION: PROPERTY DESCRIPTION: COMPANY/AGENCY: SUMMIT ENGINEERING WEEKLY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF PHONE: 971 266 0160 1. ACTIVE PERIOD FROM SNOW MELT, IS OCCURRING. EROSION AND SEDIMENT CONTROL PLANS 9550 SW GREENBURG RD, TIGARD, TAX LOTS 00900 (WASHINGTON FAX: OREGON, USA COUNTY TAX MAP 1S126DC) LOCATED IN THE JASON@SUMMITENGINEERINGLLC.COM AT LEAST ONCE EVERY MONTH, REGARDLESS OF WHETHER LATITUDE = 45.4505436, LONGITUDE _ -122.7736075 E-MAIL: STORMWATER RUNOFF IS OCCURRING. C050 EROSION AND SEDIMENT CONTROL COVER SHEET • SE 1/4 OF SECTION 26, TOWNSHIP 1 S, DESCRIPTION OF EXPERIENCE: MORE THAN 10 YEARS IN THE CONSTRUCTION • RANGE 1 W, WILLAMETTE MERIDIAN, WASHINGTON AND ENGINEERING INDUSTRY, WORKED PRIMARILY ASA CIVIL ENGINEER, IN THE C051 CLEARING AND DEMOLITION EROSION AND SEDIMENT CONTROL PLAN • COUNTY, OREGON 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL • DESIGN AND CONSTRUCTION OF A VARIETY OF DEVELOPMENTS, INCLUDING ROADWAYS, IN ANTICIPATION OF SITE INACCESSIBILITY. MEASURES ARE IN WORKING ORDER. ANY NECESSARY C052 GRADING, EROSION AND SEDIMENT CONTROL PLAN / / COMMERCIAL, INDUSTRIAL, RESIDENTIAL, PUBLIC BUILDINGS AND PARKS MAINTENANCELEAVING THE ANDREPAIR MUST BE MADE PRIOR TO C053 EROSION AND SEDIMENT CONTROL DETAILS / / ATTENTION EXCAVATORS: SHEET TITLE: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH. EROSION AND SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE (14) CONSECUTIVE CALENDAR DAYS. SEDIMENT 1 CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. CONTROL 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A COVER SHEET DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. 5. PERIODS DURING WHICH DISCHARGE IS UNLIKELY DUE MONTHLY. RESUME MONITORING IMMEDIATELY UPON MELT, / / TO FROZEN CONDITIONS. - OR WHEN WEATHER CONDITIONS MAKE DISCHARGES DRAWN BY: JMH - - LIKELY. APPROVED BY: JLH / / SHEET: * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO C050 - DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. ' * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, / / OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR JOB NO.: • DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. 3RD PERMIT SUBMITTAL - FEBRUARY 2016 15-086 1 C:\Users\julie\Google Drive\Jobs\2015\15-055 Greenburg Road\DWGs\086-EC1-0.dwg 2/11/2016 3:11:58 PM I PRE-CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: LEGEND 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, EXISTING GROUND CONTOUR (2 FT) — - FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO E • COMMENCEMENT OF CONSTRUCTION ACTIVITIES. EXISTING GROUND CONTOUR (10 FT) — — 1004 , C 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS _ CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, ORANGE CONSTRUCTION FENCE / 6' CHAIN LINK 0 0 STRAW WATTLES, OR OTHER APPROVED MATERIALS. Icaf o / 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, EXISTING TREE TO REMAIN 0 - N I / AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT e / 1 IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED EXISTING TREE TO BE REMOVED c' , 1 ' '.1,3 1 TO OCCUR BEYOND THE CONSTRUCTION BARRIER. I'�`� x' ( l*,,,_ SEDIMENT BARRIER (PERIMETER) — X X— _0 l'' 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF ifSEDIMENT BARRIER (INTERIOR) / IN E IOR XX � CONSTRUCTION- AND MAINTAINED FOR THEDURATION ( ) / / Cr[ � \ •� OF THE PROJECT. / \ / / 0 �tq )c% A'N*, ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, / / AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE ORANGE CONSTRUCTION FENCE 0 0 Client ,' '' KEPT CLEAN FOR THE DURATION OF THE PROJECT. Evergreen Builders, LLC 0', / � c/o Joe Westerman / c !! ' WIDE NON—ACC STRIP \ 5. RUN—ON AND RUN—OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING SEDIMENT TRAP �_I 7420 SW Hunziker Road, o N0. 20000798 Suite D `N, m/ ft i PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN—ON AND Tigard, Oregon 97223 ` ;�-f .t pi DRIVEWAY L CATION \ .�' RUN—OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET BRUSH BARRIER `S ' T W % EXCEPTED ONE ACCESS s rP PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. CHECK DAM I I 1 I I / g SEDIME T BARRIER ` �` ...i____1... C/9 �f INTERIOR)\N \ CONSTRU�f l0 / ~ \ TIRE WASH CONSTRUCTION ENTRANCE _• • • s ENTR • , F 1 k k \ '� i i i`i`i i i / / t ----Not— 7 111 / •�X ` THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME Q Gn / ; „ }, „ „ DIVERSION DIKE ® Project I f%% DRY WEATHER CONSTRUCTION. WET WEATHER ��st �•�• / DIVERSION SWALE Greenberg Road ! 1 ��• ��. • !;��.. XX � ,�. CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN TTS Apartments ------ ` , •ti`• `•�• • t•..� �� 9550 SW Greenberg Road �� + \ OCTOBER 1ST AND MAY 31ST. DIVERSION DIKE/SWALE �•' Tigard, OR 97202 •4.• / ` 1• WIDEN 1/4-ACCESS STRIP At,. / / \, Irk, No.�2000D7o4sa N Au. N INLET PROTECTION • / / SEDIMENT BARRIER Designer / c0 !,p 4. r � \` \ \ >�\ ' (EXTERIOR) 9 • ! ¢• rA 1~ -, ' \\ \ Ts Builders Design, inc. �`� le �� - _ \ 8 e SEDIMENT MAT 11125 N.E. Weidler St. J Portland, OR 97220 al ,ten. / t i �`�� \ \ Office: (503) 252-3453 coo (1 . ° ' ` 0 i 7 \ \ TEMPORARY SLOPE DRAIN II / 1-./ • . ., a----NN `♦ ROCK FILTER BERM \ r E A \,‘ 1 k 7,---7 ,.,40 . / 3 \ `� / \ TEMPORARY SLOPE STABILIZATION MEASURES •i:! •/:''i /0 / ' � / . I \ \ IN \--- , dt \ t ` / / 3 \ DRAINAGE FLOW DIRECTION MATERIAL STORAGE, REFUELING t `' SEDIMENT BARRIER / / AREA, EC MATERIAL STORAGE, \ RES—OR M761 RD, LLC ll i J-- 111111111111 a- / (INTERIgR) 1::±: SPILL KIT AVAILABLE ON SITE. 0 D NO 9.15\5'4,38 I`` / `'y / 1j COVER STORAGE OF WASTE STOCKPILE A EA f� ° i i4L J•'f • AND SUPPLIES AS REQUIRED. �� \, I ;# f r s co / NO FUEL STORAGE ALLOWED I ' j / ON SITE. 0 lc I/ / / ' -7. \\ - 4. 1 \ \ \ AIIIIIIIIIIIIIIIILI :< ! \ \ \ \ \ \ / 0� Cn a ;,;,;.;,,�r f l 1 ` LJ I 4� © / / co / „ / 1 / ` \\\ , 1M cENYRIGHT ii / } ORANGE CONSTRUCTION SUMMIT ENGINEERING LLC j j THESE DRAWINGS ARE NTHE EE /( / FENCE A OUND AREA PROPERTY OF SUMMIT ENGINEERING 0 \ OF CONCTION TO LLC AND ARE NOT TO BE USED OR 4j / STORM A D SANITARY REPRODUCED IN ANY MANNER, NOTE: PRE-DEVELOPED RUN—OFF SHEET FLOWS \ WITHOUT PRIOR WRITTEN % NORTH EASTERLY ONTO ADJACENT PROPERTIES. `� `� SEWER / AUTHORIZATION. / ) \ . . / / k \ c \ 7 1*\ Oil"•- 3 REVISION SCHEDULE: co 0 / REVISION DELTA ISSUE DATE / / ( \ \ \ / 77 , t9 o / 1co I \ \ I• I / . I / I' • e } • CO ' X-1',X X X \-X 'X X 256.64• X -X-'X X -X -X "X X J SHEET TITLE: CLEARING AND DEMOLITION l~ \ CLEARING AND /\r1 EROSION AND SEDIMENT CONTROL PLAN DEMOLITION EROSION AND gl \C051 HOR. SCALE 1" = 20' SEDIMENT I CONTROL PLAN / / DRAWN BY: JMH APPROVED BY: JLH / / 1 SHEET: C051 I / JOB NO.: 3RD PERMIT SUBMITTAL - FEBRUARY 2016 15-086 C:\Users\lulie\Google Drive\Jobs\2015\15-066 Greenhurn Rand\DWGs\fR6—FC2—O.thin 1/77/7n16 1,i*IN PIA GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND LEGEND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR • 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: MEASURES. FINISHED GRADE CONTOUR (1 FT) 102 A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR FINISHED GRADE CONTOUR (5 FT) iDo E • • APPROPRIATE SEED MIX. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE E • B. DWARF GRASS MIX (MIN. 100 LB,/AC.) APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) MEASURES. SEDIMENT BARRIER (PERIMETER) - X X - 2. CREEPING RED FESCUE (20% BY WEIGHT) SEDIMENT BARRIER (INTERIOR) XX 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED o - C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE ° 1. ANNUAL RYEGRASS (40% BY WEIGHT) WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ORANGE CONSTRUCTION FENCE / 6' CHAIN LINK 0 0 2. TURF-TYPE FESCUE (60% BY WEIGHT) ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. BRUSH BARRIER `\ E e 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED CHECK DAM _LL I II MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND .,e' e .r �. , " IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. MAINTAINED AS NEEDED. •-•-•-•-•-•-•-•-•• _��,� CONSTRUCTION ENTRANCE ' 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS '`'• • '-'=' ' '=•= VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. DIVERSION DIKE / / / / DIVERSION SWALE client 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT T77 SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT 1 DIVERSION DIKE/SWALEEvergreen Builders, LLC T AREA CAN NOT BE CONSTRUCTED GREATER THAN 50 FROM ANY DISCHARGE POINT, SECONDARY c/o Joe Westerman7420 SW Hunziker Road, 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE Suite D i 0 �`ce I !° l 'N DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. INLET PROTECTION ® Tigard, Oregon 97223 INLET PROTECTION AT % N't , .k / MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. NEXT DOWNSTREAM / / 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM SEDIMENT MAT INLET, CONTRACTOR TO % S� 1 WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. VERIFYETYPE AND_SIZE ,U / /r (( ° /f, TEMPORARY SLOPE DRAIN '' /" t�, A 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM .WATER SSSSSSSSSS / / " ..--.-_ ,. i '��l ` SYSTEM. SSSS / / a% / / C ®apt COMPOST BLANKET Project a i I-- / % 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM I` Greenburg Road /� ! ��/ 2 \ SEEDING & MULCHING / 1a r " , r \ REACHING DISCHARGE POINTS. Apartments ,,,K �r 7- N 9550 SW Greenberg Road � 245 ` TIRE WASH CONCRETE WASH AREA Tigard, OR 97202 �� _ 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK / & ,' / . . Q '' COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. / / / Q _� ' AY � ' , ata � _. / /�/ / S�� ` OUTLET PROTECTION Designer '® 1��lllll THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME Builders Design, inc. ' ' _ ". i• ROCK FILTER BERM 11125 N.E. Weidler St. /r �; , / ' " r ` �� c "DRY WEATHER" CONSTRUCTION. "WE WEATHER" Portland, OR 97220 1. Office: (503) 252-3453 7� - / ;� ® '� :. CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN CONSTRU -4104.---- / �„�' f � - °.` °_` � 73/441:71 + OCTOBER 1ST AND MAY 31ST. TE RARY SLOPE STABILIZATION MEASURES �i:!�i:/�iMPOENTRR�fN6 4/ 0 '' ®� - r • � x � rvr v .. �� LONG TERM SLOPE STABILIZATION MEASURES 33:3P14$.' - t , `�� \ LIMITS OF WORK • t . ;, ° ®�` (1, ��. : NEW IMPERVIOUS SURFACE if' �d �� t o v` ` :ttsiti f SEDIMENT BARRIER 7 Q / ,ter° ! , ' �, , ( XTERI ) ,III ' l,=' 4,•'-,' ' . <. r gin, Tfi l 'sDRAINAGE FLOW DIRECTION / / (• , .,/ , _a \ ue . . . l ;i'�. , ,. / / t � E OR/ / AA „ ryr /tet p TE A ii, a I COrt.+=,d.TE4 ASHOUT sr: �, ter` �E�� .tom � \ ,c\ ' ' i . ,.., , „ .1 �. �� t t l a`• • • ; F. CO i ile--1 c N, 1 /1/1 \,,,_ %, , 4 i \ A „2„,,, .......,..,.., \ „7,...... „ . , , \„,e,-7--- . I 7 ..CY- 44 ‘ • . \ tip/ \ \, i i ' i l'\,, / i / iti>\:, -4vi: Sr ,. Ilk LLI 1 f / AveSe/ \ '4 ' i AVIV0221 try J U7 V r�' f !� .l '..,, Ate, At' ? l``�,.-,' `�. / / / ` / v✓ _ �� UMM T ENGINEERING NG�L / , '�� l ij / \ / 4'i( a THE '` S I I LC - MATERIAL STORAGE, REFUELING \ � \ / . \ , THESE DRAUMMI ARE i ,.. 'y ,. PROPERTY OF SUMMIT ENGINEERING .1144M k> 1 , LLC AND ARE NOT TO BE USED OR / / r AREA, EC MATERIAL STORAGE, %.4‘ �� ! \. ' / \ y• REPRODUCED IN ANY MANNER, l SPILL KIT AVAILABLE ON SITE. �� ' �� ° / `% isitip WITHOUT PRIOR WRITTEN i NO FUEL STORAGE ALLOWED \�:� S •Cr •I ` ` SEDIMEN SBARRIER\ INLET PROTECTION AUTHORIZATION. ON SITE. , y TYPE 4 (AREA DRAIN) / / / 1 �� d (RJTERlG ) \ / I 4sy.. , AgiN - '� REVISION SCHEDULE: Cha �1 �► _ [ c„..„7"--- \ �� \\ REVISION DELTA ISSUE DATE / / �'� �� :.� \ �\ ",, _evn CONNECT TO EXISTING 7C \ �\ STORM LINE %.414 % *�� \� / PflTEUTA ry4MATERIAL� ` % i41 � XX '�� XX fro 1 STORAGE 1 1 Th ° / �. �� 0 " �� ' 04.1S ,• � ° A, i I it I / / / EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: ® : N ��1 / / / \ea �, T •° i (/ \ V Ili SHEET TITLE: co /co r ! �� , li ® LL H " ; ORANGE CONSTRUCTION GRADING, (1;1 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, ■�� aR.p °. l II ./ FENCE AROUND AREA GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND % , ®� � = OF CONNECTION TO EROSION AND / / APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION c:-*. �� § = r. t i STORM AND SANITARY SEDIMENT f 0 / ACTIVITIES. ° _ sAV _ ►,�' SEWER / `"` .. 11 CONTROLPLAN 4 ii 1 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE % \ � . . ; ,��, W ;' INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED- GRADE AS SHOWN ®�, ,, I ��L� / / CO 1 ON THESE PLANS. I DRAWN BY: JMH j 1l i .7, 'r >a/, APPROVED BY: JLH I (( 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN %/ j '� - z; I / F' �' PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. ' `CX X X x256544 , X X �X -=�X X " • % / SHEET: / / l 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR (EXTERIOR)A �■ Ml s TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. / 711 c C052 • 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING / ./ 1 GRADING, EROSION AND SEDIMENT CONTROL PLAN `" j� ACTIVITIES. ' ' C052 ... X10 HOR. SCALE 1" = 20' 1 / JOB NO.: / C052 JL 10 0 5 10 20 , (IN FEET) 3RD PERMIT SUBMITTAL - FEBRUARY 2016 15-086 C:\Users\jalie\Google Drive\Jobe\2015\15-086 Greenburg Rood\DWGs\086-EC3-0.dwg 1/27/2016 1:43:14 PM CD o ' MAY BE USED SHORT TERM a �� ft 0 H W/ UTILITY WORK AND W/ _ 9 p to t �. . 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D.: ° < • .R �. . psu r. • I. .S OPE g 0 4b °-• - 6 .I? • ••.0 .-;4.• PLACE WATTLES ALONG SLOPE CONTOURS. '� 6 CATCH BASIN AREA DRAIN n ` r N M ////�/ v 'o. aD , v' A • PROFILE �D� ,�, E H RADIUS = 25' MIN. ° D' • ��r �� -Ti•t S;,j •22Ii 'E E ` CLEAN PTT RUN OR 3"- 6" CLEAN ROCK `'r O OF R� ? - i- "+-`^e Ifl• Q - 55 Q O SIE WATTLES 4-`,I412`.\ "i=~ .V 'li te tiol .ir•_ R RICE,COCONUT OR EXCELSIOR.11 Elill tt if)ISUBGRADE REINFORCEMENT q\\JG�r ar* .t 4..larGEO1tJUILE, AS REQUIRED i'g STAGGER ' .ill r�••.;.1 _ ` 8" MIN. JOINTS `e' �� ulnIfi ■ DEPTH • / / FLOWI■ f 620' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL e • D IIIl ECTIOPJ pe` l 6" overlap of bags. y.,� 4 ■ a STAKING SPACING4'O.C. 7420 SW Hunziker Road, = nunWA.'•: - - 0 a_ ■ GRAVEL CONSTRUCTION 11141'1 Illli f Z_ Q • ENTRANCE CURB RAMP aint iiillrii Suite D 11111111111111 w j o u VIM VI � ~ Tigard, Oregon 97223 VIEW— r'iuiin iii : fA - - 1n LLi i I PAVEMENT FLOW a FLOW FLOW allifir • J •'•,` li // ■ � ,:•', _ ' ■ lJj✓jQQ�Qnyfi z .ilk f: .; 1';.•.. .gari r _ O. DRCH BOTTOM Q Q . . 9 :'I le � �wm "\��4. ��l��;r,`•;•,:.. ,,�, • ; • .....•...... •: a TIGHTLY ABUT ADJACENT WATTLES. / / CO '4, 1 ' pa : Q w .•.•.G I w W .11\ NOTES; Project a a w IvaITCH I INLET ''�i C Z ♦ DIMENSIONS °LAN \,l t r ApartmentsRoad Z w SINGLE FAMILY !-i VIEW w / Z t\I T4c; 9550 SW Greenburg Road to 20' LONG BY 20' WIDE J :� -e„ 0 F- 1. STAKING SPECIFICATIONS: Tigard, OR 97202 NOTES: M w to x 8" DEEP OF �4" MINUS CLEAN ROCK. 1 . ADDITIONAL MEASURES MUST BE 6" / U o. v¢ COMMERCIAL a. 1"X2" WOODEN STAKES / / CONSIDERED DEPENDING ON SOIL TYPES. 50' LONG BY 20' WIDE '- ■ ■ OJ - Q 3-6" CLEAN ROCK, b. ADDITIONAL STAKES MAY BE INSTALLED / / 2. BIOFILTER BAGS SHOULD BE STAKED 2'-6" 1 —6" ce w ON DOWNHILL SIDE OF WATTLES, ON STEEP • WHERE APPLICABLE USING 2 1"x2" wx p GOVERNING AUTHORITY MAY REQUIRE SLOPE OR HIGHLY EROSIVE SOILS. - z GEOTEXTILE FABRIC TO PREVENT Designer WOODEN STAKES OR APPROVED EQUAL PER BAG. 4'-0' z cV Q SUB-SOIL PUMPING. 2. SPACING IN ACCORDANCE WITH TABLE 4-7. Builders Design, inc. 11125 N.E. Weidler St. "`" . ' . t CONSTRUCTION ENTRANCE WATTLES O 97220 0Portland,5 ) 2-3453INL I . i P- rc IOI\� I ' 1. - , 1ver _ mo4,ILI - ' J . 0 0aeahY11[CII Services Detail Drawing 4-17 Cllea a.:er Services DetaiDrawin, 4.-. f.„ �� VervIlQes Detail Drawing 4-19 aeanY • Lil. yeTViCeS Detail Drawing 4-24 Cv+v etnzgeltr4leall. ..,. ectvemitn,.. Slity* ` i UNDISTURBEDVEGETATION 11 / dl 1 l � alawrairlo- SAH\ „'r ,'�` �j�'�' 11''1;11'''2I fa/ :::---------------...2------;.- � :itairiEliktririo.irr„cia,rsilifoiLorif:,,ii, �� 1O' MIN. r..i/y' iia I it '-:' \0(•� _ tom ^ c,-/ -c. ">` �, .fit �— CULTIVATE SOIL TO CREATE FURROWS C:1Users\User\Google Drive\Engineering Data\Civii\CancreteWashout.png ''� PERPENDICULAR TO SLOPE z \�•�f Vfl 112-n."1' .j 0 \. Empire,OL'(3L 2C.- _ ' OA / /111' / /C:\Users\UseriGoogle Drive\Engineering Data\Civil\Clean Water Services\Detail 870-tire wash.png C:\UserslUserYGoogle Dave\Engineering DatalCivil\Clean Water SeMces\Detail 910-Inlet protection-TYPE 3.png 411 I1 i , \ 1■1■ gie,..e. i, 5 SUMMIT ENGINEERING COPYRIGHT 1LLC �„ ► UNDISTURBED �iTHESE DRAWINGS ARE THE VEGETATION 6%I �I PROPERTY OF SUMMIT ENGINEERING ' :k ` il LLC AND ARE NOT TO BE USED OR — �I!•' INTERCEPTOR a` REPRODUCED IN ANY MANNER, ,.i �:44:40:04:1:,,t,EF,Llok:1:0177,71 l SWALE WITHOUT PRIOR WRITTEN �I `� �� AUTHORIZATION. I,,, 1. INSPECT CONCRETE WASHOUT DAILY AND '•� `'t\D ! �1� Al, ( / / "1'+` �ii/r1 �f 1 .� �/��`- -_r z�`g'- AFTER HEAVY RAINS TO CHECK FOR LEAKS .� ► / 1 �`�an-- v1 OR OTHER DAMAGE. / / ,�� j:iii w+i 1n a*2�,b 2. IMMEDIATELY REPAIR OR REPLACE DAMAGED REVISION SCHEDULE: Lam`� .�'FI°\�� ! e c,j7X°t USE DOZER TRACKS TO CREATE Ga00VESAREAS. REVISION DELTA ISSUE DATE \�J� •`w : ;I•s� ' PERPENDICULAR TO SLOPE\— WA �� 3. WHEN FI RDD TO AC CAPACITY, OR WHEN 12" Cj• _ ��'�CFREEBOARD IS REACHED, REMOVE WASHOUT WATER OR ALLOW TO EVAPORATE. WATER � 0 �, MUST BE VACUUMED AND DISPOSED OF AT AN ♦ `� APPROVED FACILITY OR TREATED AND �� ♦ _ RELEASED PER DEQ STANDARDS. • d r 4. REMOVE HARDENED SOLIDS AT REGULAR • -0 , -es ?' INTERVALS. RECYCLE OR DISPOSE OF % MATERIAL AT AN APPROVED FACILITY. / / SHEET TITLE: --- EROSION AND SURFACE ROUGHENING CAT TRACKING ( - SEDIMENT Detail Drawing 4-11 a can �Y\��j ser Services CONTROL I DETAILS / / DRAWN BY: JMH - APPROVED BY: JLH / / SHEET: C053 , / JOB NO.: 3RD PERMIT SUBMITTAL - FEBRUARY 2016 15-086 C:\Users\jvlie\Google OAve\Jobs\2015\15-066 Greenburg Rood\DWGs\086-EC4-0.dwg 10/6/2015 9:16:13 AM