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Medallion Meadows Subdivision N ' O O " MEDALLION MEADOWS . N Z z AS - BUILT °6 O A 26 LOT SUBDIVISION U. U O C3 J- 6 - 15 TAX LOT 2S 1 10BA 1500 1800 1900 & 2000 O Z , m O • NOTE ❑ r o o� AS—BUILTEYsANDRAWINGS INFORMATION INSPECTOR IS BASED ED DATA. ALL - CITY OF TIGARD WASHINGTON COUNTY OREGON - - FT � cn 0 W INFOFIELSURVEY, AND FISH LBFIL GATHERED DATA. ALL f f CO INFORMATION HEREON SHALL TI FIELD VERIFIED PRIOR 7D USE I Z > r CV Q IN DESIGN AND/OR CONSTRUCTION. — — — — 4 I € C' ❑ O Q 0 _ SW GAARDE STREET — Gc ( SwMatSoRSt �11 ' , ! . � I-- ..�y i SwNailOw ;t' --- — IT, LL —. uj TRACT °B° ' } � 3 ! ` E J DETENTION POND & I I I - — Isr - i 4 _ X U LOT 23 _ WATER QUALITY SWALE i j 1 - - TAX LOT I LOT 1 IF } � ,'i l . '�" '`IT 1 t s"` - I 1 LOT 26 2 1600 A I I al 1 ?yx H I I I I I TAX LOT , , v Sw1#?seVissta Or T 2S1 10BA I I I I g = - n* 5i dI —afrie PateI O I 1400 :E : Q Lu u .LOT 22 I U I I I I g LOT 24 1 H I I LOT 2 I Sw�nhr — 1olrtt a 3 W a 1 0000 I I I I I r I € ? C x I € I I I I PW Chandler DF Sw 3acklsCt W g a 1 V) I LOT 25 1 2S1 10BA I TAX LOTI ! THIS ff 1 i- G W W TRACT I i l 3�y 6uchtllY,Ct 5w McF3rlan Blvd_,+ .. 'S.SITE i s O (_ ? I I I I I 1700 I LOT 3 I — LVr 5,v A- �3�� I I I i , c �vrwl�twoa+ sr W LOT 21 -y t I LOT 4 I TAX LOT J Sty-QsT11T�l0uura`IO- U LOT 20 t\ SW 118TH COURT t 2S1 10BA — '� = arCt 6 J U LOT 19 _ km � 1 I 1200 � LOT 5 1 VICINITY MAP TAX LOT TAX LOT TAX LOT I SCALE: In = 7DO' N 2S1 IOBA 2S1 1608A 2S1 IOBA SI TAX LOT 10BLOT 18 LOT 17 LOT 16 1 it s7oo saoo 9900 210000A 1 o i ; PROJECT CONTACTS I I rAX LOT C4 LOT 6 1 2S1 OBA OWNER: J.T. ROTH CONSTRUCTION, INC. SURVEYOR: EMERIO DESIGN I F. I 1 1100 12600 SW 72ND AVE. #200 8285 SW NIMBUS AVE., SUITE 180 a+ N 1 I I PORTLAND, OR 97223 BEAVERTON, OREGON 97008 o m x TAX LOT I I I CONTACT: TIM ROTH ATTN: KING PHELPS N m N (503) 639-2639 (503) 515-6052 U) v K 2S1 108A 1 '�^ 1 1 oz o s i 10100 LOT 15 1 I LOT 7 I ENGINEER: EMERIO DESIGN v€ m z z z 8285 SW NIMBUS AVE., SUITE 180 S o 0 0 0 LOT 14 �� I BEAVERTON, OREGON 97008 s N N N NOTICE TO EXCAVATORS % ,I I TAX LOT AM: ERIC EVANS (503) 853-1910 ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW TAX LOT / / 1 2S1 10BA RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION 2S1 10BA j I 1000 m CENTER. THOSE RULES ARE SET FORTH IN OAR N 10400 1 LOT 8 1 0 aN d N g _ I SITE INFORMATION 952-001-0010 THROUGH OAR 952-001 =0090. YOU MAY __ _----I i I o OBTAIN COPIES OF THE RULES BY CALLING THE CENTER, SCALE >_ � I SITE AREA: 264,898 SF (6.08 AC) LOT AREA: 192,958 SF (4.43 AC) (NOTE: THE TELEPHONE NUMBER FOR THE OREGON 50 0 25 50 UTILITY NOTIFICATION NOTIFICATION CENTER IS (503)-232-1987). i INCH = 50 FEET TAX LOT / t / 1 ZONING: R4.5 NEW IMPERVIOUS LOT AREA: 612500 SF 2S1 10BA LOT 9 I TAX MAP: 2S1 10BA NEW PRIVATE ROAD IMPERVIOUS AREA: 6,240 SF POTENTIAL UNDERGROUND FACILITY OWNERS - 10500 / �_ TAX LOTS: 15009 1800, 1900 & 2000 NEW PUBLIC ROW IMPERVIOUS AREA: 38,738 SF % LOT 13 - 1 I NUMBER OF LOTS: 26 TOTAL NEW IMPERVIOUS AREA: 106,478 SF R 0 Dig , Safely. , I 1 TAX LOT 0 � m Call the Oregon One-Call Center I 1 I 2S1 10BA N 8 DIAL 811 or 1-800-332-2344 TAX LOT LOT 12 I 1 I 900 m m ' N LOT 11 I I w o n m o 2S1 10BA I DRAWING INDEX - EMERGENCY TELEPHONE NUMBERS 10600 1 �� LOT 10 I mW, e o 1 COVER SHEET 16 SW GAARDE STREET (EAST SIDE) AND STORM & <' 0 � 0 IPLAN & PROFILE p = NW NATURAL GAS I I I 2 CONSTRUCTION NOTES = O ' E M-F 7am-6pm 503-226-4211 Ext.4313 — 17 SW 118TH AVENUE & STORM 03 PLAN & PROFILE � x : m AFTER HOURS 503-226-4211 — TAX LOT — - TAX LOT — — — — TAX LOT — — — — 3 EXISTING CONDITIONS & DEMOLITION PLAN � � 4 2SI 10BA 2S1 10BA TAX LOT 18 SW 118TH AVENUE & STORM 04 PLAN & PROFILE PGE 503-464-7777 4 TREE PRESERVATION & REMOVAL PLAN e m 4200 2S1 10BA 4100 2S1 108A 19 SW 118TH AVENUE & STORM 05 PLAN & PROFILE OWEST 1 -800-573-1311 4000 3900 5 TREE PRESERVATION & REMOVAL TABLE SITE MAP 6 TREE MITIGATION PLAN 20 WATER QUALITY POND & STORM LINES O1 & 02 VERIZON 1-800-483-1000 PLAN & PROFILE TIGARD PUBLIC WORKS 503-718-2591 SCALE: 1' = 50' 7 PREUMINARY PLAT 21 WATER QUALITY DETAILS N V O ENGINEER'S NOTE TO CONTRACTOR: 6 GRADING & EROSION CONTROL PLAN 22 STORM LINES 07 & 09 PLAN & PROFILE BA WALL DESIGN SECTIONS 23 STORM LINE 08 PLAN & PROFILE C/�a eFp o THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE 9 COMPOSITE UTILITY PLAN 24 PRIVATE STREET & PRIVATE DRIVEWAYS �v s+ses RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS BENCHMARK INFORMATION 10 WATER CONNECTION & STORM LINE O6 PLAN & PROFILE PLAN & PROFILE -- REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES vecw s -ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. WASHINGTON COUNTY BENCH MARK 752 11 SANITARY LINE A & WATERLINE PLAN & PROFILE 25 STORM , LINE 10 PLAN & PROFILE /Zrll Y �t ' P a BRASS DISK AT THE INTERSECTION OF BULL 12 SANITARY UNE B & WATERLINE PLAN & PROFILE 26 SIGNAGE, STREET TREES & LIGHTING PLAN BANIEL� THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF MOUNTAIN RD AND SW 150TH AVENUE. � „ 6 CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED 13 SANITARY LINE C & WATERLINE PLAN & PROFILE 27 SIGNAGE DETAILS SHEET TQ NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ELEVATION: 611 .076 14 SANITARY LINE D PLAN 8c PROFILE 28-32 CONSTRUCTION DETAILS AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 15 SW GAARDE SIRE ET (WEST SIDE) & WATERLINE EL1 STREET LIGHTING PLANS 1 4 OF CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE PLAN & PROFILE EL2 STREET LIGHTING DETAILS 34 m COMMENCEMENT OF WORK. CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021NAR2013-OD0221VAR2013-00023 1za N GENERAL CONDITIONS GENERAL CONDITIONS STREET & STORM DRAIN o q 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPUCABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY 1. STORM PIPE SHALL BE PVC ASTM D-3034, ASTM C76, C-900, OR DUCTILE IRON (SEE SECT. 3.06.10 FOR CONDITIONS.) STORM DRAIN LATERAL PIPE SHALL BE WHITE IN C) MUNICIPAL GOOF, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE COLOR. SERVICE LATERALS SHALL BE 4' PVC CONFORMING TO ASTM D-3034. PURSUANT TO THIS PERMIT. ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CAS= OF ANY EMERGENCY. THE PERMIT HOLDER SHALL N Z 6 NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 2. ALL TRENCH EXCAVATION SHALL CONFORM TO APWA DIVISION III, SECTION 301.1.01, AND SHALL BE UNCLASSIFIED. 06 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES O w FOR STREETS AND HIGHWAYS', U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT EDITION. 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WHITING, THE NAME 3. PIPE BEDDING MATERIAL SHALL BE CLEAN CRUSHED ROCK WITH A MAXIMUM SIZE OF 3/4'-00, UNIFORMLY GRADED FROM COARSE TO FINE OR AS APPROVED BY AGENCY OR LL O QAND 24 C3 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S. STANDARD CCONSTRUCTION .SAFETY"AS PER OR-OSHA,CY TELEPHONE MCHAP437,BER OF A DESIGNATED 3A CONSTRUCTION, SUB-DIVISION PON EXCAVSIBLE ATIONS. CITY Q O O M SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 4, SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND 10 FEET INTO THE LOT. THE END OF EACH LATERAL SHALL BE MARKED WITH A 2'x4' Z o o COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. - PAINTED WHITE, EXTENDING FROM THE INVERT TO A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2'x4' TO THE INVERT Q O w 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RICHT-OF-ENTRY AND/OR WRITTEN THEREON. ui O CDT w 4. PUBLIC AL FROM THE CI NOT BE CLOSED TO TRAFFIC, D ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN EASEMENTS PRIOR E STARTING WORK. PROOF OF RIGHT-OF-ENTRY ED PROPERLY EXECUTED EASEMENTS, SHALL 5. COMPACTION SHALL BE PER APWA DIVISION 111, SECTION 301.3.07. CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND METHOD USED TO ACHIEVE REWIRED COMPACTION. G 0 - APPROVAL FROM THE CIN ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. z > r N Q TUALATIN FIRE k RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. - 6. TRENCH BACKFILL OUTSIDE OF PAVED AREAS MAY BE EXCAVATED TRENCH MATERIAL CONFORMING TO 'CLASS A' PER CITY STANDARDS & SPECIFICATIONS. COMPACT TO 95X � 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO - AASHTO T99. TRENCH BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4'-0' CRUSHED ROCK, COMPACTED TO 95R (T-99). COMPACTION RESULTS TO BE SUBMITTED TO O Q CT Q 0 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY PATH 30 DAYS OF NOTICE "CWS AND COPIES ALSO SENT TO CITY EE TIGARD. J m O cc PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OL FINAL LIFT. J Q l2) G BEFORE INITIATION OF CONSTRUCTION WORK. - - 7. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 1-1/Y'-0' Q (n T LL WORK J5. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY CRUSHED ROCK. THE ENTIRE SUBGRAOE SHALL BE THOROUGHLY COMPACTED TO 95Z AASHTO T99. Q W O 6. ACCESS 1D EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING O' THE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS FACILITY. - - - W Q O (-- ESTABLISHED. - - B. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE -IS COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL 36. PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE - AND PROVIDE -TO THE CITY A SCHEDULE FOR PERIODIC PAVING FOR AN INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. J 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY . " U WORK AND SHALL BE EFFECTIVELY MAINTAINED. FOR A PERIOD OF THREE . (3) YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC 9. ASPHALT CONCRETE PAVEMENT MIX TO MEET THE CRITERIA SET FORTH IN THE LATEST ODOT SPECIFICATION 00745, AS MODIFIED BY WASHINGTON COUNTY. SUBMITTAL O 7Q5 ..- ! .- � IMPROVEMENTS.-: ON OCTOBER IST OF EACH YEAR WRING THIS THREE (3) (EARS PERIOD, THE DEVELOPER SHALL THE DESIGN SHALL FOLLOW THE REOUIREMENTS_ O' THE LATEST COPY O' THE DOOT CONTRACTOR HMAC DESIGN GUILDELINES - 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF 7: 00 . REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD - - (-- A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS PRIOR TO CITY FINAL-ACCEPTANCE OF THE 10. ALL MAIN STORM SEWER .AND C.B. RUNS SHALL BE THOROUGHLY CLEANED, MANORELED IF PVC, AND VIDEO TAPED FOR ACCEPTANCE, PER RASO 04-09. FACIUTY; THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS 9, HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9: 00 A.M.-3:00 P.M. - OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. 11. - COMPACTION FOR ROADWAY EMBANKMENT AND ROADWAY SIBGRAOE SHALL COMPLY WITH APWA 204.3.09 . THE MAXIMUM DRY DENSITY OF COMPACTED MATERIALS SHALL UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WALL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS - - BE DETERMINED BY AASHTO T99 DR T1BO. - - BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. - - cn 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. GENERAL NOTES 12. USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS, CURBS AND DRIVEWAYS PER CITY OF TIGARD ENGINEERING STANDARDS. Lwi 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE. NECESSARY 1. ALL ROAD WORK TO COMPLY W/ CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS. WATER SYSTEM - Z H TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. W 2. THE LOCATION OF EXIHE CNG UTILITIES SHOWN V THE PLANS ISITIES APPROXIMATE AND SHOWN FOR INFORMATION 1, AN ESTIMATED 12% OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES AND TO RECEIVE A TPW CI � O 12 BEFORE INITIATING . ANY CONSTRUCTION ACTIVITY, THE PERMIT HIDER SHALL BE CONTACTED BY THE CITY'S PURPOSES ONLY. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION (CITY OF TIGARD PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A AND SHALL COORDINATE WITH THE SURVEYOR THE LOCATION, ADJUSTMENT OR REPLACEMENT OF ANY UTILITY OR PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. _ w - PRECONSTRUCTION MEETING. RELATED STRUCTURE AS MAY BE NECESSARY. ADDITIONAL UNDERGROUND UTILITIES- MAY EXIST. (CWS LINE LOC.503-681-7044). 2 THE CONTRACTOR SHALL MAINTAIN ONE SET OF CITY OF TIGARD STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. > Z 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/679-4171 TWENTY-FOUR 3. NOTIFY CITY OF TIGARD, WATER DIVISION, 48 HOURS PRIOR T° COMMENCING CONSTRUCTION TO SCHEDULE APRE-CONSTRUCTION MEETING. TELEPHONE 503-639-4171. O O (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE 3. CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF TIGARD FOR REVIEW AND APPROVAL m H ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED BY THE PERMIT. BEFORE CONSTRUCTION CAN START. - - 4. ALL WORK SHALL BE IN ACCORDANCE WITH AWMNA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. I= 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL 4. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED G J am U AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT. TERMS, CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES WRING THE CONSTRUCTION PHASE AND ALSO MAINTAIN 5. ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. G CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS. AND APPROVED PLAN AMENDMENTS AT LEAST ONE (1) SET FOR AS BUILT DEVELOPMENT. _ m AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF 6. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-UNED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE 'TYTON' JOINT DUCTILE IRON, CLASS 52. L.L THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. 5. ALL MATERIAL SUPPUER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS TESTED IN ACCORDANCE WITH ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. r , L THE SPECIFICATIONS PRIOR TO DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE 7, - COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36'. BACKFILL SHALL' SE 3 V 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE SUPPLIER SHALL BE REMOVED FROM THE SITE AT NO ADDITIONAL COST TO THE OWNER. /4'-0' GRAVEL. y J WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS Z AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE -6. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION RENEW & ALL VALVE-OPERATING NUTS SHAT BE WITHIN 36' OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. EQ O WORK AREA. SERVICES RELATING TO THE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES,: OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS/HER WORK. 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATIONS (SEE DETAILS FOR D 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC MINIMUM BEARING AREAS). - U ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE 7. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, ROOTS, TOPSOIL AND OTHER MATERIAL IN 10. A 4'X4'XB'-0', PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2" WATER SEVICE. LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2' PERMIT. THE CITY . MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH THE ROADWAY AND IN ALL STRUCTURAL FILL AREAS INCLUDING BUILDING ENVELOPES. MATERIAL SHALL BE WATER SERVICES SHALL CONSIST A A MJ X T IPF TEE AND 2' IPE % 110 COMPRESSION FITTING IO MANUFACTURED E MUELLER COMPANY. CLEAN-UP. - DISPOSED OF IN SUCH A MANNER AS TO MEET LOCAL REGULATIONS. 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED 8. CONSTRUCTION VEHICLES AND EMPLOYEE PARKING TO BE ON SITE. NO PARKING TO BE ON PUBLIC 11. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6' FLANGE TEE, 6' FLANGE X MJ GATE VALVE, 6' MJ X MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE MEETING THE CLEAN WATER SERVICES AND DED REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE RIGHT-OL-WAY. HYDRANT, A-442, 6' MJ, 5-1/4' MOV, 3 PORT (2-2 1/2' NST HOSE CONNECTION, 1-4 1/2' NST PUMPER), 1 1/2' PENTAGON OPERATING NUT, OPENING LEFT, COLOR: ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL DEMOLITION NOTES YELLOW; APPROVED EQUAL: MUELLER CENTURION A-423, WATER PACER 6790, CLOW MEDALLION . 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, - 12. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 1/2 CUBIC YARDS OF CRUSHED 2' - 3/4' DRAIN ROCK. TARPAPER WILL BE FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, 1- CONTRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING DEPARTMENT PRIOR TO STARTING - LAID OF TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL DEMOUTION WORK. 13. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALYY OR J FEET VERTICALLY OF A WATER MAIN SHELL BE ENCASEDINA REINFORCED CONCRETE JACKET 6' THICK FOR z 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND A DISTANCE OF 19' ON BOTH SIDES OF THE CROSSING,, WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18' OF 2. REMOVAL OF EXISTING INTERIOR FENCES, SERVICE LINES (AERIAL do UNDERGROUND POLES, MISCELLANEOUS ITEMS SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT SHOWN AMD THE CLEANUP OF DEBRIS IN THE CONSTRUCTION AREAS ARE ALL TO BE INCLUDED IN THE SEPARATION BELOW THE WATEI2 UNE NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORKREMOVAL BID ITEM. U7 v In TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 14. ALL MAINS WITHA STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 PS FOR 1 HOUR WITH h MAXIMUM LOSS OF 5 PS. WATER Z w 3. IT SHALL BE THE RESPONSIBIUT' OF THE CONTRACTOR TO LOCATE AND COORDINATE THE REMOVAL OF EXISTING MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. _O o 20. OREGON LAW REWIRES FOLLOWING ILEI RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID UTILITIES OR PROPER DISPOSAL AND/O2 FlWNC ACCORDING TO DEO/WASH. CO. SANITARIAN, IF THEY ARE TO N RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE 15. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO 5 REMAIN (SEPTIC TANKS, LINES, ECT.). IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT � OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION STALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE THE OF OREGON WATER MASTER 503-681-7018 TO APPROVE THE FILLING OF ANY SEPTIC TANKS k CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HIDERS EXPENSE. HEALTH AND CITY REQUIREMENTS. .THE CONTINUOUS FEED MEOF DISINFECTION SHALL USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING REMOVAL OF ANY EXISTING WATER WELL. A FREE CHLORINE RESIDUAL OF 40-50 MGA (MILLIGRAMS PERR LITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCUIM/SO)IUM HYPOCHLORITE AND 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE MILE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THRU THE PIPELINE SO THAT THE CHLORINE-WATER PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY).. SHOULD CONFLICTS ARISE AND REDESIGN SANITARY SEWER SYSTEM SOLUTION OS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING o OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE CHANGES _ BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE -A FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO ¢ z 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE CLEAN WATER OF TIGARD o WORK WITH AFFECTED UTILITY AGENCIES. THE PERMANENT SOURCE OF SUPPLY. - {CWS) OF WASHINGTON COUNTY (AGENCY) R&0 07-20 STANDARDS AND SPECIFICATIONS, AND CITY OF TIGARD o 22. A TEMPORARY STANDARDS AND SPECIFICATIONS. Y HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON DISPOSE QF THE DISINFECTED WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTED WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER o TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-STE, SHALL BEy, MAIN UNE PIPE SHALL BE 8' PVC AND SERVICE LATERALS SHALL BE 4' PVC CONFORMING TO ASTM D-3034. - SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, z LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR SANITARY SEWER PIPE SHALL BE GREEN IN COLOR. THERE WILL BE ANOTHER 24 HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. 4, HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 16. WATER METERS WILL BE INSTALLED BY THE CITY OF TIGARD UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS). AL WATER METERS CONNECTED TO AN o, 3. SERVICE LATERALS SHALL EXTEND A MINIMUM O' 10 FEET FROM THE MAN AND 10 FEET INTO THE LOT AND IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVI DOUBLE CHECK VALVE ASSEMBLY) ON THE 23. WORK PROVIDED SS UNDER THE PERMIT SHALL INCLUDE HEPAR OF EXISTING FACNTIES (ROADS, DITCHES, ETC.) ( F AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH SHALL HAVE MAGNETIC TAPE INSTALLED OVER THE PIPE AS PER CWS DWG 520 (SEE SHEET 32). THE END OF " . PROPERTY SOLE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL m - OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT EACH LATERAL SHALL BE MARKED WITH A 2'x4' PAINTED GREEN EXTENDING FROM THE INVERT TO A MINIMUM OF HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW THE PERMIT HOLDERS EXPENSE. TWO FEET ABOVE THE GROUND SURFACE, NTH THE DEPTH FROM THE TOP OF THE 2'x4' TO THE INVERT WRITTEN - PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE Y z 0 THEREON. _ OWNER, WITH THE RESULTS FORWARDED TO THE CITY OF TIGARD WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN. 24. ONE AS-BUILT DRAWING SHOWING ALL. NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING 4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% WITH A MAXIMUM GRADE OF 100% (451. 17. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHAT ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE o N PUBLIC SYSTEM OR FACIUTY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ADDED 10S FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLING, ETC. AND 2X FOR ENGINEERING REVIEW, INCLUDING 'AS-BUILTS' DRAWINGS, z � i c o ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). 5. ALL MAN SEWERS SHALL BE BALLED, FLUSHED, THOROUGHLY LEANED MANDRELED AND AR-TESTED AFTER THE UPDATING MASTER MAP, INTERSECTION MAPS, ETC. BACKFILL IS PLACED AND COMPACTED. A DVD VIDEO, REPORT AND AR-TEST RESULTS SHALL BE PROVIDED TO OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED < o , o / 25. A SEWER SYSTEM AIR-TEST AND (V.H.S.) T.V. TEST REPORT AND ONE ST OF BLUEUNE 'AS-GUILTS' (OF EITHER CWS. MANHOLES SHAT BY HYDRO-STATIC OR VACUUM TESTED. ALL PRIOR TO AC PAVING, AND AFTER ONE YEAR. _ < OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 6. TRENCH BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4'-0' CRUSHED ROCK, COMPACTED TO 95X. (T-99). COMPACTION RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF TIGARD. 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE 111 5.) 7. THECONTRACTORSHALL PROVIDE THE ENGINEER A SET OF PLANS SHOWING THE AS-BUILT LATERAL LOCATIONS om v 27. THE CITYS INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE 8. PLUG CONNECTION TO EXISTING SANITARY UNTIL NEW LINES ARE TESTED AND CONNECTION IS APPROVED BY THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VAUDATE CLAIMS OF MATERIAL ORCITY. �--.( CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS EXPENSE 9. CONNECTION PERMITS REQUIRED FROM CITY BUILDING DEPT. N 28 THE PERMIT THE CITY FOR HOLDER ACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE D RELEASE ANDOF WAIVER TO TREE REMOVAL o` RESOLUTION AND OWNER SATISFACTION. ^TIM, NOTWITHSTANDING ANY OTHER PROVISION OF THIS TITLE, ANY PARTY FOUND TO BE IN VIOLATION OF THE TREE. REMOVAL CHAPTER (INCLUDING BUT NOT LIMITED TO REMOVAL OR 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL DAMAGE TO TREES NOT APPROVED FOR REMOVAL) SHALL BE SUBJECT TO A CIVIL PFNATLY OF UP TO X500 PURSUANT TO CHAPTER 1.16 OF THE TIGARD MUNICIPAL CODE AND BE 'AT THE PERMIT HOLDERS FI(PENSE. A S - BUIL TSHAD- BE REQUIRED TO REMEDY ANY DAMAGE CAUSED BY THE VIOLATION. SUCH REMEDIATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: N - -30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF / ASPHALT HAVE BEEN PLACED. A. REPLACEMENT OF UNLAWFULLY REMOVED OR CODE; TREES IN ACCORDANCE WITIi SECTION W125 a - 3- 6- 15 1&790.060 (D) OF THE TIGARD DEVELOPMENT CODE; AND B. PAYMENT OF AN ADDITIONAL CIVIL PENALTY REPRESENTING THE ESTIMATED VALUE OF ANY UNLAWFULLYREMOVED OR DAMAGED TREE, AS DETERMINED USING THE MOST CURRENT INTERNATIONAL SOCETY O'NOTE ARBORICULTURE'S GUIDE FOR PLANT APPRAISAL 1 AS-BUILT DRAWINGS INFORUATON IS BASED ON CONTRACTOR, ONLY THOSE TREES AUTHORIZED FOR REMOVAL BY THE CITY'S CASEFILE NO. SUB2011-0001, AND ANY TREES THAT ARE EXEMPT MAY BE REMOVED BY THE APPLICANT. IF IN THE SHEET o FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA ALL N INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE PROCESS OF CONSTRUCTING IMPROVEMENTS, ITE FOUND THAT DAMAGE OF A TREE DESIGNATED FOR PRESERVATION MUST OCCUR, THE APPLICANT WILL BE SUBJECT TO MITIGATION IN DESIGN AND/OR CONSTRUCTION. FOR 100X OF THE CALIPER INCHES OF THAT TREE. ANY TREES DAMAGED OR REMOVED WITHOUT PRIOR CITY AUTHORIZATION WILL CONSTITUTE A VIOLATION. N OF a 34 CITY OF TIGARD CASE FILE NO. SUB2013-OOOOBNAR2013-00021NAR2013-00022/VAR2013-00023 N 0 O O II 00 0 I---yI—{I---- I z EX B' PVC SANITARY UNE - 06 O xss _..._... EX 6' DIP WATERLINE xss EXISTING SLOPE d: f.. —.... —...—._..— .. _ _ .._ O 0 xss xss — xss z9�5 —:I x UTILITY EASEMENTS ti - - —....... _ _— 0 O m W x55 — X55 — — � a =X� — - -- DOCUMENT 2003-000018 — xss - x EX 8' PVC SANITARY LINE O - xw �, - EX 12' DIP WATERLINE _ �.---.._--�- _ _ _ 0 �- O o DOCUMENT 2003-000019 \ - " / - - Z = xw xw xw w •w -� xw xw — SW GAARDE STREET EXISTING SLOPE to xso — s e ee w xw xw—xw xw > REMOVE EXISTING - W O O T f xw— — mow— �` RESET EXISIING UTIUIY EASEMENT T - w EX 36' DIP .WATERLINE REMOVE EXISRNC STONE WAIL v xw - w- UTILITY PEDESTALS -- DOCUMENT 2003-022293 vw ��.- •w _ ..- REMOVE EXISTING =�— �_ O ..._ DRIVEWAY ENTRANCE -- xw vw .. .. xw — x - xw S DRIVEWAY w x �i . "•�� co N x „ _ - . .... EX 15' PVC STORM LINE EN DANCE — xw— w -t� xW — .� � z �_ T DRI AY REMOVE EXISTING STONE WALL REMOVE EXISTING �s_ i - - - _ . . _ - O Q DEVELOPER TO COORDINATE �¢ � •RI' 1 REMOVE -� `1?s. - ! F Ji < _ - -__ _ �- ASPHALT DRIVEWAY / EXISTING POND \ °� r �. _ WITH ADJACENT HOA FOR I --- L - - �\ i .� e - I I \ �, ,_ = _ _ - - r - O DEMOLITION AND WALL ^y Ie. 1 J�L� \ , e \` v \ I �� \ \ . _ REMOVE ~ ` - - -, // .._ - �- - - -s'r m Lo CONSTRUCTION WORK WITHIN �^ - ^. )1�` - T � � --. �' � EXISTING SLOPE & � i � 1� 1 _ 'nig' Q (n r X u' THE SW 1191H PRIVATE ROAD x-3re Ir � � !A - ^\ •,' I`" \� r r \ \ ' - J EXISTING SIGNS UTILITY EASEMENT .+ � Q I e / REMOVE EXISTING 1 TRACT -1 Sin. CURB & SIDEWALK . � -L _ - DOCUMENT 2003-022292 0 Q F- O I �� - Q� - -- ; . � �% - \ . i �' REMOVE EXISTING I ` `tee y , I, � � REMOVE EXISTING I W O I- '"' ? \ ASPHALT DRIVEWAY `� " � I e J FAX LOT � e ASPHALT DRIVEWAY 1 ,31E' TAX LOT I 'j° EXISTING 10' MADE PGE ; 2SI LOBI \ s �. � / -•J - (U -,: 2S1 10BA ,''!x"" EXISTING 40' WAGE \ I DISTRIBUTION LINE 1600 �0 s � I!!� REMOVE _ x {I-3 -- r REMOVE. EXISTING ACCESS EASEMENT TO ♦ 11 f'- Q + rg - GRAVEL DRIVEWAY 2000 .l TAX LOT 1700 \ 1k \ i- -�J�? ` EASEMENT BOOK $ ,� r � - EXISTING HOUSE I TSI SOBA H r. . \ III 754 AT PAGE 333 s � W328 f'— �.Uo A CONCRETE SIDEWALK '- r DOCUMENT 80-032678 1 ` , --- -- — '` ' , �� '-; - - 330 R Tel _ / \ ` ei t 1'�t\\ a • \ ✓fC �e � ^ e j rjh\ R / , I 1400 -p- x • 1 \ 4 \ 1 - 3' ✓ I `� / �� ON- - W 332 _ �— E. I \ / _x EXISTING - �` '� \ I I w \ i ist a HOUSE TO � � \_ - - - - - - - - - - -' i5 / I - I- I- �Z Z "J� REMAINIw\` - TAX LOT - / � j , �I � — < •�. �_ � 322 � vJ T=-' :T . _ - -r - \ \ ` � �r ! \ I ax _ - - 2S7 IBA _ _ �/ .,� _ - � i _ I - W O rn r `-- 1K \ r e \ of r \ L 1700 ✓ I --I I L1J - ti REMOVE EXISTING e EXISTING GRAVEL DRIVEWAY O GARAGE TO BE CONCRETE SI WA Z O_ � � - REMOVED 4` �\r \ e\o e\e \ J 1 \ I _ C O � 6 _ U 0J V 0 _,tv - _ -dee \ - rr _ e ® \~IT¢ .e �� r ` ` e ee . I ` — \V REMOVE EXISTING U Z G — — � 'E(\ \ \ e \ e \ eer . � ` — i . r �. \ 1 WOW BUILDINGS I TAX LOT - J Lu I� •352 r r —35p ., \ e)� r 16(`r a t- REMOVE EXISTING �,ay, I \ 1 1 / I 2SI 1 Ba `` II 1 l 1200 ? Cn \� r \ ` ` er � \ rrr )� I 1 f Ir ASPHALT DRIVEWAYr \ 1 I do pl \ e rye' ` ` \ \ v -IL `\ � TAX LOT \ I 1 I x 2S1 IOBA ` � ` I ! ! Lu 1800 TAX LOT }' xs _ \ �— •X I REMOVE EXISTING \ \ ' J I 2SI 10BA / . xss �"9— dg 1Y ,�~ \ ee ee40 Lke -1 �1 LIUTILITYPEDESTALS \ \ I 100 TAX LOT TAX LOT 2S1 10BA 2SI 10BA TAX LOT TAX LOT 9700 9800 I 2S/ 10BA 2SI 1BAr 1 je T — 9900 10000 . \ , >t[ \ 1 1 I 1 !' / TAX LOT ir 2SI 10BA N 1100 0 0 1 I ! !! !! 1 w 3 TAX LOT 11 \\ 1 l\ \I I I I 1 / / ! / 2SI 10BA � 1 \ � \1 1 I f1 I 1 1 1 / I / c 10100 I L _ I I 1 f it v o 19 j 3 I REMOVE ! I \ TAX LOT ° TAX Lor 11� EXISTING HOUSE 1 1 I i I I 2SI 10BA 2S1 10BA I 1 \ ! I I 10400 Ii I �i li 1\� \ 1 \ i 11 i i i\ I \¢ l000 i i 1 2S1 IO°Bn •% ` �> ., I' \\\ i m 1900 // ! i I I i ` \ \ Pn ^ N " o N 1 \ � h � u N l I1 1 1 \ \ 315 ° gine o _ FAX Lor I I I 1 EREMOVEEXISTING / 1/ 1 1 \ 1 1 \\ \\ \ \ � apnn ' i ro �� o 251 IBA I I I I \ 1 ASPHALT DRIVEWAY I ! I \ 1050.0 1 \ \ \ \ � •azo — zso FAX LOT ao SCOALE 20 ao : 2SI IOBA o TAX LOT 900 NCH = 40 FEET a 251 IOBA % 10600 AS- BUILT — X,4w Xxw — xw w xw x _ - - — — ' 0546765% o 3- 6— 75 — — — — � _,6 — — �� — —us �3—yo�.x', FAX LOT NOTE 2SI 10BA ^ TAX Lorrax Lor rax Lor �� <RS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 4200 I 2$1 IOBA ANIE�' a FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL - - 2S1 10BA 2SI 108A INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 4100 J1 IN DESIGN AND/OR CONSTRUCTION. 4000 3.900 SHEET s 3 N N OF 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-DO021/VAR2013-00022IVAR2013-00023 a N O O O o O N tL\k N Z z 1 cn 06 0 \N ... O O O m ILI o �QZ 0 W0oTSW GAARDE STREET / Z> F N Z > T Q C) 0 -- - - _ �J� _=r \ — �\ O Q 80 V6 ^314LIP �� , \ \ 1 ,'� -tn �,`;4�/- 3`.. J L"-- > o . . 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If — l 29 , / 278 �'_ .= + -1 R/ , 2211>�T1\' i , 215> ___ \J \ - 219 �J�e 291 /r f / _ 1400 3x 274 273 23` �`v` 94 `�i ``�91 1�' �" I i• \ \ \ �\\ ' i 3[0 X277 - ; „ .I„c 236 " ,, `+.�;-_ _ - l '`- ` ` ' - i ` 214 \__ - JCs `. �: W ,rte 272 95 py�� fi."!p . 1 � _ 71 \,L ,' , , 212 ` _ o \ / 12933 292 \ i 1 U /r 2751islK - 2701 '-\[t.r<,.r,� \ 1` '92 ' 1r, U , .I' 1 �'• �� P08 � \/ - \ \� - _ -`gy- 1, � ` 7 , 2L�6'9 268 , .r ' 1001 - `' � _�^ 213 ` r� tL ' 209 207\ 1 �, - - _ _ - .� - - - - / 1r'� - _ 270 % It. s w / cel -' i+ � 1 97C \ r' 21I j 1;294 �'-1 - ' 271 1 261- I'' , 111 ' �♦ " t`4F-,t 223 . 210 + /� B TAX. LOT `� 9899 ' 227 . ` ;. zzfi`_� L: 4” w `I\\ �13 ' ` `\' - 2S1 10BA _ If 5v 296 ' \- = Ir322 / . .}r\• ' � �_ ''' , �- T y.. � r i - -` / 1 rrt`.\ ` I '',11'. d 22413 2061��i� 1700 l 1 II \\ r `=r 1\ 40 , \ \ , 1, :233 228 .!�\ ��` \ :4 jZZ• ` i �� / ' 104 103 `� 1X _-.' - , 139 ' f 232 R - , 1 _ 1`, 29Y F J �I106 105 yy154 > - - � K , "air 229 ` 225 - ' T` \ 15 ^ O ?4- �y ' "� � \ , 138 230c \ r : ,204 / ' \:r_ J24� \ \ / ' /_� - \ / W 1109 107` - - neS"15�-��,c � "' �`"�.' ')`. \ 231 \� ''\ �` \ C' j. s _ fY Ln 'Ilio \\�.� \ /11 2981 1 \ \ _ _ ( C� uJ O -.t}4.F•P 111 \ - - - -. � � .7;a_�48 � 1 ` 'j\ I37 \ Ff�z34 \ \ , 1 � \ ` _ _ / 1\ // It \ \ - _ III G LI,. 1i1y1113 112 \ \ � 1, 141 142 -It IN ` \ \- 180 \ \ ` \� - 1 \! \ �\ ` _ / 299 _�` \ i.. 1 ^ ED 114 - 34E 16 y15 155 � ��52 ', f, 150 1�' ` ~ 143 . 136 \ O \ � \ _ ` ' � \ \ ` / >6 ILL t`,' -��, \ ,� �Z, -- � / `� / 4 �\\ ` 11 1 ` � w IN 17\ \ � ' - � 17 ?/ - ' `1 119 156 160 � � •. 159 '\730\ 'i - 14411A Ti 171 . `. '79 \ �� \ _ - \ ti �1.' �� -\ .` � �. ` - - ' i '' S \1111 1 , --_ _ _h W 06 - 121 ` -_ 161. 162 s I6�6py 1667 . , 135 . '� -` .� ' . � �J33. \ il9 .)fi `` �` t - ' •` ter/, \ 1 , I ! TAX, LOT . 121 \ , 158 �.Za^ 1q 1..45 \^ \ ` y�170 �Sy172 t •18_t ` \� ` >.` 201 _ 2021 -`, �I ` � � ! 1`� L 1I 251 108A 122 163 168 , 146 •`: 11 1 - 10. \ \ 19 , \ ' , 1200 LL � i 1� 1 ,' 176 : 182 ��, \ 4c- � ?00 }I \ � ` � \ ``�` 6,9 / .x •354 123 1 ' 157 ��- Ak16469 147 \�, 134 _ x• 177 - 175 �, � i�� ~ 1ft - ,k \ ` \ 174.E 188 • \ 178 1831184 \ \ r 173 '\'�\ 11189 a 1 1 1 1307~ 1 \ � yi-- 186 I 126 124 \ c \ 1251 132 133 . , \r O \ \ \, 187 ' ~ \ 190 \ 193 195 \ \ \ \ 1 ( / • / \ \ 1 v. 128 /':1 \ \ 191 192 194,� ' r \ \ - ----- %,. e \ I � `/{,o `1e `144` 1 1' \ ``1 \ i ' \`1 \ 1 .`' 1 1 / I mai TAX LOT r � 127 . I TAX LOT / se s7 r I r TAX LOT Ir 67, %� \[ \ ) 2SI 108A 2SI 1OBA sl TAX LOT _, ? - 551 9700 9800 25I TUBA 2Sl IOBA 146 \ 20 1;; 66 -� 61 ' r / � 9900 10000 ` /° 6� \ 11. so ` 1f 59 / 56 '. 1 1N53 11 - _, 1 ( r l ( / % 4ipy} 62 11 \` 'I~ ~`. 1 st'1 1 / / / / / f $ FAX LOT z w \ 4 1 9`_L 1 i \ O \ 49 11_` r_,' ' I I / / / 1 r 2SI IOBA [71 1 i 63 ' . 1% \ ''\7:.s'1r sp I // If I 1(It 1100LLJ 40 46 TAX LOT � . \ \/ 1 1k 47 . '-E LEGEND 2SI IOBA A z2 \� \\ rr ; PSS 10100 I E)4STING EVERGREEN TREE 'fry I- TO BE REMOVED \\I 1 23 / // I I 40 } I I 111112 ■ E%ISTING DECIDUOUS TREE t)� za 1 I 39 TO BE REMOVED I 2s \ 1 39 _ ; I I I I 1 I I \\ 1 o REMaEVERCREEa, TREE 26 11 i i '(1 I i i 1 \ I TAX LOT TAX LOT ' \ 1 \ TO EXISTING DECIDUOUS TREE 2SI 108A 1 - \ 1 1 1 f 1 i ! I I I 2SI IOBA loaoo 1 1 1 r I 1 II I i I i; � 3s ` \, Ia( 1; 1 1000 a TREE CANOPY LIMITS PER 1 I ' I t I 1 `,I -�3e I I 1 I �- ABORIST'S REPORT \ 11 I 1 ( I f4 7 \} I 1 I \\ I m z N W y g ` f / 1 1 I I \ I m0v, n `e o —0— TREE PROTECTION FENCE \\ m o o e / TAX LOT I I \ — _ . / 1 ( 1 1 I ( � ( 1 \ \ �\ ♦ � 0�� e TREE NUMBER TABLE 251 1OBA I I I ` \ I I 1 / I \\ \ \\ J4 <" FOR TREE NUMBERING TABLE SEE SHEET 5 10500 ' i \\ 2a TAX LOT 2SI 10BA TAX LOT I I !l I I I 1 I\ 11 I \\ \ \ \ \ � _ — / 326 900 326 2SI 10600 A I\ I \ 1\ 1 1\ V 1 ` \ \ _ — - / PR N ~ '7 \-1 I rt � 1 . 1 4 1 \ . �— •dT9 \51``� �r..,� o If 27 29 29 30 1 \ ^_ , 1 \ /' - \ �� / r> A S — BUIL T 54fi65 o 1 1 11 . 3111 32 1 / 33 1MIMI 34 �\ SCALE — — _ ,^I- _ — _,t& �-'- \ Y '36 — \ — ,� - = -' = ,6'- - 3- 6 - 75 �, &r E - - 40 0 20 40 11 a TAX LOT NOTE �'�gN1 5 v4 INCH = .ao FEET 2S1 10BA I TAX LOT mv4s 1: s N 4200 2SI 10BA TAX Lor TAX LOT ELD SURVEYS AND FIELD INSPEVANGS CTOR GATHERED CONTRACTOR SHEET 4100 2SI 10BA 25I 10BA INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 4 r 4000 3900 IN DESIGN 'AND/W CONSTRUCTION. o N OF d Q 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021NAR2013-000221VAR2013-00023 ° N O O o O 0 O N Teg'Commo¢Name DISH Cram Cr¢a¢ Opeu/Shad Tree Coudhm Pres. Preserve? Comments Tag C®moa Name DHH Cron C7ona Open/Stand Tree _ Coodtioo 'Pres. Presene? Comme¢ts Tag Commo¢Nane DDH CTarm Crow Open/Stand Tree Condition :Pres. Presere? Comments �I 6 .- - ---------------- .- _. ..._ __ ..._ _ . _. . z - Barites Sq.Ft (bo¢¢ Type Rating Ravin 'Radlus S % 13. 47orm T7vve Ratio iRafiai 7RadgszSq.FL Groton 'Tv 'Rating :Rahn 1 hawthorn 24 22 15150 regular 21 0 nuisance species 114 Atlas cedar 15 10 313 S regular 2 2 hedgerow 224 douglas-fir 16 17 905 S regular 2 2 co 0 O 1- 2 English walnut 8 11 3790 regular 2 2 mechanical damage 115 Alias cedar 17 10 313 S regular 2 2 hedgerow 225 dougla's-5r 41 30 2617 S regular 2 2 codominant lops LL O Q C5 '0 •:=3 11l%slishrul -st ..09 SOA r1 , ragrtJar Yes ` - = : ' 118 A9as ceder 13 7 153 S regular 2 2 hedgerow 226 douglasfir 25 20 1252 S regular 2 2 codominant stem at 12 ti Q O O m Ill W 4 apple 9 7 153S regular 0 0 basal and tank decay fi47 UoUgkS-fir : :12 ` � A63 S - . regular i 4. 2 ,2 yes edgemw - 227 douglasfir 28 20 1252 S regular 2 2 0) O o- 5 bird cherry 33 30 2817 O - regular 2 0 multislem, nuisance r o 116 Alias cedar 13 10 313 S regular 2 2 hedgerow 228 dnw lasfir 31 20 1252 S regular 2 2 crook at 30 Q. Dead branches z r Q 8 apple 17 11 3795 regular 0 0 basal decay 119 Atias cedar 0 9 254 S regular 2 2 hedgerow 229 douglasfir , 24 20 1252 S regular 2 2 Lu Q (:5 r 7 Douglasfir 40 30 2017 O regular 2 2 21ops et 80 ft.5 7040 regular 3 21 120 Alias cedar 10 10 313S regular 2 2 hedgerow, mechanical damage trunk 230 Norway maple 11 10 313 S regular 2 0 nuisance eC O w ' 9 pear 14 14 15 7040 regular 2 2 121 Atlas cedar 15 10 313S regular - 2 2 hedgerow 231 Norway maple 8 10 313 O regular 2 0 nuisance - G � co N CC 10 Douglas-fir 54 35 383410 regular 3 3 122 Atias cedar 12 10 313S regular 2 2 hed crow 232 Norway maple 6 5 780 regular 2 0 nuisance z > T Q 11 holly 12 9 2540 regular 2 0 nuisance species 123 Atlas cedar 18 13 5291S regular 2 2 hedgerow, mechanical damage trunk 233 Norway maple 4 5 781S too small2 0 nuisance O 0 O Q 12 holly 18 10 313 O regular 1 0 nuisance species 124 Douglas-fir 19 14 613 S regular 2 2 hedgerow - 234 bird cherry 6 6 113 S regular 1 0 nuisance J m O 13 Douglas-fir 15 10 3135 regular 3 2 125 giant sequoia 56 21 13800 regular 3 3 235 plum 10 6 113 S regular 0 1 Ganoderm t disease 14 Douglasfir r 11 9 2545 regular 3 2 126 (antis- ua1a�= - T- 56 .--=20 "2454 O ' tl ajr`: _ -3 _= 3 es - - 236 Norway maple 6 7 153 S regular 2 0 nuisance _ Q r LL 15 Douglasfir 16 9 254S regular 3 2 127 giant sequoia 56 21 -1380 O regular 3 3 237 Norway maple 4 7 153S too small 2 0 - nuisance X O 16 service berry 4 10 3130 too small 2 2 deciduous cluster 128 gCanLa uc1a, ,62 , . 21 ':1300 O - .�= LeglAni -=._ a5, ' ssiall dead kip 236 Norway maple '9 10 313 S regular 2 0 nuisance - w Q 17 Douglas-fir 16 14 6130 regular 3 2 129 Norway maple 9 17 905 S regular 2 0 nuisance 239 Norway maple 8 12 451 S - regular 2 0 nuisance C O . _ 18 western redcedar 9 11 379 O regular 3 2 - 130 bird cherry 25 22 1515 S regular 2 0 nuisance 240 Norway maple 9 15 704 S regular 2 0 nuisance C 19 Douglasfir - 24 18 10140 _ regular 2 2 codominant stems 131 Mrd cherry 5 6 113S too small 2 0 too small, nuisance 241 Norvsy maple 7,9,10 12 451 S regular 2 0 nuisance U 20 Douglasfir 21 12 451 O regular 3 2 132 hawthorn 6 4 50S regular 2 0 nuisance 242 dead 14 10 313 S regular 0 0 dead 21 Norway maple 25 27 2262 O regular '2 0 mulbstem,. nuisance species 133 ia0ts uma ` -= s"8 Z5 _f956 0` - " regtllet " • 3 <_.3 es- - 243 Norway maple 16 17 905 S regular 2 0 codominal at base, nuisamae 22 pine 6,6 8 200 O regular 1 2 134 apple 11 7 15310 regular 1 1 orchard tree 244 Norwaymaple 10 7 153S regular 2 0 nuisance 23 pine 6,6,6,7 11 3790 regular 1 2 overgrown shrubs 135 apple 9 7 1530 regular 1 1 orchard tree 245 Norway maple 10 7 153S regular 2 0 nuisance 24 pine 20 8 200 S regular t 1 overgroswl shrubs 136 apple 7 5 780 regular 1 1 orchard tree 246 Norway maple 10 7 153S regular 2 0 nuisance 25 pine 3,3,4,5 5 786 regular 1 1 overgrown shrubs 137 apple 9 6 1130 regular 1 1 orchard tree 247 douglas-fir 10 7 153S regular - 2 1 windlhrow 26 pine 5 6,6 6 113 0 regular 1 1 overgrown shrubs 138 Norway maple 27 22 1515 O regular 2 0 nuisance 246 douglas{r 27 20 1252 S regular 2 2 codominat at 6 ft. 127 and = 26 12 451 O re ar 2 . "2 yes dead branches 139 sycamore maple 21 17 905 O regular 2 0 nuisance 249 Norway maple 6 7 153 S regular 2 0 nuisance '28 puglas�fr- 1B 10 -;`3 3 O ' . Tre 2 '2 yes earl branchari = F- 28 D pair = '38 '25 - 19500 r 3 <'3 :-es der�btan2hes - 140 saver birch 9 7 153 S regular i 0 broken top, nuisance 250 hawthorn 9 6 113 S regular 2 0 nuisance O W _ 30 lncensa.dedar .3B . 3 X29 0 , r 2 _ 2 yas C oro nat9 aF4fl = _ 141 pecan 17 22 1515 O regular 2 2 orchard tree 251 bird cherry 7 6 113 S regular 2 0 nuisance ;.` , 3 3 yes -- _ !. 142 persimmon 9 5 78o regular 1 1 orchard free 252 hawthorn 8 5 78 S regular 1 0 nuisance 2 odglas3fi , 1 -. , -r 2% O i 3 es- .-- , , , . . 143 pear 6 4 600 regular 1 1 orchard tree 253 hawthorn 5 4 50 S too small 1 0 clump, nuisance 33 Douglas-fir 8 9 2540 2 1 trunk curves 144 apple 12 17 90510 regular 1 1 orchard rose 254 filbert 5 4 50 S too small 1 1 clump C - - Douglas4ir " 11 771b 3 O� _ -`-_- - 145 Mrd cherry 4 4 50 S loo small 2 0 loo small, nuisance 255 holly 5 4 50 S too small 2 0 nuisance W >35 Scots pine 13 15 704O 2 2 mechanical damage to base 146 bird cherry 9 4 50 S regular 1 0 trunk decay, nuisance 256 Norway maple 8 12 451 S regular 2 0 nuisance >36 red pine 15 11 - 379 O 2 2 147 p lum 5 4 50S too small 1 1 ing 257 Norway maple 6 6 113S regular 2 0 nuisanceOw37 Salo cherry 13 8 200O 2 2 - 148 English walnut 6 6 1130 regular 2 2 orchard bee 258 Norway maple 6 6 113S regular 2 0 nuisance L.` 38 Douglas-fir 17 7 1530 regular 1 1 topped at 151. 149 English walnut 6 5 780 regular 2 1 259 Norwav maple 5 6 113S too small 2 0 nuisance n '^ 39 Douglasfir 11 8 20010 regular 1 1 topped at 15 A. 150 plum 5 4 500 too small 0 0 dead 280 sdwr birch 5 4 50 S too small 2 0 loo small, nuisance CL W 40 Douglasfir 13 9 2540 regular 1 1 lopped at 15 ft. 151 filbert 10 7 1530 regular 2 1 261 Norway maple 5 3 28 S too small 2 D too small, nuisance C 41 Douglas-fir 9 6 1130 regular 1 1 topped at 15 A. 152 English walnut 8 4 500 regular 1 1 volunteer 262 Norway maple 6 4 50S leo small 2 0 too small, nuisance G 42 Douglas-fir 12 8 200 O regular 1 1 topped at 15 A. 153 hawthorn 6 4 500 regular 2 0 nuisance 263 Norway maple 5 4 50S loo small 2 0 nuisance EL 43 Douglas4ir 12 7 153 O regular 1 1 topped at 15 8. 154 Douglas-fir 5 4 500 too small 2 2 264 No maple 4 - 4 50 S loo small 2 0 nuisance 44 Douglas-fir 10 8 200 O regular 1 1 lopped at 151.1. Norway U W W 45 Soots pine 11 9 254 O regular 2 1 topped at 15 A. 155 Douglas-fir 5 5 780 tog small 2 2 loo small 265 Norway maple 10 12 951 S regular 2 0 nuisance 46 Douglas-lir 10 7 1530 regular 1 1 topped at 15 A. 156 Douglasdnr 5 5 780 loo small 2 2 loo small 266 haw1hom 4 4 50S loo small 2 0 loo small, nuisance _ J W 47 Douglasfir 8 8 2000 regular 1 1 topped al 15 ft. . 157 bird cherry 5 7 1530 too small 2 - 0 loo small, nuisance 267 apple 5 15 704 S too small 1 1 fell over - - L1od 48 Douglasfir 11 8 2000 regular 1 1 topped at 15 A. - 158 holly 9 7 1530 regular 2 0 nuisance 268 Norway maple 7 7 153 S regular 2 0 double bunk, nuisance 49 bird cherry 28 30 2617 O regular 1 0 nuisance, dead top 159 apple 10 10 3130 regular 2 1 orchard tree 269 Norway maple 4 4 501S loo small 2 0 loo small, nuisance .50 pear 11 20 1252 O regular 3 2 160 flowering dogwood 9 7 1530 regular 2 1 anthracnose disease 270 Norway maple 4 4 50S foo small - 2 0 loo small, nuisance 0. 51 apple 9 10 3130 regular 1 1 dead top 181 Norway maple 4 5 780 too small 2 0 nuisance 271 apple 8 0 010 regular 0 0 tell over 52 bird cherry 24 27 2282 0 regular 2 0 nuisance, multiple stems 162 Norway maple 4 5 780 too small 2 0 nuisance 272 Norway maple 5 4 50 S too small 2 0 too small, nuisance - 53 Douglasfir 14 9 254 O regular 3 2 163 filbert 6 5 7810 regular 2 1 273 Norway maple 5 4 50 S too small 2 0 too small, nuisance 54 Douglas-fir 10 9 254 O regular 3 2 164 filbert 6 5 780 regular 2 1 274 beech 6 6 113 S regular 3 3 55 red maple 14 6 113 0 regular 0 1 165 Norway maple 4 4 50 S too small 2 0 loo small, nuisance 275 apple 4 4 50 S too small 2 1 too small 56 red maple 6 4 500 regular 0 1 166 flowedng dogwood 4 4 50S too small 2 1 too small 276 beech 4 4 50S too small 2 2 too small 57 inceasecedar 35 21 1380 O regular 3 2 167 flowering dogwood 5 4 50 S loo small 2 1 loo small 277 hawthom 4 4 50 S too small 1 0 too small, nuisance 58 Port Orfordcedar 24 18 1014 O regular 2 2 3 codominant stems 168 flowering dogwood 5 4 50S too small 2 1 loo small 278 filbert 4 4 50S too smad 1 1 loo small 59 Scots pine 14 13 529 S regular 1 2 dead branches 169 flowering dogwood 5 4 60 S too small 2 1 too small 279 apple 12 12 451 S regular } 1 terminal decline 60 Scots pine 11 13 5291S regular 1 2 dead branches 170 apple 5 4 500 foo small 1 1 too small 280 Norway maple 23 17 905 S regular 2 0 4 codominal stems, nuisance o 61 shore pine 13,14 19 1130S regular 1 2 dead branches 171 apple 9 4 500 regular 1 1 orchard tree 281 filbert 5 4 50 S foo small 1 1 clump F 62 giant sequoia 57 25 1956 S regular 3 3 dead branches 172 apple 10 5 780 regular 1 1 orchard free 282 filbert 5 4 50 S too small 1 1 clump u 63 incense-cedar 34 14 613 S regular 3 2 dead branches 173 filbert 5 4 50 O foo small 7 1 clump 283 filbert 5 4 50 S too small 1 1 clump Z w 64 red pine 16 15 704 S regular 2 2 codominat at 20 ft. 174 filbert 5 4 500 loo small 1 1 clump 284 filbert 6 4 50 S loo small 1 1 clump O 65 Scots pine 22 9 254 O regular 2 2 codominant at 15 ft. 175 filbert 5 4 500 too small 1 1 clump 285 hawthorn 5 4 50 S loo small 2 0 nuisance N 66 Douglas-fir 22 19 1130 O regular 3 2 dead branches 176 Norway maple 9 10 3130 regular 2 0 codominal at 1 ft., nuisance 286 hawthorn 4 7 153 S too small 2 0 excessive lean, nuisance w 67 incensecedar 27 13 5290 regular 2 2 multiple stems 177 holy 4 4 500 too small 2 0 nuisance 287 filbert 5 4 50 S loo small 1 1 clump 68 Douglas-fir 24 20 1252 S regular 3 2 178 filbert 5 4 500 loosmall 1 1 clump 288 douglas-fir 28 22 1516 O regular 3 2 hedgerow- off-site 69 western redoedar 37 14 613 S regular 2 2 codominant at 6 Q. 179 bird cherry � 8 5 780 regular 1 0 orchard tree 289 douglasfir 20 17 905 O regular 3 2 hedgerow- offsite o 70 hawthorn 16 13 529 S regular 2 0 nuisance 180 bird cherry 6 5 780 regular 1 0 orchard tree 290 douglasfir 28 22 1515 O regular 2 2 hedgemw- offsite F .71 pecan 12 11 3791S regular 1 1 181 bird cherry 7 5 780 regular 1 6 orchard tree 291 ponderosa pine 22 16 704 0 regular 2 2 hedgerow- off-site 72 shore pine 24 19 1130 S regular 2 0 excessive lean with dead branches 182 bird cherry 5 4 50 O too small 2 0 foo small, nuisance 292 douglas-lir 32 20 1252 S regular 2 2 hedgemw- off-site o - 73 sweetgum 20 25 1956 S regular 2 2 183 filbert 5 5 7810 loo small 1 1 clump 293 douglas-fir 21 15 704 S regular 2 2 hedgemwtog3ite 74 sweelgum 24 33 3409 S regular 2 2 184 Mrd cherry 7 7 153 O regular 2 0 nuisance 294 douglas-fir 18 15 704 S regular 2 2 hedgerow- offsite o 4. 75 sweetgum 22 30 2817 S regular 2 2 185 filberr 5 5 78 O loo small 1 1 clump 295 douglas-fir 22 17 905 S regular 2 2 hedgerow••-. oBsits 76 Douglas-fir 25 18 1014 S regular 2 0 excesshe lean 186 filbert 7 7 1530 regular 1 1 clump 296 douglasfir 16 10 313S regular 2 2 hedgerow-offsite d, 77 Pod Orford-cedar 20 11 379 S regular 2 2 187 hawthorn 8 7 163 O regular 2 0 nuisance 297 dou las-fir 42 22 1515 S regular 2 2 hedgers - of€sile i 78 blue spruce 20 8 200 S regular 1 1 dead branches 188 English walnut 19 32 32050 regular 2 2 long low branches 298 douglasfir 44 20 1252 .5 regular 2 2 hedgerow- offsile 79 Atlas cedar 20 19 1130 S regular 2 2 189 filbert 8 5 78 O regular 1 1 clump 299 douglasfir 31 12 451 S regular 2 2 hedgerow- o" site rl 80 blue spruce 24 13 529 S regular 1 1 multiple tops 190 flowering dogwood 5 3 ZB O too small 1 1 loo small m 81 dead 6 2 131S regular 0 0 dead 191 flowering dogwood 3 3 280 too small 1 1 too small f � 82 red alder 5 6 200 S foo small 3: 2 too small 192 flowering dogwood 3 3 280 too small 1 1 too small 0m a 83 bgleaf maple 6 8 200 5 regular 2 2 193 flowering dogwood 4 3 2810 loo small 1 1 too small m rd o 84 bgleaf maple 8 8 113 S regular 2 2 194 flowering dogwood 5 3 28 0 Ino small 1 1 toosmall - O1 ,`" m u o 85 bgleafmaple 10 B 200 S . regular 2 2 195 holly 4 4 50 S too small 2 0 nuisance, too small _ Q o n n `a Ci m V' o f o O 86 bgleafmaple 9 8 200 S regular 2 2 196 hawthorn 13 10 3130 regular 2 0 nuisamae, loo small m 0 n m o N g pi regular 2 2 197 flowering dogwood 5 4 50 O too small 1 1 too small g o o 87 b' leafma a 18 8 200 S _ / 88 leafma Ie 10 9 254 S regular 2 2 198 "stem redeedar 5 5 780 too small 2 2 loo small - o 8 E 89 not used x z 0 z no x x 199 not used z x 0 x no x x - s in x # m 90 bgleaf maple 20 14 613 S regular 2 2 200 flowering dogwood 5 4 500 too small 1 1 too small _ N 4 a 91 blue space 20 14 613 O regular 2 2 dead brunches 201 flowering dogwood 5 4 500 too small 1 1 loo small S m 92 Norway maple 15 19 1130 S regular 2 0 nuisance 202 western redeedar 6 • 6 113 S regular 2 2 blackbemes - m 93 Norway maple 11 14 613 S - regular 2 0 excessive lean, nuisance 203 English walnut 9 12 451 O regular 2 2 blackbenies - - f `0 94 American elm 31 40 5008 S regular 2 2 multiple stems 204 plum 6 5 78 S regular 1 1 blackberries 95 Norway maple 12 23 1656 S regular 2 0 205 plum 5 7 153 S loo small 1 1 too small, blackberries - a 98 European beech 41 40 5008 S regular 2 2 codominant stems 206 plum 5 6 113 S - too small 1 1 too small, blackbemes 97 European beech 20 35 3834 S regular 2 2 207 plum 7 7 153 S regular 1 1 blackberries v 98 European beech 25 32 3205 S regular 3 3 208 plum 12 7 1531S regular 1 1 blackberries A S — BUIL / 99 European beech 29 40 500818 regular 3 3 209 plum 5 5 781S too small 1 1 blaekberdes c' 100 London plane 26 35 38341S regular Z 3 210 plum 4 5 78 S loo small 1 1 blackberries S1vfl'� nxr o 101 Douglas-fir 32 15 704 S regular 2 2 dead branches 211 plum 6 5 78 5 loo small 1 1 blackberries Z— �`— ' G - - _ c`;? 5 e5 o 02'. A71as-cedar i4 = 40 X13 :_ - Olar " 2 . yrs- ; ; 1rermY - 212 Norway maple 6 7 153 S regular 2 0 nuisance .J V v.J � 103 AOare-adal = 34 = 10 '313 . regular 2 „2 yes hedgerow - 213 Oregon myrtle 35 25 1956 S regular - 2 2 NOTE / 104 Dovgles it ill` -- 10 =313 regular "� .2 yes hinfit r 214 Pod Orfotdcedar 21 12 451 S regular 2 2 wiovop 1D5 A6ac aF, ,19 -, 10 , -318 5 alar 2 -2 ` es- h cavo = 215 Port Orfordcedar 15 10 313 S regular 2 2 3 to AS-BUILT DRAINNCS INFORMATION IS BASm ON CONTRACTOI}, M106 gEas-cedar - ,10 1D • 413 regular ! 2 ;' yes ' hadg ft _ 216 apple 14 15 704 S regular 1 1 excessive lean FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL10T Alias Uedar . t2 :' 1D "313 = lagothar - 3 r� yrs ' - hedgaiow 217 havNhom 10 10 313O regular 2 0 nuisance INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE- 55343 - " s : h • • 218 hawthorn 8 9 254 O regular 2 0 nuisance IN DE9DN AND/OR CONSTRUCRON. 09 Alias cedar l ` 14 Isms 313 5 �1 afar:- 2 'Z yes hr dgeiaw - - _= 219 bird cherry 9 7 15310 regular 2 0 nuisance SHEET 1 9 Aflassedar = 10 313 5 "- ngguhar • 2 yrs - hedgeneW 220 holy 9 9 254 O regular 2 0 nuisance $ 111 Alfas cedar : db ;," .}0 313 regular `2 - .`2 yes . hedgerow = 221 stiverbirch 20 20 1325NIS regular 2 0 nuisance 5 d 112 Alias cedar 15 10 373 S me far 2 2 hedgerow 222 Engfish laurel 5 5 781S too small 2 0 imasba shrub species N 113 Alias cedar 16 10 . 313 S reular 2 21 Itiedgerow 223 English laurel 51 51 781S Jim small 2 0 invasive shrub species - 34 - - Q- -CITY.QFTIOARD CASE FILE NO. SUS2013-00006NAR2013-00021NAR2013-00022NAR2013-00023 N O O o p N z I I xs o m – LL o T . — Q Z o o �— — — --- - _ I.J.10_ OT W — SW GAARDE STREET On CID0 c/) 0 — — _ CL - - --- �� _ \ _ -i- Lr. JLo ` r I IN , , i _ ' .' , . If 1 LII 30 TRACT "B" 1- / - -1 ( zea sco O LOT 23 30 O f_ ,- LOT 1 I J U 30 I I FAX LOT 28911 I LOT 26 I I 2SI 1600BA / \ a I I 1 I } 1 TAX LOT ~ 1\ z� I I - I �— 25110B i % 291 7 1400 U) 25 if 1D 0 1 Lu z LOT 22 LOT 24 ` hf I I I 1293 292 __ 20 I LOT 2 I z g Q W I TAX LOT I 1 C 30 I - 11 I I 2S1 10BA6( z9s J I I G O / 129 \ it - - W rq oa 703 LOT 25 1 1 1700 j 297 - - 4, 20 I `� i 0111? ions - - - 1' I 1 I TRACT "A" � l a LOT 3 Q I I 1 adC 110 l a -I- ' 112 1 tIo 114 ' LOT 21 I - _ - - - .4 - _ zs9- I - 116 115 I �� U - , `, �, I I Ila 1147 - T I J W s A111 - - - --' - - ' - ' - ' W tz0 LOT 20 LOT 19 1 ;`� LOT 4 I TAX LOT m 121 '- I I 2S1 fOBA tr -` 1 - 1zz 1200 � I- 11 123 , Z 4! 124 / 126 129 , -1 - - - - -- - - - - -- '� - i ' 11 - - ' 20 I r 1251 / 131 132 733 20 za - p, LOT 5 I do' TAX LOT 127TAX LOT - 1l I 1 2 9700 2 9800 A 251 IOBA 2S1 IOBA TAX LOT TAX LOT LOT 18 LOT 17 LOT 16 qtr 990010000 1 " ' I 1 ' ; 6 I zo _ I TAX LOT o 0 it - %I LOT 6 I 2S1 10RA vt I w ' 1100 I I _ I I � TAX LOT I I_ 20 1 2S1 IOBA I 1If I LEGEND 10100 LOT 15 I ;I i o v LOT 7 INSTALL STREET TREE WITH 30' Y I I z Q .. MATURE CANOPY — SEE SHEET 26 LOT 14 2U t% o 1 I 30 INSTALL RAYWDOD ASH (FRAXINUS 20 1 TAX LOT t1 ♦ OXYCARPA "RAYWOOD') OR HEDGE TAX LOT 251 IOBA - MAPLE . (ACER CAMPESTRE), 2' MIN /` _ o 2S1 IOBA -F _.j `- _- I 1000 CALIPER — 5' MIN HEIGHT — EXACT 0 m LOCATION ON LOT TO BE DETERMINED 10400 / LOT 8 I = ~ AT TIME OF HOUSECONSTRUCTION / I Wo 25 INSTALL FLOWERING ASH (FRAXINUS 0 ) Ix a q ORNUS) OR EASTERN REDBUD _ L" 1' I m ; 9 g (CERCIS CANADENSIS), 2" MIN _ r 1 / ' 30 > i CALIPER — 5' MIN HEIGHT — EXACT r - - _ 4t ``' _ / _ I � o,'^�...��. g Y LOCATION ON LOT TO BE DETERMINED TAX LOT / 30 I AT TIME OF HOUSE CONSTRUCTION 2S7 IOBA LOT 9 10500 Aft 20 INSTALL TRIDENT MAPLE (AGER ofLOT 1326 BUERGERANUM) OR GOLDEN DESERT �� ASH (FRAXINUS EXCELSIOR 'GOLDEN / 11 - 20 - - '' I I TAX LOT DESERT'), 2" MIN CALIPER — 5' MIN I 2S1 IOBA HEIGHT —EXACT LOCATION ON LOTTO LOT 12 I I BE DETERMINED AT TIME OF HOUSE TAX LOTI I 900 CONSTRUCTION LOT 11 I 1-- -20 I 2S1 10BA 10600 1lop LOT 10 I ^46m A S BUILT PROPOSED TREE CANOPY2�� za 29 ` I` � JO1o i � ' 11 , 31' 32 30�3r . 1 �jq I 31 0 � . Z.- � — � � I -) EXISTING TREE CANOPY PER — — — — — — — _ / ABORIST'S REPORT a — �5� — Lit), c TAX LOT SCALE /CBAN0. NOTE - —0— TREE PROTECTION FENCE 2S1 IOBA TAX LOT - 40 0 20 49 - p6fEY r] 5 AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTXR, TAX LOT TAX LOT FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA ALL 4200 254100 A 2S1 10BA 2S7 IOBA t INCH = ao FEET +�Tzc; IINFORMATION DESIGN AND/OR CONSTRUCTION.EREON NST °D VERIFIED PRIOR TO use - TREE NUMBERING TABLE 4000 3900 - 6 FOR TREE NUMBERING TABLE SEE SHEET 5 OF a 34 CITY OF TIGARD CASE FILE NO. SUB2013-OOOG6NAR2013-00021NAR2013-00022NAR2013-00023 a 1N O O O O o O N N Z o V! 016 O . / I Q OO m W o I p z � o 0 o r WOOS— w - T- - - _ � Cn- � N � _ Z > r Q GAARDE IMPROVEMENT NOTE: Ei?l - — — — _ _ _ _ Oo QALL LOTS WILL BE SUBJECT TO A FUTURESW GAARDE STREET - - - STREET IMPROVEMENT AGREEMENT FOR SW a o o J m O GAARDE STREET. SAID AGREEMENT WALL BE -- ----__ a __ _ 35' VISION M � J rLL ADDRESSED ON OR RECORDED WITH THE TRIANGLE - a Q m O i ,48 ' i I a .�-- FINAL SUBDIVISION PLAT. 102 118 lw - ,� r 1 132 W Q O I— } STORM DRAINAGE �\` c]. I 5>" ,' "��i,i'I' ; __t F- -� - o EASEMENT OVER THE 4 i i''i i i�` 1 -_ ____ _�_ .n TRACT B . . . . . . . a-_.'� __---- I -_�_= U . ENTIRETY OF TRACT B i %' %':%%`k i LOT 1 EXISTING SLOPE & _ J LOT 23 7672 SF ,',;;;.%"� I UTILITY EASEMENT aay ACCESS & UTIUTY ,� I f" ;':;'`'.'7' DOCUMENT 2003-022292 8032 SF I I- ,' � 1 m 9044 SF I EASEMENT FOR ,"] 1 :';';, , 1 32' LOTS 22 & 23 TAX LOT 2S1 10BA " - EXISTING 10' WIDE PGE 1 31.5' PUBLIC SIDEWALK i 0 107' V I 1 7257 SF`'%� I DISTRIBUTION UNE 1600 & UTILITY EASEMENT 101' \ Ln 2 m I v%'..`:':;+;�' EASEMENT - BOOK I rax cor 754 AT PAGE 333 - i 2S1 10BA 00 r-qpp 1400 C 25', r 1 r, :;;; ; 26' I I 106' I �— ti B' PUE �1 8' Z Lu LOT 22 " `n ; se I I .'• y I I LOT 2 i W 1 r .'+ i I V 11734 SF GROSS LOT 24 I- 6148 SF 1 }- g 8977 NET 9197 SF Ie I ;,;> ;+;l I i o , 50' I ;, .,,, . TAX LOT I W _ 24' WIDE ACCESS & I I I �+,+,�',+; � 2.S1 10BA TRACT A "' I i B' PUE 1�� i 15' PRIVATE STORM Q UTILITY EASEMENT I 1 I ✓i�t� y I 1700 3700 SF ^ 2s' 1 I DRAINAGE EASEMENT rn FOR LOTS 22 & 23 , /+ + ': 1 TO BENEFIT LOTS 1 Q _ 5�• , I . ./, . ,'� i .I I� 5.5 SIDEWALK I 121' + '•j;f,4� I EXISTING 46 WIDE EASEMENT j THRU 10 46' �- LOT 25 f`/'o ACCESS EASEMENT TO I 1 6476 SF ':',m m N so' i 30' w�oN I ,',;,;X I TAX LOT 1700 LOT 3 7� TRIANGLE i �;':':;'.jf' i DOCUMENT 8D-032678 i 1 6148 SF i U..I - L I %:,':j:,:�'¢+ i TO BE VACATED 1 1 ��''• 55' I r��%;;;:�•i i i 106' i V_ ry 1B' I %mo_ 'iTLjf1 CL 10 F ; ` m n LOT 21 � ^ � +$ EXISTING 10' WIDE PGE 14825 SF GROSS LOT 20 1 DISTRIBUTION UNE - - � 4T I I LOT 4 I D 13291 NET 8103 SF GROSS LOT 19 \ �" ' _ _ _ a EASEMENT - BOOK i i 6018 SF i TAX LOT 6688 NET \ - 754 AT PAGE 333 - - - ` \ 1�]�1 ; 2SI 108A 11659 SF . TO BE VACATED 30' VISION ; 1200 SW 118TH COURT TRIANGLEIt ss' ; ``'----- 32' _ 58' -- -- ---- -- �------ ---- 51 g3' PUE I ; s5 no' t I LOT 5 6001 SF I ' ; 1 I TAX LOT TAX LOT LOT 18 w 2S7 10BA TAX LOT TAX LOT LOT 17 a LOT 16 I 1 G 2S1 IBA 6009 SF o 9700 9800 2S1 10BA 2S1 1BA 6003 SF 6975 SF '� I I 96' , (/J U 9900 10000 I ; I o 0 I TAX Lor I 50' LOT 625 I w i 6000 SF i e 1100BA 58' - 58' 68' I 64' 120' 1 I F- II 96' TAX Lor C) 2SI A 10100 LOT 15 8970 SF f 00 , LOT 7 1 z o A LOT 14 1 e~-I I 6011 SF I e AVERAGE LOT AREA 7, 672 SF 9455 SF --- ---% � I ^� AVERAGE LOT AREA USES THE NET AREAS s>" /-- bp' � Z mi 8' PUE i a FOR LOTS 20, 211 & 22 AND DOES NOT tt FAX LOT INCLUDE LOT 24 TAX LOT 125' PUBLIC UTIUY & + i] 99 1 2S1 10BA 0d 2Sl IOBA SIDEWALK EASEMENT/ i 1000 eu c 10400 ; N / ' LOT 8 f M N m 0o - m n E N 15' PUBLIC STORM 102' 1 48' / 6036 $F i '� c gzo ' � m o DRAINAGE EASEMENT ----�--, �9 / , -' u ^ 'o " o mwow N I j 15' PRIVATE STORMm o 0 o 6 m DRAINAGE EASEMENT - zo�� . i �----- , 90TO BENEFIT LOTS 1 3 n TAX LOT \ ? , y 4 j THRU 10 2S1 10BA % r %i LOT 9 0Nm v 10500ryo ` 49' - co °�. 7775 SF LOT 13 200,987 SF LESS 9,197 SF FOR LOT 24 = 191,790 SF DIVIDED BY 7,500 SF = 25 LOTS J 9723 SF TAX LOT y 7,672 SF AVERAGE LOT SIZE EXCLUDES LOT 24 AND FLAG POLES OF LOTS 20, 21 AND 22 '-------- i i 99' , 2S1 10BA N LOT 12 LOT 11 PUBLIC ACCESS & ; 9D0 0 264,898 SF - TOTAL GROSS SITE AREA TAX LOT ; 6121 SF m 6014 SF i ' UTIUTY EASEMENT I ^546W5 N 46,632 SF - AREA IN PUBLIC STREET DEDICATION 2S1 10BA LOT 10 , N 7,673 SFWATER QUALITY AND DETENCION TRACT "B'- 10600 L10957 SF I o 3,700 SF - TRACT "A" PRIVATE STREET 5 _ 13 / //L 5,706 SF - FLAG POLES FOR LOTS 20, 21 AND 22 13UIL S8 I I ■ wil 9,197 SF - LOT 24 PATH THE EXSITING HOUSE 146' 1 191,790 SF - NET BUILDABLE AREA EXCLUDING LOT 24 3- 6 - 1 S scALE40 0 20 40 NOTE TAX LOT AS—BUILT DRAWINGS INFORMATION IS 80.40 ON CONTRACTOR, 2S1 10BA FAX LOT TAX LOT TAX LOT irucn = ao FEET SHEET '" FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA ALL 4200 2S1 IOBA 2S1 10BA 2S7 IBA 7 N INFORMA71ON HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 4100 IN . DESIGN ANO/CR CONSTRUCTION. 4000 3900 OF a 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021NAR2013-000221VAR2013-00023 -a° N O GRADING NOTES 1 I 00 n 1 . THIS GRADING PERMIT IS NOT TO BE CONSTRUEDAS FINAL APPROVAL OF SITE GRADING, EMBANKMENT OR STRUCTURAL FILL WORK; IT " MERELY PROVIDES FOR INITIATION OF WORK AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE - -�_.__..___.. - \ N O z CONSTRUCTION-DEVELOPMENT PLAN SET. - - w 06 DEVELOPER TO COORDINATE WITH x50 ---�� \ -...-.....- - _ .-.... _ O Q v' 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ADJACENT HOA FOR DEMOLITION AND s` \ �- - - O O O m W 0 ACTION, AT ANY TIME. - x WALL CONSTRUCTION WORK WITHIN - - INSTALL SILT FENCE \ 0) d - * \ SW GAARDE STREET O THE SW 1191H PRIVATE ROAD TRACT 318.0 7W ) (CWS DETAIL 875) -- / r o 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES THE CITY MAY ORDER STOPPAGE OF -- T -310.9 FG j INSTALL GRAVEL a - xs0 -ay- xw - xsD - xsO - xsO - INSTALL - / Q z 0 WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. " / -318.0 TW -'310.8 TW CONSTRUCTION ENTRANCE - INSTALL SILT f t / SILT FENCE ( LLT. O r w 31&0 1W, 0.0 308.0 FC 3.08.0 FG 29 (CVS DETAIL 855) FENCE (CWS O p 3}3.0 FC 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE - "' '�= ' ' _ DETAIL 875) \ � - OD N Q CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND -SHALLBE BROUGHT TO GRADE IN LIFTS NOT TO '` - .. e Q Z r 0 EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T-180 TR: INTO EX. WALLJI4 318 8' � - - - - �_ p O Q (� 318.0 TW ULTRA BLOCK �' `; 306 \ . INSTALL INLET , - J - _ COMPACTION TEST. - 4.4 - 4 \ _ 313.8 FG •ore RETAINING WALL • �J\ 304 I PROTECTION (TYPICAL) -% I / - -� J m O I-- J �3w320 INSTALL INLET CWS DETAIL 915 / _ 'J JLO 5. STRUCTURAL FILLS SHALL COMPLY VWTH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES 318.0 TW WpU- TYPE 2 \ I moi '• ( ) w -- S r LL 4.8 318 320.0 TW /, '= 305.0 7W ` PROTECTION TYPICAL \ - \`7' - i - - " Q 'GREATER THAN 5: 1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND 313.2 F0 4.0 .�, + 3.0 ( ) I I _ - v \ 3 co INSTALL SILT _ �•0 �' 3� + e ' TRAC I "B" ` • ;� 3020 FG (CWS DETAIL 915) _ / �' I p U o SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, 3 "l s EQUIVALENT TO EXXON GTF .12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER OF 1 %E - 3/4' DRAIN �` , . FENCE (CWS LOT 23 111 1111 302 1 ••- „-�F ` ,�37p Imo •. _ TAX LOT l '� LOT 1 . W I- I- ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH -Jb ` DETAIL 875) X3220 1W 310.0 7W � �� Jr \ 2S1 10BA ,� - I I _ O VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH B-INCH LAYER SHALL BE 2 5.5 0 COMPACTED TO A MINIMUM- OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2: 1 AT FINISH GRADE. NO --32e i 310.0 FG I , 304.5 FG ` LOT 26 • 1 . \ 1600 3220 TW w .1- { - - - - � Y � ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL � 32i i - -326 . 4.0 ^' • . 310 + ' � J I f i I TAX LOT - -308.0 FG1W+ 9.5 \ v I \ -- - - ` � 2S110BA • 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY THE CONTRACTOR, OF STARTING -325 --- �33p 319.0 TW- 304.5 FG_ "> (` /� I INSTALL INLET 4.5 i 3 J, INSTALL SILT 1400 r e . 304.5 FC l¢ J r, PROTECTION TYPICAL 'e� 320 BENCHWORK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. r BWLDEl app �° \ - I I FENCE (CWS ( ) _�tal , -020 - � - - 4 328.0 FC RETAINING \ _ � `^ DETAIL 875) - (CNS DETAIL 915) 3i5 / " 20 I I 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION CHANGES. /^ 330'-�-'r 3220 WALL •; \ I I �� I / / - LOT 2 I v ! Z - w LOT 22 � WALL TYPE 1 325.0 1W - 3 g "' I +`i 7`-�-y B. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE SOILS AND CNIL ENGINEERS _ U / ' '- -'- '- - -"~\ ' � � . 1318.0 FG To 1 \� a •• - '- - - - - - - - - - - - � 5� I OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION g / - y{ �'T20 I Irk TAX LOT �� t I '' { Z a. AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. a . - --\ " � l \ \ / \ � - 30 � \ -• _ _ � is � � J.}, � - - � _ 2S1 10BA / :•R' •: ,I -322 w 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH F-' ` _ ` LOT 24 l �I I \ 1700 - - � of \� - zA I 5 --I 2 FEET OF FILL. P � . - � � n 3O LOT 25 I '�. ` - - Iii s I I L p6 O 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 UTILITY PRE-NOTIFICATION, ETC. . � `� ^ \\ � � � \/ Ie- � - \ � � TRACT "A" /r I W ( ) a LOT 3 I I EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: ' � ' Lor 21 �° 1 I \ � � \P _ I / i I ,w 1 - O Z '•' 'sµ I -� =. INSTALL SILT I .a,. - I Z 11 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, - \ o ` 1 - - \\ w \ \ \\ ` J1 I l ` \/B I FENCE (CWS \ I C� (: O FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. _ - \ \ `�\ a � s I � \ l - �� - -- - - - •_ - _ DETAIL 875) I I I G = (� 2. ALL 'SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED ,.�•3f8 �`` w w {� e � � ' \I I - I TAX LOT GRADE AS SHOWN ON THESE PLANS - - `- ,� g-\ `OT 20 . \ \`- \ � �,. I 326 - - •- . - -., _ ,r,:, I I I/ 2SI 10BA U v Z _ I i}}� 1200 3. e . LONG TERM SLOPE STABILIZATION MEASURES 'INCLUDING MATTING' SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. - \ - `lap \� ` Q 334.5 iW \ _ `' � _ I 1 LOT 4 I / 1 J I 0 (/ I 3220 TW 1.0 O 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. �--,•� `340 5 � � 0 ` -��-� �ED_`•�'�� %Y\I ( 321.0 FC 3 - I I A 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. 1' �PERMIT � �� - � - - 't •-er. . I II I ( g \ 1 �\ i \ F:.. \ I I TOP OF AREA / •.. \ � � � \ \ �y � � � BOULDER `3 - -i` - - - - - +� • INSTALL INLET ..,,. A I I / 20 / / W SLOPE BOUNDARY / " i � \ `` � •( 1\ \ RETAINING WALL 0 \ � 20 PROTECTION (TYPICAL) • - I I / / I 5`F ULTRA BLOCK 35a� L G® WALL TYPE 1 � - \ \ \ (CWS DETAIL 915) II / I RETAINING WALL AND 80 FT. AMMOM UM xsD �� • / \\ \�k �sW \` �� / \ r \ \ \ \ .�� _ OT 8 \ ` \ `� .\ I I II LOT 5 I WALL TYPE 3 GRADING SETBACK DIMENSIONS 1 _ _ � ;�� J� Jfq Lor 1a Lor n LOT 1s \ 1 I I / I, m N.T.S. TAX LOT P TAX LOT - \ \ \ \ I I } 1 / I 3220 7W 3.5 FE 2S1 108A _ I TAX LOT TAX LOT \ \ 318.5 FG < a _ PERMIT 2 9800 A I 2S1 IOBA �a g - / \ 1 \ 4' , I / „ 0 0 0 AREA TOE OF CUT OR FILL 25990�A 10000 i \ ( 'i ry J� 111 �`S I •', / 2S1 IOBA J J BOUNDARY SLOPE SLOPE I �\ 1 \ \ / 2 / I/ 0 00 < z i ' H/2 BUT 2 FT. MINIMUM NATURAL OR R Jra\ 1 �a \) `$ \ \ \ 11 I I I 1 / LOT 6 / 18 324.0 7W175 46 ANMD 20 FL MAXIMUM FINISH GRADE AS -- BUIL L T \ I s 1 \ I I + ,� 316.5 FG Ad 3- 6 - 15 336 / / I / o o < � L6 N1 I 3". 31264 a FC 1.2 5 3 3 3 NOTE SCALE TAX LOT 11 \ ( \, I `\ 1 i I I 20 / LAJ W >L 40 0 20 40 r i I m o "' N v�Wi NATURAL OR 251 IOBA 1 I \ 1 I l AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, n I 326.0 1W z FINISH GRADE FIELD SURVEY, . AND FIELD INSPECTOR GATHERED DATA. ALL 1 INCH = 40. FEET 10100 \�- /, . LOT 15 I I ) ( r" I 20 INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE I I I I I 1 314.0 FC lam , s 340 I r LOT 7IN DESIGN AND/OR CONSIRUCItON. �' 1 I \ TAX Lor0 a , SE Uslaa,„T ,ETN - •/ .n�utr rn^r; 1M ' ` �`J�I - ANGLE, FILTER FABR.r" LOT 14Fl.A4AG OF }hV]FNJ,i I • j ! . . . I . • 2SI 1N iENCT_ 7C ASE :U'L IS TRAaPEO -� 20 I I \ a 6 TAX LOT I , // 0 326.0 7W 000 I 2S1 10BA I 1 t+ { 25 I I I ( I �� I 1$ I , : /Iu I o \w 316.0 FC 0.0 G 10400 } I I I f/,y 1� (\ C / I LOT 8 I e - - INSTALL- SILT v - 1 I �� A,WUE 1N1 / , � A . <,.> mYRLo;l:co •� 1 _ - 7 T • /I 1 h I \ FENCE (CWS d-_ y ;A = ^1, 2` POSTS /� I }D / / 1 DETAIL 875 W mo 0 ORS - F• arm RGrx f r I ) � : �a j `' AgpATTAC� PLAN VIEW SSD metro N h - 6G- '-- AREA . DRAIN a+ea+w� ecscoR-LVEvr✓ . ice ,+aI - - - J- •H' I VV---� i 3b oo cuTrca �. s MLVJgE[ _.( ( z 1 b w q CATCH ' BASIN e' uw. rUSE S11TCHED LOLW$ TAX LOT L - \ \ 331 \ R ,n A P , Ms 8 mo b b 9 $ 120 um Fars SPIME FAMrY :Aa ap{c rt¢EcuMFt )' mHAnNm OVER 2'x 2- POST_ NOTES SI 106 \ _ 317.4 FG a %1n° m van toe sl c 2 A I \ - \ 0 0 0 « ELGYJ' °fl / , w.w, UO IT of 1-.t,E . PAeAc a• 10500 / -\ I ' \ ^ ,. • \\ LOT 9 " M o n n E m' 1 - _ I 1 J , � \. t.:iA.4 C.15IW"11^_il 1 WFA•iC4LY BRbh lW 3vD GRADE, 1 1 I �n 6 3 EnmaF� cuRe eAUP z z ELM• � OR STLU_ I LOT 13 I . I N ) � � _ i I \\ \ 326.0 7W s+ b oPOSITS I 1 25 324 FG 20 ♦-" a FLow r j ipost=-..oREm7A�Da - xsO 7 ( I I I \I \ - 3Z2 r- PAtryp,1 uPFF1L 5¢c c- SLOPE / / r I RZD I I I 324 o7 LOT m f4. r9Dm smE= oF FERR FreRc , / r Il I I i �\ INSTALL INLET • -- - - 251 10BA ` ..• '•• ----- �.�` 1'3;:^Y7; T .•. - "s PArtELS uasT eE FtarD FAX LOT 1 1 LOT 12 { �3+�I �. PROTECTION (TYPICAL) / 3<5 900 ! ' w PROFILE . acoDr lc ,D s4APr1c eM I I 1 LOT 11 I M 20 -(CWS DETAIL 915).. DITCH INLET PLAN VIEW ra Nana 10600 - 1O , OE 251 108A \ I \ NOTES: we '' 1 / 1 1 \ \1 ( 9 \ , LpT - .JIts 1 DyE DQAF M ALL BE VAIMIANEL N A CONDOR TRVT 11th PR V NI iibannx EE RVAa1C or 0 onuap of Lags- SEraM,M OnTO Pu9l mart-Fr wws T R; wr NFIm TTS DPEA1c PEPAW AMDAR FLFAM / \ \ }` -•� I j%? pp U NOTES wrt OF AIIY L RRESE WED TO TRV DIUMT - - - Ff�TER' ASPIC LATERiAt ( i Y \ ` � ff1�1 1 ADDITIONAL MEASURES ML51 9F F�M.N Msa[ ! v MIS I 3_ LEANED Fli" TO EHE MLC 04M W9x Ran-oF- WAY, e ' - ( ( / / I \ I `%b N A•hN w44:P14 E FENF,L� N SW 9E LME rti M{ AREA STADIUM MTH G'815 GT1 36- VAC_ ROLLS 1 \ ) / r f\ \ - - - -- -- - JJP \�j O,pINE O0 CaNSICtTLT DEPENDING ON' SOIL PIAT D __ WEo AI. ArpRP.'Os SQ.um TRAP. w RT+ RT BARN _ _ c - - - nry- TWrS M FFifP mPF� u�"iR:�.L.W PIWI NADE111MTo prMF aw$W YM R M AP1sb.Eo it a x- \ �L✓ A+_ \�-' ` \ .r L -1.- .336- - - - -- r• �� - - - 54685 `L o FN.TERIA; 51. va N �� 2 BIL-nLTE-R BAGS SHOULD BE s PNEN a - '•38' STAKED WHERE APPLICABLE USING Falg.. FA Y (2) 1' YWOOOEN STAKES OR x twlc w IT Mor e• or" or T;• wxes cf"V1 Nv O I' I I I � I I .. TAX LOr W12 A=PROW o EffJ>_ PER adc. • -A• aFAH I xk OR R6 PYANW 2S1 lOBA TAX LOr TAX LOrFon FVmnFs .soaVATroM F A NRTHEA Wti O&VATKN G4 0* AMTWRTC W± ANX ° L aTE.XTa£ FABOC It' W OE90N tleTFRLA SEE DH DEYGAI MI:MA IEEE TAX LOT NNEN USING A• Di.7-BP.GS TO V: 4YSW1 MTERP"F 'flE Ml Sus-S pvvR _.. p1MIEA .4 OF O.ENI WA1En u1w iEc " eF 4EAu NATER 42 0 2S1 IOBA 2S1 IOBA PROTECT A CATU1 BASIN YOU MUST ❑ s&tM 4 tF aEAt; *ATM - WINCES FFOSIRI PI✓EMEMT1eN "FRONT VIEW YFYCE; 01WR M PFRWEIITIFN 2S1 10BA ILA\'F A 13AUS- AID THEY .&LA i RE SEFNCES ERosou PREL4l4r.N - ANe "MIDET Do/OAet N� mu SDunift-EORTRa4100 3900 ATA ElAVENT WITRUL I'LNM111G Alit; F 111 O - PLApxex ARD coxa M.MM_ 4000 I OVERLAPPED RY 6'. FL;p P AMO CE9J1 MM. SHEET M CONSTRUCTION ENTRANCE qy INLET PROTECTION r N�w C\ Sc D 8 N TYPE _4 C1eanWa4Serviocc Detall Drawing 655 REVISED 12-06 • °`•"° " "` SEDIMENT FENCEC�eanl� SelViCes OF pRAt9h'G NO. 915 Rfl6m li-g6 �orwoimwLLtlw. DRAWING N0. 875 RENSED 12-D6i < ' wPgaiNnnrdsv. 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021/VAR2013-00022NAR201MOO23 a (V 0 C:1 o O o O w CSI Z = _._ W 06 O F 14635SW7RndAWus GRAVITY ULTRABLOCK WALL O 0 w DS _ t4e3s SW 72nd nwnw.. Project: Medallion MeadowsSubdivision Portland;Oregon a72z4. ��+ LL Q V Portland, Oregon 97414 : 1 Tab (50y{596-Bads Fan; (5IXf19a1-9287 TYPICALCONSTRUCTIONDETAIL -dY L4135Sal2ndAi+dae MSE ULTRABL:OCKWALL O m W 0 Tel: (503) 5911.8"5 Fax:(503)941-9187 Project No,: 14-3280 C®DFA ffC Portland, Oregon 97224 O O Tel: (503) 596490 Fax: (5031941.9291 TYPICAL CONSTRUCTION DETAIL CCF) O a FOR EXPOSED HEIGHTS OF 4 TO 15 FEET ❑ z r r a ROCK SIZE SCHEDULE (See roaJoekxrl' .. . _.. Q _ O rc ROCKERY WALL DETAIL TBLOCK$ MAXIMUM HEIGHT -WITH TRAFFIC MSE Ultra6lock Wall W O O D(FT)' MIN• WT. (LOSU TYPICAL SIZE (IN.) MAXIMUM EXPOSED WALL HeIGHT (H7 = tl:FEET 'SURCHARGE AND. SHORTBACKSLOPE _ Maximum :Exposed Haight = 12-Feet: (n O U) ❑ W 1 1,090 24%2o X22 DRAWING NOT TO SCALE 250psftrafficsurcharge - — _OD N Cc — Ir —.. _ - mypicau O ❑ o � C3 3 I' 2A09 38X30 %24 Iy ,IL I 40 paridln slope above . . 6 3.5W 4BX32.%26 - 1 i '/ :�' - = mO G I'-• to 7 S1I00 62x3ZX1D J v/ LL T O a 6A00 -' 72x48�x30 - _ Ni17�+r��fJe' +Srl�isrlt. . � ❑ < H _ 2H:1 V Cut Slope — orlevel Alba O U D is distance from base Traffic5umharge:. of boulder to top of wall ... ....r2 it lrrsr _ C , .Lf - )Y Campelenl Nabe� Stll max{ (D =H (or toe Welder) 0anlraCsnwaeral' 12, 111 or EnBlneved Fil -1,., bAe4a£ureN4>mciw r !: .ExposedI .•rpti esir d i iSn Mumwn M•wxm. De.s3r S 1 YY,,i r" - LL Eipbbed Wedl4yla a r r { t T r r s r' Holghl 1 r D vaned r. `�_ :. .,: 7 �. . ! > -rr . • - lYe. k`eF}•� vi 4*vl• , f§a 314' -0 Crushed Rock Backill iM[al Euavesaa \Y {r {. { Compacted! to 95%o1 U/^� e!! {! ;'y :Standard ereuor VJ it us 1 - 4HAVSlope of s.rl [. > tr 1 . -' rk rA lime- ei-�'+Ft RTEi, oruu Y STABLE OIfr SLOPE ! . c ti: 1 r,; WO Facility '�7 '� > IRESPOk599lNYDFTryE C(RJTRACTOSi) }i S{ - 1 ,e 1 ! r L 45H i r { Campolml Nauta Set % "v ! s { Z UJ N3d. YatlfWEDFR :n � 4'-0CRl1aHEftAGGRE[iATE - 5 �, r+ \l� ErgJioered FM mNnam�d2dn •• t ' ` E. c ST r . L GORH = a FT i LIC9fILYCOtWACTED IN I2 ) . 5 12 W.taN., INCH UFTs + } `; 9 L Q O ` „ f.. .; � s .r}y a Perforated P%C Dram WrdppM in . 61N.Mnl� , )`i-- ; : Lam.enEmeva. .raa 2: n r •^'; Mrefi ldgN Feodcor PWProved Eaarvelent IJ� 44 MiN. KEYWAY 3 or 4 MICH DIM.PERFOW, ED PLASTICP F - IK.aiaa = ` _ N 6inch Wo Crushed Rnok . O U ADS fiO AFAY GRADE OR EIXIIVALSW ' WIDTH . 01311 Fi Tht+ms-Stn Lowing Pad overlying SWt a+� W a-v.m..e ervcw,b+ oset.e9se tsw Soil as-Venfiedby GeoPitaft M z C9mntShc9r .etrs arA[malEraeen - UA EngheoredFN CONSTRIKTION NOTES: i. Mey.alavbaal:aro ame.4m,a-seoaam.eah:ny rrerrseE.'rs^.�`�i at ca.sssaww�s u.e'•,y.��ed 18 , YoW b.wealaA a.iambiimzdm:Aeo klnlY web rrrxuwtlaaeaG[i[•ebb¢.:aaautlhuq m.+pe[W..r}V.�.M1[ 2fbM!]IW4re,lac:bYa; Irtviir arasa+adagJadvpeaW wAla/mathea+e sry�ceaiu Ay9a raenL�cLu fact Notes: UJ Wfe a¢LYtlnIIMIiA 4-,w.n Ne Yna dnb.wri,wWW{t,Wr ibbWwl N�.N^Y-i la.udS.p'r a4vY,FM UJ U) 'ze. ibicalvm maaaaveawtl,Yarean6[L beaM1 onMkaLL piamambe a,e„.rxa WYaae srv.:�w� tt� U ew�scw.,++axev�awtme�aler.iia+rxyn.amcrosrboaarn-axccwa.m..brac�c is GeoPadreshwle re.±ewsvbgmdo soft. - NOTES:. ZI LU x'eiv,nermtlr Wee braerrstgeatl brkY[azlstMa®�e arwn.+aa me ua itolC6L=scN[aK=_wwa+ts-onYs}J¢a< 2. UaetlpahfofJcore"nifUrprv&ic1�2.5x2.5xsfedbkKim m Q eandemwof"roa6:ee mcarewl eocluswu mlw.awirew Izoock _ 1. Ge01ed1nfC91 Ea�ne� ahould raviowaullgraee sal end culslope.Aeldnd wall; poor the placementpl rock ?.'vaa,Pmu:nnew.ssea.iaea,:eammaaa ea.eeo aea�i•acsscMame w,asaaa rale 1 Leveling dkll"wage atudids*MUH consist of914'-O crushed aggregate. 2. Reinforced back(Il zone and leveling pad should consisl of.3(4` -O crushed aggregate with nor mom than - - - pad anany isonam_ 7% times compao ted to 95% of Standard Procter and observed by G"Pacific. - e6swoty,•:Ysero care vwruiai-ncwaa;aeykxx+ro sea nerveauiwrace us:. siaro-o'we ntizcoawa. e.ti,ei - 3...Geogrids should be pulled taunt prior to mid during the plaoemonl of mcit bnekM. �9 .baremVe�ht 13r ..em smgrmr«..poeeman L»,sri.yubueaenexsa eiibrwaparea 4. 'Beck81 behind tae wanafardd tenblel of 314' [ru3AM aggregate ler olhargronular malenala qe-approved by 4. :Geogrids should beefappropriate,type and length par the design w1oulabons. LL Oed'erlfc 4.s"w'w'csa�mtea Slow<em«aa ensu ee arbeaexclama,[sa ieHmm,w wrbe.maahbw„a m,e,raah xo:eem siae - Suhstilulione must beembedded aminimum a�8e aeapa acre w+mxeraq +.>v rs:T:�a.w. .m mub•�+Ty 88811 r.ryam e> +xta uvea & Wall should he embeddedaniininwm of 24 inches. 6. .Finish;gradenust provide positive,drzlnage. Project' Meda6ron Meadows Subdlviabn . . r ... . FIGURE Project No Tigard. FIGURE J Piolect No. 74-3269 FIGURE - Tigard. Oregon : Pro act: Medallion Meadows Subdivision Tigard. Oregon - - - WALL TYPE 1 WALL TYPE 2 WALL TYPE 3 F N N Z W (] O W d' J 6 WALL DESIGN NOTE o 0 - WALL DESIGN BY GEOPACIFIC ENGINEERING, INC. SEE RETAINING WALL DESIGNS AND CONSTRUCTION RECOMMENDATIONS, MEDALLION MEADOWS z - SUBDIVISION', PROJECT 14-3260, DATED JUNE 25, 2014. THE DETAILS SHOWN ON THIS SHEET ARE TAKEN FROM SAID REPORT. - o J U 3 9 O 4 0 n U a R O O H i?i � am E znM E O O p 0 WOO o O < " n .2Is wino a won M m X a N4 / Sm a m / r � o a a v o s- BUIL r � ,� ` o 65 3- 6- 15 NOTE ws4kt AS—BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, "1 FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA ALL INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE SHEET IN DESIGN AND/OR CONSTRUCTION. /j�( N SA OZZ F N O 2 6 34 CITY OF TIGARD CASE FILE NO. SUB2013-OODOB VAR2013-00021NAR2013-00022NAR2013-00023 a N O O O 1 O o O SANITARY T nl Z d WATERLINE STORM LINE 01 ..... _ STORM CONNECTIONS - . xss — xss — xss SEE SHEET 15 SEES SHEET 20 16n SEE SHEET 15 ..... .._-- _ — — — SANITARY k LL C) Q q o z x I STORM CONNEC110NS —..- : _ _ O m W xss —xss —xss xis— xss -xss — xss —x -x xis x ' —xss — — x� — =XSD — x SEE SHEET 16 -- 0 r O CC oa - - - -xW ' xw-- XW—.— Xw— may - - - - - w - I x_.._. SW GAARDE STREET - — xsD — 's Q Z r O - - xw -- W _ — —nv -- — — 2 Cn O 0 __ -- -- xw— xw --Xw Xw— xw — co Cc —._ z j r IL Q . _ __. ...._— XW X XW Xw XW XW XW- XW V _ O — • _ 0 O STORM UNE 02 TRACT •B• - _ c m u J m 0 ~ N F LO SEE SHEET 20 I = - _ Q r LL i! \ ��_ ! F I STORM UNE 07 , Q I ��j �\ / ^ I SEE SHEET 22 I .STORM UNE 2 I 0 Q c LOT 23 I I SEE SHEET 22 LI FAX LOT II O 2S1 IOBA I LOT 1 I C ) I I I LOT 26 1600 IJSA-NIT-ARY-LJ-NE--Dj TAX LOT I SEE SHEET 14 i 2S1 IORA - - ~ R In I I I 1400 I STORM UNE 03 SANITARY UNE A I - N - LOT 22 - SEE SHEET 17 I SEE SHEET 11 x g LOT 24 . I SigI I I LOT 2 ; G F- I I I I I = I .9 I I � 2Sl 0BA I I LZ 1 I I I I f I LOT 25 1700 TRACT I I 2 W A' 19 LOT 3 I O W Z N I _ I U �- - - - - - _ - - _ _ LOT 21 Q TAX LOT I LOT 20 LOT 19 l\ ; �$\�W—W-1 . SW 118TH AVENUE' —- WW—w ._•'w I LOT 4 I 2S1 108A 1b---- Ss—ss ss—m—w—w"—ss—� I 1200 (� SD—SD SD—SD—SD-50 sD sD ss l - - - - - SANITARY UNE B STORM UNE 09 SEE SHEET 12 - - - - - - - � I i SEE SHEET 23 STORM UHE 04 X E I LOT 5 I � x _ SEE SHEET 18 I 51 I I ! I TAX LOTI Iig I I o TAX LOT I E I 2S1 10BA2S1 10BA FAX LOT TAX LOT I I 9700 9600 2SI 106A 2S1 10BA LOT 18 LOT 17 _ LOT 16 1 9900 10000 HI I I I TAX Lor F I LOT 6 I ffi I I 25`1 10BA U) I '" £ SANITARY UNE C ; I 1100 p I 49 SEE SHEET 13 119 _ FAX LOT ; I E I 2Sl 10BA I 91 I I I h 10100 LOT 15 I I # f I 1 I LOT 7 I ( a a _ STORM UNE OS - - I o - LOT 14 SEE SHEET t9 f I I TAX LOT TAX LOT22.51 10BA 7 2S1 10BA STORM LINE to + / I s Ia 10400 SEE SHEET 25 /� 4� LOT 8 i 1000 i CP sD sD�SD— �'` r I TAX LOT 69 2S1 lOBA 10500 / I LOT 9 �Vv " m LOT 13 � � � _ I f ; STORM LINE 06 I y � F" if % SEE SHEET 10 I m a - xmFAX LOT 40 0 zo 40 SCALE e / WATERLINE CONNECTION I I I a SEE SHEET 10 I i I 2S7 10BA -02 TAX LOT LOT 12 {OT 11 ; I I I 900 1 INCH = 40 FEET > 2S1 IOBA I I 10600I I L, , LOT 10 I 0 I ^54e— I xw—xw —xw— ay xw--. xw—.._ xw —xw -....__ Xw—. _ xw xw-—xw s- Bvi� r oo i TAX LOT - - - - - - - - - - .3- 6 - 15 E 2S1 10BA TAX LOT TAX LOT TAX LOT �cBAN10� IX a 4200 2S1 10BA 251 10BA 2S1 10BA NOTE � +: 1 6 4100 4000 3900 AS-BUILT DRAWINGS INFORMATION 15 BASED ON CONTRACTOR SHEET n FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL N INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE (� IN DESIGN AND/OR CONSTRUCTION. �7 N OF a a 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006/VAR2013-00021NAR2013-00022NAR2013-00023 - a N MENEM p o O O LOT 8 SNI I I NZ z X I cn 06 O � \ LOT O I 00Opm W M ' \ / I I in 0) roc •W —W \ O I % 12' x 8• UVETAP WITH B' GATE VALVE. 12' LINE IS W O O r O w w \ LOT 10 L - - - I I TAX LOT 410 ZONE. B" LINE IS 550 ZONE FED UP FROM p � w - _.=, '4' _ 1 ,. O s 2S1 10BA GAARDE. B' GATE VALVE IS MARKED NORMALLY OFF c0 CV ER w > * \ •• � � 17+67.57 48.71 (118TH) \ •f . / I " I 4000 BETWEEN TWO PRESSURE ZONES FUTURE WORK VALL Z > Q T ,- ; / / \ I CONTAIN THESE LINES. [-. — N '� S0� — INSTALL 8. 45' DIP BEND 6 / O I O ❑ O Q O 0 % +y SDS --/ 01 I " CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO NOTIFY THE J ❑ Lr LL S \ -.; -. \ ��SD� - I OMER OF TAXLOT 4000 OF THE PENDING WATER CONNECTION 10 O .y � .y \ BE DIP WATERLINE I I DAYS PRIOR TO BEGINNING WATERLINE CONSTRUCTION ON THEIR W Q F, /� Y� \ _ \ W—W_W W W—W—W—W LOT. CONTRACTOR TO COORDINATE WITH THE OWNER 72 HOURS _ 2 CPJ, a PRIOR TO AND DURING CONSTRUCTION OF THE WATERLINE 0 f �\ 7 G y '� p• ' . - - - - - - - - _ _ _ _ ( CONNECTION. CONTRACTOR TO REMOVE AND REPLACE EXISTING 0F - - - - - - FENCE & RESTORE THE AREA DISTURBED DURING CONSTRUCTION x Q \ '4' �!• 1 \ STORM LATERAL 1 0 x TO EQUAL OR BETTER CONDITION THAN PRIOR CONSTRUCTION. THE PERMIT HOLDER SHALL PROVIDE A COPY O OF A PROPERLY (TYPICAL) I 17+72.34 16.3'L (118TH) - , • EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR (CWS DWG 520 O - I I EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY; AS I INSTALL 8' DIP TEE 't,.1� SEE SHEET 32)(118TH) EXISTING 12' ' x EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. ( B' GATE VALVE 17+80.65 55.0'L DIP - I �\ INSTALL i' AIR RELEASE VALVE I LOT 11 WATERUNE (410 ZONE) I rAX Lor Z �+'7 (C.0.T. DWG 590 CITY TO CONVERT TO 550 a 12S1 IORA STORM LATERAL TABLE O SFE SHEET 29) I ZONE _ " 4100 AS-BUILT - AS-BUIL INVERT 0 S-BUILTDEPTH ® AS-BUILT I \O I I LOT STATION LENGTH LENGTH TYPE LOPE SLOPE PLUG INVERT PLUG DEPTH W ~ C W r Y LOT B 0+33 LINE 06 31 LF 6' PVC ASTM D3034 SDR 35 16.84% 328:9+ 333.22 }2:rr 7.3' CJ 0 J_ STORM LINE 06 & WATER CONNECTION — PLAN LOT 9 0+55 LINE 06 96 LF- 17 LF 6• PVC ASTM D3034 SDR 35 . 27.45% 32838 332.94 128 7.a' LL1 W LOT 10 1+37 LINE 06 -7:F B LF 6• PVC ASTM D3034 SDR 35 . 29.62% 3293 331.70 -9:8'- B.0' W Z LL SCALE. �1' = 20 LOT 11 1+46 LINE 061 16 LF I 16T PVC ASTM D3034 SDR 35 15.36% 3P9rr1- 331.90 -g9= 6.8' > z Z O STORM LATERAL NOTE 00 CC ALL STORM LATERALS ARE TO BE OF THE SIZE, MATERIAL AND MINIMUM SLOPE m U D- 360 360 SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 32). DEE _x w < m COMPACTED FILL — UTILITY NOTE ALL 2"X4' STORM SERVICE MARKERS & PIPES ARE TO BE COLOR CODED WHITE. C Z O w z w � w UL " CONTRACTOR TO PLACE COMPACTED FILL TO w a — _ Z w ¢ w 0 5' COVER (OR FINISHED GRADE) OVER UTILITYox 350 ¢ m 3 ¢ LINES IN FILL AREAS PRIOR TO TRENCH k N 350 J ��xx JJ o Q PROPOSED GRADE o tiEXCAVA ON FOR TILI TIES ' m o m w W OVER PIPE J p J o z + Fy' 3' MINIMUM o, ¢ - Q +o o z > COVER + i z 340 0 340 EXISTING GRADE - - - - - - - - - - EXISTI 12' DIP - OVER PIPE _ - - - - 330 WA RUNE 330 12' STORM GRANULAR REDOING SEWER GRANULAR BENG 0 GRANULAR BACKFILL NATIVE BACKFl F a it � N 0+00 1 +00 2+00 0 WATERLINE CONNECTION — PROFILE W VERTICAL SCALE: 1' = 10' o HORIZONTAL SCALE 1' = 20' � o � J 350 350 's, ci PROPOSED GRADE OVER PIPE 0 0 340 340 N WATER-STORM17.22 L.F. - CROSSING 12• ASTM D3034 SDR 35 STORM - 3 B• WATERLINE EXIOVER PG ER E 0 1.39% m o^ -\ \ \ \ Ki 0 mm V 330 — _ — — — � � 330 z _ w _ v, m oO 169-78 L.F. m r e - SANITARY-STORM 12• ASTM D3034 SDR 35 STORM aoM !5E CROSSING - - ® }35'F,- 1.28 w � R� • m m fRJ 320 Z N 320 SCALE Nm s lil p rn < o o 20 0 10 20 n >¢ 1INCH = 20 FEET � mN � w � � COMPACTED FILL — UTILITY NOTE w " w 310 310 N w w M z v CONTRACTOR TO PLACE COMPACTED FILL TO w 5' COVER (OR FINISHED GRADE) OVER UTILITY 40 a oI I 1n o 0 LINES IN FILL AREA PRIOR TO TRENCH N N "jj" o vooo0 00 _ �8EXCAVATION FOR SAID UTILITIES Nv0 300 300 JLQV L T 5 o - o N > m FOR CWS DWG 010 BO SEE SHEET 30 N m N p ^ w � - - Z p w + &N N 0] + oL / N o _ FOR CWS DWG 310 SEE SHEET 31 0 o + m N J- 6 - 15 a o n + + m o � iv iv N FOR CWS DWG 5 0 SEE SHEET 32 - J - 6 _ 15 � o � rxU3WU CLASS •B' GRANULAR BEDDING A LL CWS DWG 590 'A' GRANULAR BEDDING - NATIVE B Ll CWS DWG 590 NOTE 0+00 1 +00 - - 2+00 2+50 AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 1 FIELD SURVEY, AND MEW INSPECTOR GATHERED DATA. ALL SHEET INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE O n STORM LINE 06 — PROFILE IN DESIGN AND/OR CONSTRUCTION. N VERTICAL SCALE: 1' = 10' OF HORIZONTAL SCALE: 1' = 20' a 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021NAR2013-000221VAR2013-00023 yam° N O O O SANITARY - WATERLINE CROSSING NOTE o N 10 CONTRACTOR TO CONSTRUCT PROPOSED SANITARY UNE AT THE CROSSING WITH C\I 7 z° THE PROPOSED 8" WATERUNE PER WATERLINE NOTE 13 ON SHEET 2 - "ALL (n 06 Q F SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF WATER METER NOTE o Q O O w A WATER MAIN SHELL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" ALL WATER SERVICES & _ O m W THICK FOR A DISTANCE OF 19' ON BOTH SIDES OF THE CROSSING.' METERS TO BE 1 " Q O a Z 0) O o r O Lu x KI I j SEE SHEET 12 viy • I WOO +- w I - - _ �x _�_I_xv"L—_ Xx!mII_N¢<l i 3II .. '- J • - - III3I IaI' i µ k. j JQ� O wr' (QNSANITARY LATERAL Z > a w (TYPICAL) n FQ LOT 26 (crs Owc 20 LOT 25 O pOQ �-3 C() Lo 0V) 10+43.63 ISL (118T ) SEE SHEET 32)� 12+25.47 ITL (118TH) INSTALL 8' GATE VALVE 1" WATER SERVICE 12+84.36 7L (118TH) Q U. INSTALL STD FIRE (TYPICAL) HYDRANT ASSEMBLY INSTALL 8 45' DIP BEND On- 10+95.44 71 (118TH)- 1D+23.63 14.971L (1181") I , I•, INSTALL 8" 11 1/4' BEND ( .O. CT. DWG 520 • - - - - - - - -- _ (C.O.T. DWG 542 - / 3 W Q f- INSTALL 8" 45' DIP BEND I SEE SHEET 29) SEE SHEET 29) - O _ W " p M r x �— x ) Q WSW 8' DIP WATERLINE ^ of •�/ '/�/,y�j�`p x is W W W W W —W_W—W_ � 12+38.75 7'L (1181") Q SW 118TH AVENUE W w W SANITARY LATERAL TABLE . I 1" PERMANENT n I - - _ r INSTALL 8" 45' DIP BEND I '17- h ; —� ss— I AS-BUILT S-BUILT INVERT ® AS-BUILT DEPTH 0 AS-BUILT IRRIGAl10N METER T �'—ss—SS 1z+o0 LOT STATION LENGTH TYPE LOPE cn FOR W0 POND —Os .�.� •__ 8" SANITARY SEWER T LENGTH SLOPE PLUG INVERT PLUG DEPTH E" —��--as—e5 ( S LOT 19 2+51 LINE A 31 LF IjV PVC ASTM D3034 SDR 35 15.42% 3153x2 322.35 --9:8, 5.7' LOT 20 2+28 LINE A 31 ba 106 LF 4" PVC ASTM D3034 SDR 35 2.00% 10.94% 39:62 324.68 —9:8= 5.1' gg ,n x 0_ 0: • a' 4� ' + "• :�- •f b LOT 21 2+21 LINE A 31--65 100 LF 4" PVC ASTM D3034 SDR - 35 . 12.06% 3i-2:9-2 324.55 10.3 5.45' w 3'E z < I f-" xl ) '- ' . �'-, � '` LOT 22 1 +21 LINE A 31--L6 146 LF 4" PVC ASTM D3034 SDR 35 . 10.98% 3B4i8 319.21 7.4'- 4.95' w Z �. — �x -- W 0 v g I 3 3 `A LOT 23 LOT 24 a ° LOT 23 1+18 LINE A 31 6F 156 LF 4" PVC ASTM D3034 SDR 35 10.08% 38396 320.25 .3 6.25' Z ,1 � d i? o I - - - - - LOT 22 - - - - - " LOT 19 . � � � LOT 24 1+44 LINE A 31I=F33 LF 4" PVC ASTM D3034 SDR 35 7.38% 306-.+7 309.39 -1&rr' 6.45 O J y • . as —�—� - n N - - - - - - LOT 20 - � i � LOT 25 1+68 UNE Al37 LF 4" PVC ASTM D3034 SDR 35 9.21 % 388..47 313.34 -12:4' 7.20' " o •^ n �+ `� `� "� ,V o LOT 21 LOT 26 0+67 LINEA 33 LF 4" PVC ASTM D3034 SDR 35 . " 1.59% 302:66 301:25 -Fr-2- 5.35' w 0. IIS I N I F X ' 1A 1—00 LOT 19 I- ' d LOT 24 0 0 ALL SANITARY LATERALS SANITARY TO BE LATERAL MATERIAL AND MINIMUM SLOPE Q Q 06 xl X F TRACT 'B" o v N _ SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 32). z SEE SHEET 15 III I \• .� A\QY ALL 2"X4" SANITARY SERVICE MARKERS & PIPES ARE TO BE COLOR CODED GREEN. (� Z Cog SANITARY LINE A - PLAN m U) W CL SCALE: 1" = 20 ' 350 350 EXISTING UTILIT LOCATION NOTE CONTRACTOR TOP THOLE THE EXISTING 340 340 a z THE AREA OF THE PROPOSED SANITARY SEWER Ln PRIOR TO BEGINNING ANY CONSTRUCTION. _ — _ _ - - - o 0 3 LOCATIONS SHOWN HE EON ARE APPROXIMATE V) o BASED ON AVAILABLE INFORMATION. 330 u 330 N PROPOSED GRADE OVER PIPE8" DIP - EXISTING GRADE - � ' WATERLINE a ¢ OVER PIPE-\ - �, i c 320 320 _ o zo 107.68 L.F. 8 - - 3' MINIMUM 40.08 L.F. SDR .. � � ' 35 z 34 SAN SEWERI COVER - g ASTSA I -�' 310 0.39% 06.5655. _ 310 O EX 15" STORM - �/ 147.82 LF. SEWER z 7.51% SANITARY CROSSING F - f7 0.3034 SDR 35 SA" ¢ m ¢ + BQ EX 12" WATER - - - - - - - G 12" STORM 8" ASTM - ® B$G o p o W m cd 300 SANITARY CROSSING p SEWER m ¢ o w n 3 300 °• o _ n m y n E o © EX 36" WATER - (� o3zNwv j- .w.. v a Q � � m o 0 SANITARY CROSSING u Hw _ ^ e o 0 mphe9 i - `O EX ELEC & GAS - w O © z R CWS DWG 010 & 060 SEE SHE 730 a - M z N w 2 o 0 6 SANITARY CROSSING ¢ w o e ¢ FOR CWS DWG 590 SEE SHEET "ms. z II 5? 290 w W o o � NII II = n m o W - 290 3: E PROP B" WATER - •' M X 0 3 . ^^ � 7: R E;' N O W � o o m ' o w z z 0 'mg SANITARY CROSSING mom o v3 w 5n o - ma � � � o 3n 0mmo vJnv � + 5inm – N `r' + o �iD eo z0 SCALE 10 . zo m ODEFLECT WATERLINE o ��» w z o � n n N a r � . m 3 - _ tl N (Ym m OVER EX 36" WATER & m v¢ ¢ > O J, Z ¢ 71NCH = 20 FEET 280 280 UNDER EX 12" WATERlei <U F z z z o o z tl - m 0.5' MINIMUM CLEARANCE OF woo oo r, < = z z z z z N m N > z o - a pN + 00 WUZ - - N mmw — © 10" STORM - WXx + + xmwo - m � •ow > ^46NS � mmm m M. ZZ SANITARY CROSSING wwwo +270 0" STORM - N ^ e: m 270 WATER CROSSING / DEFLECT WATER UNDER SS "B" GRANULAR BEDDING/I A S - BUIL T �, STORM SEWER (CWS DETAIL 590) f,'b r n o - 0.5' MINIMUM CLEARANCE 3- 6- 15 /C�ANIELY'`P o 0+00 1 +00 2+00 3+00 3+50 NOTE � 1z I SHEET SANITARY LINE A - PROFILE AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, n VERTICAL SCALE: 1" 10' FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL i INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 1 1 N HORIZONTAL SCALE 1" = 201 - IN DESIGN AND/OR CONSTRUCIION. OF a 34 CI1Y OF TIGARD CASE FILE NO. SUB2013-00006/VAR2013-00021/VAR2013-00022/VAFR2013-00023 a N O O O p N N Z 6 WATER METER NOTE 06 O s ALL WATER SERVICES & LL O Q (D METERS TO BE 1 ' _ Q Qm0 � . mm cy)0< ZTTQ O c3 I I I G{ / � V4A W OOr %i0 F j LOT 25 1 1 TAX LOT 2S1 10BA 1700 Z > 00 CVQ 112+38.75 71- (118TH) I IINSTALL 8' 45' DIP BEND I I OSEE SHEET 11 12+84.36 7L (118TH) 1 1 13+44.98 2111- (118TH) - J ? 0- - 1-. INSTALL 1' AIR RELEASE VALVE Q cr Y LLINSTALL B' 45' DIP BEND 1 (C.O.T. DWG 590 SEE SHEET 29) 14+47.31 TL (118TH) TRACT - Q INSTALL 8' GATE VALVE "r p` Q 1_ — — 15+03.17 201 (118TH) - Q $\\ ` INSTAL- 8" 45' DIP BEND J U .L.ad. . � a � B' DIP WATERLINE i n LOT 4 SANITARY LATERAL TABLE • , \� W W—W_ W_W—W W W_W W�—W—W'—'W • W'—W—W— —W—W LOT STATION LENGTH AS-BUILT TYPE OPE S-BUIL INVERT 0 S-BUILT DEPTH ® AS-BUILT F-- `\ � _ I _ _� _ SW 118TH AVENUE - "� LENGTH SLOPE PLUG INVERT PLUG DEPTH \ 23 `� • SS ��S—SS--55—SS—SS SS ss- - I - B' '�' � e �,l LOT 4 SS MH B2 33-EF 35 LF 4' PVC ASTM D3034 SDR 35 1.748 . 33997 320.38 �}.B= 7.55' 1 SS—SS—SS— \ - 35 SS $5 SS LOT 16 1+89 UNE B 31 LF 4' PVC ASTM D3034 SDR 35 4.67R 32034 321.12 err 7.9' SD—SD—SO— —Sp.�� SD SANITARY SEWER 15+12.26 20'1- (118TH) LOT 17 1 +37 UNE B 31 LF 4" PVC ASTM D3034 SDR 3512.09% 7.858 1 32068 321.78 -84 7.3' INSTALL 8' 45' DIP BEND LOT 18 0+79 LINE B 31 LF 1 14m PVC ASTM D3034 SDR 35 4.10% 1 314:79 1 320.26 1 -9rr'- 9.15' ts- \ I LOT I SANITARY LATERAL NOTE Z LOT 3 ALL SANITARY LATERALS ARE TO BE OF THE SIZE, MATERIAL AND MINIMUM SLOPE W m LLJ .. . _ • $ f LOT 4 SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 32). CW Lu - J - - - - - - - - - - - - - - - - - - - - - - _ - _ _ __ _ _ _ _ _ f I LOT ' 5 W Z ALL 2"X4" SANITARY SERVICE MARKERS & PIPES ARE TO BE CODED GREEN. C _z LL 1' WATER SERVICE (TYPICAL) _SANITARY LATERAL �� I - I (C.O.T" DWG 520 SEE SHEET 29) (TYPICAL) \SANIE ,, 1 _ J J O t LU LOT 19 /r y (CWS DWG 520 LOT 16 l SEE SHEET 13 1 }- /i LOT 18 I LOT 17 �' I SEE SHEET 32) I Yl s / 0. � QQoZS SANITARY LINE B — PLAN �— z ,. SCALE: 1' = 20' J _x m a) 350 350 I I 340 340 EXISTING GRADE PROPOSED GRADE - - - - - _ OVER PIPE OVER PIPE - V \ 330 - - - - - - - - - - - - - - - - - - - - - - - - - 330 F — U ' Z w 3' MINIMUM B" DIP _ N 320 OVER WATERLINE - - 320 uj uj 9 _ 8' AS D-3034 SDR 35 SAN SEWER STORM - WATER & - _ SANITARY CROSSINGw^ - m z 12' STORM ® 0.62% z o` W SEWER 310 - o N 310 M � V n m mmQ C6 0; 3zz n Z 3Z2_ N 3 vhf W v� M vv 300 r r r r 300 d- F CWS DWG 010 SEE SHEET 30 N m „M1 a < n II FO CWS DWG 590 SEE SHEET 32 'i < ¢ I 0 y tnm p II j - tnm p II n IO O m W Z O 1(1 I� Ml O y�j 2 0 N 29O O mONWZ Z m0 O VOW Z Z N N + } � N v7tt _c 290 tom ^ E O NN � Q V 6 N � ONd' OO 40 ' N NOK a m m I oI w OI � JU � m O CLASS 'B" GRANULAR BEDDING ACKRLL AI m � '" on 9 n (CWS DWG 590) - ¢ z o o � v m � � Jas 0+00 1 +00 2+00 3+00 zo SCALE 10 zo om i SANITARY LINE B — PROFILE _ VERTICAL SCALE 1 = 10' 1 INCH = 20 FEET $ v HORIZONTAL SCALE: 1' = 20' - m D `o 0 O 0 A BUIL /. / T ^4"6 / 1 5 — V V /L I % 2 3- 6- 15 ,� � �� ANIE� o NOTE AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, SHEET o - MUD SURVEY, AND MUD INSPECTOR GATHERED DATA ALL INFOIRMATION HEREON SHALL HE FIELD DESIGN AND/OR CONSTRUCTION. VERIFIED PRIOR TO USE 12 N OF n 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021NAR2013-00022/VAR2013-00023 u N 0 o 0 0 O N N z 6 /( � LOT5 LOT � ' � � pQOQ o LOT 4� aV?O1v 11 LOT 7 O O 0 Lu oo LOT 2 1 WATER SERVICE (TYPICAL) LOT 1 (C.O.T. DWG 520 SEE SHEET 29) / _ Q Z T O rc - - W - - 15+12.26 20.0'L (118TH) - LOT 3 - - - - - - - - - - _ - - - _ LOT 8 W O O0 rj)T 0 w INSTALL B' 45' DIP BEND y LOT 4 - - 17+00.56 12.TL (1181H) Z OD N IL Q INSTALL 8° 45' DIP BEND, - \ \ T 15+03.1719.91 (118TH) R _ ,,, s _ \ \ � � LOT 9 O m _1.0 H T INSTALL 8' 45' DIP BEND _ W WSW W . . ¢ � LL �� „ W-W W W-W- � 8' DIP WATERLINE ' O Q } TRACT A �' W W W W-W W-W � Q ~ F- ss- 1=�-n - 6 - _ SW 118TH AVENUE \\ LOT 10 _ sl SS-SS ss ss / ice --�'s was qs--ps� sr S' SANIARY SEWER �= �x � �\ �� ,. ! � 17+67.57 48.71 (118TH) - U I cis "�'-• -CS - INSTALL 8' 45' DIP BEND TAX LOT ; /,y �� VO C7 - - - - - - H 2S1 t OBA DP ° , . . 4D \ ---sa� a__sfl� FI1+ I QS J \ a H a 1700 + 16+77.73 17'R (118TH) \ \ f w I � - - - - - - - - - - - - - - - - - - - - - - - INSTALL SID FIRE \ W-WN -W-W- SANITARY LATERAL TABLE (n 19 HYDRANT ASSEMBLY � � \ .y �, _ _ - . w _ _ _ - _ - LOT STATION LENGTH AS-BUILT TYPE LOPE S-BUILT INVERT ® S-BUILT EPTH ® AS-BUILT F- ID I LOT 16 SANITARY LATERAL (C.O.T. DWG 542 \��$'''{{{�� $_ rw - LENGTH SLOPE PLUG INVERT PLUG DEPTH SEE SHEET 12 (TYPICAL) SEE SHEET 29) ! M { �/ LOT 4 SS MH B2 33 LF 35 LF 4° PVC ASTM D3034 SDR 35 1.74% 32937 320.38 6.81 7.55' w U W ^ � - 3 I N (CWS DWG 520 2IT� \ Lr'a LOT 5 0+41 LINE C -37--LF 38 LF 6° PVC ASTM D3034 - SDR 35 . 1.70% -32i. 1 321.33 -�-1'- 8.0' CC W J_ 'r SEE SHEET 32) / ` \ ` �7 LOT 6 0+80 UNE C 37 LF 6° PVC ASTM D3034 SDR 35 3.10% 322:35 322.81 6..5' 7,5' ` G Ll.l a \ \ LOT 7 1 +43 UNE C 37LF39 LF 6T PVC ASTM D3034 SDR 35 1.00951 11.02% 323.8 327.53 12. 4- 8.75' W Z Z LL _ \ 18+04.63 21.11 (118TH) ( _ INSTALL 2' BLOW OFF LOT 8 SS MH C2 35 LF 36 LF 6' PVC ASTM D3034 SDR 35 22.198 325:55 332.73 i+.9- 7.70' � J J O WATER METER NOTE C.O.T. DWG LO LOT 9 2+20 UNE C 42 LF 4" PVC ASTM D3034 SDR 35 NVERIRE 327.68 UNVERIFE }34' UNVERIRE 17+7234 16.31 (118TH) ( O ALL WATER SERVICES & '? INSTALL 8° DIP TEE - 'a 'i' SEE SHEET 29) LOT 10 2+58 UNE C 57 6c 58 LF 6° PVC ASTM D3034 SDR 35 . 9.70% 330.61 335.50 -1&6- 5.5' M >" U..I CL METERS TO BE 1 " L C7 - 8° GATE VALVE 1 LOT 11 LOT 11 2+89 LINE C 57 LF 4° PVC ASTM D3034 SDR 35 2.06% 333:36 333.76 - ?}- 7,7' LL. C,6 LOT 15 / LOT 12 SS MH C3 32 LF 30 LF 4° PVC ASTM D3034 SDR 35 3.97% . 334.76 334.85 �:8'- 7.4' CC Q W / LOT 13 SS MH C3 35-LF 36 LF 4" PVC ASTM 03034 SOR 35 3.86% 334.84 335.05 -6:B'- 7.2' Z / LOT 14 2+92 UNE C 63 LF 4" PVC ASTM D3034 SDR 35 2.46% 33436 334.40 7.1, 7.5' Q • .q, LOT 15 1+31 UNE C 3+{F 32 LF 4° PVC ASTM D3034 SDR 35 15.29% 323:9-P 327.92 43-0- 8.3' U Z 06g SANITARY LATERAL NOTE J ` may' ALL SANITARY LATERALS ARE TO BE OF THE SIZE, MATERIAL AND MINIMUM SLOPE m SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 32). SANITARY LINE C - PLANK ALL 2"X4" SANITARY SERVICE MARKERS & PIPES ARE TO BE COLOR CODED GREEN. SCALE: 1' = 20' {l- LOT 12 LOT 14 LOT 13ya\,/ L Z U O W d Z V) U Y 0 H 350 350 s wPi Of Pi PROPOSED GRADE OVER PIPE J � U 3403' MINIMUM - 340 a N o COVER EXISTING GRADE _ OVER PIPE z 8' DIP ' 330 - - - - _ WATERLINE- 330 - _ - - � s z o STORM - WATER & 101.32 LF. > ei ;��ASANITARY CROSSING 8" ASTM D-3034 SDR 35 320 SAN SEWER m n n 200.83 L.F. 12° STORM w 3 z M K5 IL23 v _ 320 = o r u E N 8" ASTM D-3034 SDR 35 SEWER v� rov m = N °u, 00 w SAN SEWER < J • Q ,n n m o z ® zti.#t3F 2.51% < � � � .n F Z1 � a m W 0 O e N } O D > Nh � � Z A QZ' o0o _ 310 Fd'�' - 1p NMNM O Ny > Z2 � 310 1� � W OiM .-• N NYfW _ - O f �FFJK3 m � UO] roi Oi i7 N � MNNv O pNWZZZ 3zzNM � S� � � m + �. am SCALE Nm nv � J � ¢ a - 20 10 20 Y ) `� Tn I Sa�tij o 300 FOR CWS DWG 010 & 090 SEE SHEET 30 N N II II 11 j 300 1 INCH = 20 FEET FOR CWS DWG 90 SEE SHETT 32 u1 m In ,�•, N NN � jZZ ~ - ME p OOwZ_ ZZ �o N I� OMW - - O M r + 7 - p 00 (VWZZ Z N � NKfD ip m 290 290 ^46W6 CLASS °B° GRANULAR BEDDNG ACKFILL T(CWS DWG 59A S BUlL la wit 0+00 1 +00 2+00 3+00 3+50 `3- 6- 1J�SANITARY LINE C - PROFILENOTE ' VERTICAL SCALE 1" = to' SHEET HORIZONTAL SCALE: 1° = 20' AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, . o FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL D' INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 13 IN DESIGN AND/OR CONSTRUCTION. OF a a 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021NAR2013-00022/VAR2013-00023 a - N O O o O o O N N . 6 U) 06 O LL O < UI 'o I' I SEE SHEET 16 I I I ° 0) p a IZ r 11 x i ' I w0CT OD c\I 006IL V i x ¢ I 3 13 e.. x � ', � I LOT 2 J � X0 2E ) Q } oxo , I it LOT LOT3 QCn /'-� O C o U [ i 2 I � n II f1+11 w � 0 3X Z x Z LOU F „ ' SANITARY LATERAL �' I (TYPICAL) J U z I E- w I w " ':, II (CWS DWG 520 \ N Q w SEE SHEET 32) w x � M w N SANITARY LATERAL TABLE ' r I I " I : °I ' '• ' . . ' AS-BUILT S-BUILT INVERT ® S-BUILT EPTH ® AS-BUILT • I M1 _ - - - - - - LOT STATION LENGTH LENGTH TYPE OPE SLOPE PLUG INVERT PLUG DEPTH z LOT 1 0+67 UNE D 19-11: 21 LF 4' PVC ASTM D3034 SDR 35 11.738 385.37 307.536.8' Q W LOT 2 1+30 UNE D 2a`--LF 2I LF $' PVC ASTM D3034 SDR 35 5.55X 3}138 311 .82 $fY 7,T W - 09� " " LOT 3 SS MH 03 28-F 29 LF 4' PVC ASTM D3034 SDR 35 12.28X 31x48 317.67 $� 6,38' W I I I 3 S TRACT A -Ds SANITARY LATERAL NOTE W Z L- x ALL SANITARY LATERALS ARE TO BE OF THE SIZE, MATERIAL AND MINIMUM SLOPE > J O SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 32). O mLOT TAX ALL 2"X4' SANITARY SERVICE MARKERS & PIPES ARE TO BE COLOR CODED GREEN. x I I x ! 06 SII � IL LOT ti � F= m I I x 2S1 10BA 2S1X1 1700 BA ~ Z X ; N 1 I lsoo I wSEEI SHEETL 16 ^ I J Q Q vs Im � _! SANITARY LINE D - PLAN SCALE: 1• = 20' 340 340 EXISTING UTILITY LOCATION NOTE CONTRACTOR TO PC THOLE THE EXISTING 330 WATERLINES, STORMS ER & DRY UTILITIES IN 330 z O PRIOR TO BEGINNING ANY CONSTRUCTION. F LOCATIONS SHOWN HEREON ARE APPROXIMATE PROPOSED GRADE BASED ON AVAILABLE INFORMATION. EXISTING GRADE OVER PIPE if C) a 320 OVER PIPE — 320 En> w STORM-SANITARY 12' STORM CROSSING SEWER _ — � � o 31052.73 LF. _ 310 o 8' DIP SAN SEWER w ¢ m 0fr48Sb- / D_3034 4 Lf' SAN SEWER N a 0:Fi1X- - a 6. ASTM 0 ¢ M ^ Z p� 300 'w — J 300 G QA EX 15' STORM - SANITARY CROSSING '�' w b ¢ o EX 12' WATER - ,wi, y o Z rr' II ®SANITARY CROSSING w o N1 1II o - arwzp � m 290 © EX 36' WATER - w o ¢ n �i o N n w z z 290 m m E N SANITARY CROSSING ¢ w a e� p '^ "� n in + + m e 'H o N o p p 3 . `O w '" n FOR CWS D 0101 050 & 080 SEE SHEET 30 ,n o .- EE a w w 0 EX ELEC & GAS - 0 < p � p N o N v z.. FOR WS DWG 590 SEE SHEET 32 �_� �� o m w r+ m $ Z Q ,lJ V) M SANITARY CROSSING ,Fn o w ij � c3.o � "> 3 � � 'a � •�%: ° �"- 280 w v.� t` — 280 Z � ,y1,' O NQ O ,A " m N >Z pO V y II U 0 II j N LV w z z - 20 SCALE 10 20 m pip WpW ZZp VI h + Me a 27D oM Z o Ld Z Z Z Z 270 1 INCH = 20 FEET IC _, io N on + go CLASS 'B' GRANULAR BED NG ACKFILL - (CWS DWG 5901 D 0+00 1 +00 2+00 2+25 ^Z'H �4/ / / SANITARY LINE D - PROFILE A S - BV IL T HOR ZON AL SCALE:71CAL SCALE.' i 1' =120' J- 6- 15 W125 ao NOTE SHEET H AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, EV FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL - INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 14 IN DESIGN AND/OR CONSTRUCTION. OF n 34 CIN OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021NAR2013-00022NAR2013-00023 - a CONSTRUCTION NOTES 8. 45 0 " BENDS N a w- 111 Ga VRE 6" GATE 6" X B. U) 06 Q w lO CONNECT TO EX 6" WATERLINE W/UVETAP VALVE REDUCER - > 0 � ED ED LU INSTALL 6"X8" DIP REDUCER LIVETAP [] ( y) a unci-rn6 n (G / xw— XW I I ¢ Z r T O O ® INSTALL 8" DIP 45' BEND J ' I &MEZ W oOQw EXISTING WATER SERVICE TO - —'"" s> x - CD BE ABANDONED ... .. -x14+44 2'L (GAARDE) �- -XG XG -- C G %v—X -- XG O .. (L INSTALL 6" DIP 45' BEND --- - - xc—xG --- G ' xc .._ xsXTGG —xJm �- x B JLo s — x —XSs —Xss —xss —xss — x x;�� ,c��- - I - x 14+55.41 SW GAARDE STREET =� Q O 14+62 16'R (GAARDE) EXISTING 6" DIP WATERLINE (550 ZONE) 13 r x �- xss— Xss xss — xss — xss —xss — xss —xsg —Xss —Xss — 10+00.00 SW 118TH AVENUE — xss xss — xs xss— xss xss— ss xss `� 0 � INSTALL 8" DIP 45' BEND 8 xss xss—xsE •- - xss — xS W Q O 0 x 0 —XSD—xsti — x50 — X50 2 EXISTING .B" PVC SANITARY SEWER 9 w REMOVE EXISTING DRIVEWAY ENTRANCE _ f 6O CONSTRUCT NEW CURB AND GUTTER . - 17+00 —Xw 12+00 - s - w _! - - 1501 x U & SIDEWALK —xw m B" DIP WATERLINE xw73+o� Xw —xw —xw XW—XW XW—xw 77w00 - vw Xw ' xw x —xw -X1,5+�- wr—xw — Q 12+49.14 22'R GAARDE 1 w x —xw — xw — 11 xW — xw—xw—�xw (GAARDE) — xw—xw xW EXISTING 12" DIP WATERLINE STORM LINE 01 w 7 BEGIN NEW CURB AND GUTTER & SIDEWALK - 11 to SEE SHEET 20 4 (- ' 7 11 8 —xw-�- MATCH EXISTING ' ' 12+73.36 22'R (GAARDE) ® 0 x x 12 LIN y — xw---( © ENO NEW CURB AND GUTTER & SIDEWALK -- -.. ...----._ ..__ .. .... 111 o-'� -- - _ xT,tl��•. _ 5 10 W MATCH EXISTING = n: .. _ .._ _ _ ._ - iERy.XE — xE - - %F 7L — x . —xEE�—x= xc _� x_c - — _ _ EXISTING 36" DIP WA %vl xX x xe 14+10.77 22'R (GAARDE) -. �. XT' —q • '• '- - 9O BEGIN CURB RETURN (SEE SHEET 17) I SW 119TH `' SD SO. �" ``,� SO SW 118TH f. � �. .. � � �� Z W MATCH EXISTING CURB 14+98.78 22'R GAARDE) i PLACE .I y AVENUE ' .` W uJ WW( t�(p!� CYIn, _J 10 BEGIN CURB RETURN (SEE SHEET 17) I I I II LOT 23 � / TRAOT TIB^ I I 1 �.. f LOT 26 ~ LL_ MATCH EXISTING CURB SEE SHEET 11 I W I h y �y/�� -' I (SAN & WAT) _ > Q O �1r I SEE SHEET 17 (ST & STM) I I O 11 SAW CUT UNE - RESTORE PAVEMENT I I' _ �. '�}I PER CWS DWG 600 (SEE SHEET 29) W " \ � •^\ ^ • � • : I 12 06 CL 11 191 2'R (eigARDE) f9 INSTALL 8" DIP 45' BEND - ' W W O, 3 11 1 93 0' (GAARDE) SIDEWALK CONSTRUCTION LEGEND - SW GAARDE STREET - PLAN /^1 / / / T p z INSTALL 61 GATE VALVE ON LIVE TAP SCALE: 1" = 20' A S— BV /L / U (3 F55 FOR NEW CURB & GUTTER WORK SEE - SIDEWALK TO BE CONSTRUCTED C.O.T. DETAIL 126, SHEET 28 BY HOMEBUILOER 3- 6 - 15 �- FOR NEW SIDEWALK WORK SEE C.O.T. SIDEWALK TO BE CONSTRUCTED - m (n DETAIL 120, SHEET 28 WITH PUBLIC IMPROVEMENTS n U) W FOR NEW CURB RETURN WORK SEE NOTE m C.O.T. DETAIL 128, SHEET 28 AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. 340 340 w � o 330 330 a o a ¢ w < ao zo 0 ww € o o N _ m J J b `$ !] Q y 3 w v ;> ._ 320 yr r u ID 320 3 IND j.1000 N �+ vNN n o IDorLL ,., wzv . � � � - - EX 12" DIP mNoi � R < o R CI ~ (� - - - - - - - - - - - _ - - - - WATERLINE 8" DIP - EXISTING GRADE � � < ooWZUc�.1 zzz oo 31O =_ __- - - - - - - - - - - -3 -MINIMUM - WATERLINE-\ AT CENTERUNE � aoo � s ¢ w » » PROP 8" SAN - ro 'IS ,D o o E < = z z z z z o - - - -- - - - _ _ - - - - - PROP B" WATER CROSSING NN + + xwot - - 122.27 LF. 310 - - - - - - v, m � oowm � o muom iD 0 -- - -- --- - - - - _ ___ - - EXISTING B" o 0 EX 6" DIP --- WATERUNE ------- _ - _ SAN SEWER ---•---- - - - - - - - - ® 0.64% ' EX-8""SANITAR7` '--^--�_ __ _ - _ _ � - -- - - - - - - - - - - - - - - � -- 300 SEWER - -- -` - - --- - - - - - - - - _ - _ B 300 EX 36" DIP - - - - -- --- ----`--- ____ WATERLINE -- --- - - DEFLECT PROP WATER 115.53 L.F. - � on 290 - UNDER 12" WATER & EXISTING 15" 290 °^ y w r N OVER EX 36" WATER STM SEWER (/1`�'(, z m ° o w 0.5' MINIMUM CLEARANCI 0 0.75% �- " ' D ;;�^ 0 2! -, 280 < N v 280 I y V, o IL, om x C IF 270 — — 270 3 ,D wzzzz "r o v m o U + oW � ^54 U11 +00 12+00 13+00 14+00 15+00 15+50d i SW GAARDE STREET - PROFILE acla, a VERTICAL SCALE. 1• = 10' HORIZONTAL SCALE 1' = 20' �ANIEk. N � ,z , SHE , N ET o SCALE 15 N 20 0 10 20 OF - a i a 7 INCH = 20 FEET 34. m CITY OF TIGARD CASE FILE NO. SUB2D13-00006NAR2013-00021NAR2013-00022/VAR2013-00023 [1Z 0 N O O O Y iN Z z x - — -XG .._ XT ._.. - - _ ' — X - - XG — XG... XG �_— XG .._ G—.� _ xi--xc .. .... — .-Y.L yG . '. __- 7C;`--'�c'v" c. %r--T2`— XG G --- XG __._—XG — XG - XG _.—X - %v^—XC - .. o LL xc--xc -- XG_. _ - %G-- - xG —xG —. xG ` ----%G-- %c—xc -- xc --- %" —�.., --- _:::_-.=—Y,T--_ _ _ ❑ O O O o SS 5866 - xG - -' —mac---�.'T— . 14+55.41 SW SW 118 STREET = - ..— Z r a 10+00.00 SW 118TH AVENUE - u — xc — xG-- XG--XG ---- XG—xG -- xG -- xG -- xc---- xc—..._ xc --x„ - - Q w EXISTING 15' PVC STORM SEWER —xss X55 — KSS xss xss Xss— x —Xss — xss xsS — xss — = x W O Q r - EXISTING 8' PVC SANITARY SEWER 17+29.38 x x O ❑ ''' F m 15+88.60 XE 765 II = PT ,9 I I CC) N Ir ~ m = PC Xs5 -1— XsS -- Xss X —xss —x f 1 z >_ r ' Q I — xss — xss xss —xss — O ❑ O Q < C S = = SD _ x5D xSu %SD — xSD —%SD — XSD —X —XSD — XSD XSD —xSD SD x5D —XSD XW XW XWYf —xw.xt m N/—XW 16 00 _ F — w FF J m O 11 is+59.05 tx+oD to+oD I I — ¢ Ln 'o = PRC fe OD xw—kw —XW- `� iXw —xw 11 w xw—xw xw—. xw —xw— Xw xw— xw— xw—xw—xw xw— Xw ISTING 12' DIP WATERLINE ❑ Q . � Q 77 12 13 —xw—xw— xw — x —xw — xw —x - Xw 11 XW-- xw—Xw —xw —XW— Lu F--' ~ . - — . • - EXISTING 36' DIP WATERLINE —/ V9 17 8 xw xw —xw _ 1 XW C XC XG=7- ._. —.xG— xG — XG — XG — — XG- — XG� — sD SW 118TH t4 kl-_. .. — xr—. _ _ — _ — - xF -- G —: XG xG- - %V - - AVENUE SEE SHEET 14 (SAN) `�� a 15 > � _ e ' I 16 T ' m TAX LOT TAX LOT SEE SHEET 22 (STM) _ SEE SHEET 11 (SAN & WAT) LOT 26 2S7 10BA 2S7 10BA LLJ SEE SHEET 17 (ST & STM) f I 1700 1600 Q - - - -_- - - - - - - - - - - - , TAX LOT (n J czs CONSTRUCTION NOTES I LOT 1 2S1 108A H LL 1400 Z W O 11 SAW CUT LINE - RESTORE PAVEMENT 15 EXISTING WATER SERVICE TO FOR NEW CURB & GUTTER WORK SEE SW GAARDE STRELT - PLAN W W � PER CWS DWG 600 (SEE SHEET 29) BE ABANDONED C.O.T. DETAIL 126, SHEET 28 A 5 — BUIL T w O 15+16.44 22`R (GAARDE) REMOVE EXISTING DRIVEWAY ENTRANCE DDETAILFR 20, SHEET 2WORK SEE C.O.T. SCALE: 1' = 20' 12 BEGIN NEW CURB AND GUTTER & SIDEWALK IS CONSTRUCT NEW CURB AND GUTTER \ 06 MATCH EXISTING & SIDEWALK 3- 6— 15 / 15+40.64 221R (GAARDE) 18+09.72 22`R (GAARDE) SIDEWALK CONSTRUCTION LEGEND - _ O W 06 Z 13 END NEW CURB AND GUTTER & SIDEWALK 17 BEGIN NEW CURB AND GUTTER & SIDEWALK SIDEWALK TO BE CONSTRUCTED NOTE cr o B MATCH EXISTING MATCH EXISTING - BY HOMEBUILDER AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, ❑ REMOVE EXISTING DRIVEWAY ENTRANCE O 18+33.94 22'R (GAARDE) SIDEWALK TO BE CONSTRUCTED FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL — a' 14 CONSTRUCT NEW CURB AND GUTTER 1g END NEW CURB AND GUTTER & SIDEWALKINFORMATION HEREON SHALL BE & SIDEWAU( MATCH WUREXISTING PATH PUBLIC IMPROVEMENTS IN DESIGN AND/OR OONSTRUCDON.� VEAIFlED PPoOR TO USE r , r � ,bbbbbb, V lb- 350 350 350 U) W z ^� w C/) 340 1 W 1 340 W = � w o w w wzN ¢ w Ir w wo NnN OZ N m 330 X N O O N N 330 w w o z ¢ n.-.-. >- o _ Q0 _ Q ON OZZnvW N � � � ZO + J UW W F- 0 OW v Qw v - Wvy �. b6 < d I JJtO $ 03 .M-.^ v vZ OW v � KJQ ¢ II SOS ONW > V) U 320 YY V = WOpozZ n n N� oo � Z 320 0 0 N _ N N > Ol F 6 M W � mco b � FQ- Fn XZU ^ nrn NmFM H NJQO ,�.: (I = ^ VIN W » > NVl p + xx J -, VIN > J II MZ II MIIF U � ,p � 00 � ZZZ 149.27 LF. NN � d' WW W m • ZZIIw - mmN m II ni.t �- � Nf¢/l � � Qp . 9 � � QW O nZ > ZO M Nr: rog `aomm EXISTING 8' _ _ _ _ n = uI wzOFzzz � Nx NJ > � Qw o z + loo SAN SEWER 3' MINIMUM o d' o o _ N W z N= Nur w > > EXISTING GRADE u, 0 n + + x 9 oomx < w » » o � � cni. � NEON ? ? 112.5 LF, rn O , Now ww WEX, 120 ERLINE 02.23% — - - - - - - 310 COVER nww5?LDE ¢ = zzzzz UxmN & ai "T � ATCENTERUNE WATERLINE - - - - - - - - - _ - B' DIP utma + + x � w0 . 122.27 LF. EXISTING GRADE www + x x o + � EX 36" DIP 1 ym � oowm � o m oo m m EXISTING B� ww , � w w mvl b + xx x SAN S WER EX 12� DIP 3 0 0 WATERLINE xxx AT CENTERLINE va - � ww w ® 23% WATERLINE - - - --____ __ _ _ _-- - -- aCal _ - - - - _ www - - - SAN SEWER WATERLINE _ -_ _ - - .- - - - - - - - - - - - 0 0.64% - _ - - - _ — - o — _ _ z - - ----- - --------- --- - -- ---- - ----- -- - - 300 300 - - - - - - ------ - - --- - 50.11 L.F. »: 22.98 LF. 148.59 LF. EXISTING 15 - w' EX 80 SAN SEWER EX 15 EX 3 ' OIP w STM SEWER w a EX 36" WATER - 115.53 L.F. ® 0.619. STM SEWER ® 1.07% 290 290 PROP 8� WATER CROSSING EXISTING 15� w WA RUNE w w ® .1.07% o DEFLECT PROP WATER STM SEWER w UNDER EX 36' WATER 00.75% < u o N m N m k' o m n ° O.!� MINIMUM CLEARANCEI rn o MN. X N a' z w 6 0 N m 3 z Q M w 3 3 W O w Z Q mow W v c Q� h � m 0 280 p `� ^ X `/ m FU' wpMvv � Zn � m � bb9 N 280 4�pp m Q � SV) W vW � m � WvZZM NJJOti N0 pJ � NOtN KJJJ �vlp � Il 7ti . o 3 wn VAN N . pN II W F NCO > O - s JX } m �zw ; OI bnEM II ~ > OWM II O NW > '� � < X ¢ J F N ry m om ¢ II Z O Or00 ZZ O O= m .iJi ? n � / J OpN N II CIO > _ U � 'rj0 +�� 10M BMX A >> ~ ~ W » U S II > NX (6 o_ 3 270 ww w - - 0 = n J — �. > z z z miw -,o .P — 'D 270 b i �. � NJ � » > Gill � e N Ir � � OWN in0 nm1 + xx n 3 V I O W Z Z Z Z N w m V) ¢ N N - U = +f b 0 O V I M W W _ •� m OJ1 6 - MD + + xxx n O + + a � xx v � Y tq IoN Of/I O, � WWW O U � NOK WW m e 15+00 16+00 17+00 18+00 19+00 19+75 PR61z SW GAARDE STREET — PROFILE ��S��I� �y 54665 � I 0 0 VERTICAL SCALE 1' = 10' i HORIZONTAL SCALE 1' = 20' N a ■ i2j�,'4r n a �ANIE�� SCALE pO963 v s �i - 20 0 10 20 SHEET 0 1 INCH = 20 FEET �i N V N OF n 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021NAR2013-000221VAR2013-00023 - N CONSTRUCTION NOTES Pi L P/L o so' o 11+06.19 14.00'R - INSTALL 22' WADE `" 8' S' S.5' 14' 14' S.5' 5' 8' - 1O COMMERCIAL DRIVEWAY ENTRANCE PUE - PUE N z 6 0.5' STANDARD CURB 0.5' z (C.O.T. DWG 141 - SEE SHEET 28) A currER TOP OF CURB ELEVATION Cn a2f Q (C.O.T, DWG 126 = CENTERLINE_ ELEVATION w II I SEE SHEET 16 SEE SHEET 18 I - - SEE SHEET 28 - - - U. Q U - 12+12.89 14.00'R - INSTALL 24' WADE q OCOMMERCIAL DRIVEWAY ENTRANCE I I - q • I 200 ) 2.00% O CD m W I I m I % 3.338 3.33% O o O x a m Lu I (C.O.T. DWG 141 - SEE SHEET 28) I I I I I I _ . �;_ s - I ' r o x p ' o I STORM LATERAL I I .` Q Z r O 1 x LOT 26 (TYPICAL) LOT 25 I I W O_ o (CWS DWG 520 I CV I: _ ) Y CONCRETE . SIDEWALK C p w SEE SHEET 32) I 3 � o q _ 2• (4•-0) LEVELING ROCK OVER (SA.T. DWG 120 G U) cIr I x N I q y 7' (2"-0) CRUSHED ROCK BASE 3• (2 - 1 1/2' UFIS) HMAC, LEVEL 2 EE SHEET 28) Z ; T N x - - - - - - - - - - _ I I i TOP UFT OF HMAC SHALL BE COMPACTED TO 92% .& - � �1� - - - - - - - - - - - - - VI I BOTTOM LIFT SHALL BE COMPACTED TO 919 OF RICE 12" COMPATED SUBGRADE O C Q U DENSITY AS DETERMINED BY AASHTO T-209 SW 118TH AVENUE - TYPICAL SECTION m %I C �('' NOT 10 SCALE GRANULAR BASE ROCK A LEVELING COURSE SHALL BELL _xw Xw' XN' XW x 2 • - •'' = PC ` 0 COMPACTED TO 959 OF MODIFIED PROCTOR AS DETERMINED Q U) r O I I, x q q• -t,• BY AASHTO T-180 0 U) 5u w w q q q , q q q 3 �' SUBGRADE SHALL BE COMPACTED TO 95% OF STANDARI .� W � 8" DIP WATERLINE ` PROCTOR ASTM T-99 OR EQUIVALENT. O X x x I I `W-w w- w w --W-W-w--W-W-12+37.�� A �� q STORM LATERAL TABLE U 10+00.00 SW 11BTH AVE - - - - - J c 14+55.41 SW GAARDE ST - I �j ® LOT STATION LENGTH AS-BUILT TYPE LOPE S-BUIL INVERT ® 5-BUIL DEPTH ® AS-BUILT Io Iw OS�OS- Ss_..- LENGTH SLOPE PLUG INVERT PLUG DEPTH ;y _m _ �x -� 0 --DS _ 8" SANITARY SEWER - LOT 19 2+05 LINE 03 25 LF 4" PVC ASTM 03034 SDR 35 23.53% 3}6:98- 322.35 -&8= 3.2' � asff_ LOT 20 1+83 Uz'rr NE 03 100 LF 4' PVC ASTM 03034 SDR 35 2.06 10.15% 315+ -&.+-1- 324.68 -&.+- 4,1' 1 q ® q LOT 21 1+75 LINE 03 26LF100 LF 4" PVC ASTM D3034 SDR 35 10.70% 314..44- 324.55 8.9 4.5' - 'a " ' ;. - q ,• . q LOT 22 0+74 LINE 03 256F 138 LF 4" PVC ASTM D3034 SDR 35 10.07% 38531- 319.21 -1' 5.15' STORM LINE 01 . ,;:. .. ' LOT 24 0+98 LINE 0 25 LF _ 4" PVC ASTM D3034 SDR 35 8.29% -38733 309.39 -gam 5.6' SEE SHEET 20 1 i LOT25 1+24 LINE 03 43 LF - 4" PVC ASTM D3034 SDR 35 8.72% -319-44 313.34 -16:6= 5.13' Z W S x - - - - - ' O - - - - - - - - - - - 2 � LOT 26 CB 03F 49�F 21 LF 4" PVC ASTM D3034 SDR 35 3.05% -30}-38- 301.25 �- 5.73' LLI � � LU ( � mOS 05-OS - - - - J 1 1 I 1 i 266c loszs2c s - - - - - STORM LATERAL NOTE 2E Z Lu q / 10B265C oI '\F N N LOT 19 ALL STORM LATERALS ARE TO BE OF THE SIZE, MATERIAL AND MINIMUM SLOPE LU w LL TRACT "B" LOT 24 0 0 SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 32). > O x I mm 1\\\\\ ALL 2"X4" STORM SERVICE MARKERS & PIPES ARE TO BE COLOR CODED WHITE. O Q .1 c x�> IL SEE SHEET 15 I I : : .\ 22 2i L oT CATCH BASIN DATA 2 CENTERLINE CURVE DATA Q� od - SIDEWALK CONSTRUCTION LEGEND SO CB 03E (CG-2 - CWS DWG 3D0) Op 90043'52" 10+40.68 15.36' R (SW 118TH AVENUE) � TI � SW 118TH AVENUE & STORM LINE 03 PLAN X z SCALE 1" = 20' SIDEWALK TO BE CONSTRUCTED R=30.00' GRATE ELEV3^o4.1T304.23 A FOR CWS DWG 010 SEE SHEET 30 T BY HOMEBUILOER O T=30.39' FOR CWS DWG 300 SEE SHEET 31 f0" INV OUTI-(NE) 307.28 U (n g SIDEWALK TO BE CONSTRUCTED L=47.51' 7.84 LF. WITH PUBLIC IMPROVEMENTS ®1 AWWA C900 DR 25 STORM co U) pd SO CB 03F (CG-30 - CWS DWG 330) D 39 A �- ^ �/� T RIM E 42 15.02' L 04. 118TH AVENUE) 370 /Ll! l HIGHHIGPT. ELEV = 285781 RIM ELEV UT=300. 30 (NW 370 10" INV OUT=300.34-(NV ) 300.44 • PVI STA = 13+ 2.00 28.48 TM 1 3- 6- 75 10" ASTM SDR 35 STORM PVI ELEV = 32 ).30 ® 8:5B9F 1.16%.16% NOTE 81 VC SO OB 03G (CG-2 - CWS DING 300) 360 AS-BUILT DRAWINGS INFORMA11ON IS BASED ON CONTRACTOR, o m 0 360 10+99.34 . 26.61' R (SW 118TH AVENUE) FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA ALL o r 4 m INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE o N m N GRATE ELEV=31@.97- 308.83 - o i LF OF STREET OVER 12% + n + "� 10" INV OUT=30760- (E) 306.58 IN DESIGN AND/OR CONSTRUCTION, PVI STA 12+00.00 II n 17.61 L.F. a PVI ELEV = 324.80n > n > 10" AWWA C900 DR 25 STORM K 17 vw w ® 14.76% 13.17% Z W o 350 350 0 o g o 0 0 o n SO CB 03H (CWS DWG 010) v) o o 45.09 L.F. Orn 12+05.89 26.63' R (SW 118TH AVENUE) w w LOW T. STA = 10+26.37 0 n 12" ASTM D3034 SDR 35 o cni GRATE ELEV--322-E& 321.44 o LO PT ELEV = 304.27 + ro - STORM SEWER ,+� "' 10" INV OUT=319:86-(E) 319.44 s PV STA = 10+61.00 II 00.50% II 17.63 LF. 340 - P ELEV = 303.95 - J 340 10" AWWA C900 DR 25 STORM a K = 5 w PROPOSED 0 36.989: 35.02% 78' VC EXISTING CENTERLINE GRADE _ - - _ - - - - G44TERUNE GRADE ~ �.- � - - - - - - - - o C1 4 O OI 330 o 330 CURB RETURN DATA a w p > II W> ' ' CURVE DATA TOP OF CURB ELEV. STREET STATION P.C. PC 306.15 IA / / B" WATERLINE 0 = 889'16'33" /4 A - 305.44 14+10.77 RT 22.00 320 m < cV N 6322 L.F. - 320 R = 30.00' 1 /2A - 304.94 12" AWAWA 00 DR 25 _ P.T. = a - + o STAM SEWER 0 T = 29.64' 3/40 - 304.69 10+52.50 RT 14.00 m o N n o n ® 6.6 09 - 09.85 L.F. - 118TH o m c, E .fn.. L = 46.76' PT - 304.97 � m /- ' 12" ASTM 030 4 SDR 35 STORM SEWER _ _ �^ w W o 0 00 II ra- J 15.00% j z 0 0.58FO PC - 304.92 10+51.44 LT 14.00 310 � � > 0.60% 310 0 = 90.41 '27" 1/4A - 304.45 118TH 39.34 LF. _ o+ m m �' < R = 30.00' 1 - 304.07 14+98.76 RT 22.00 - o 0"Foo o, o �r 106.55 LF. 12" ASTM D3034 ¢ .� v o T = 30.36' 3 4A - 303.73 P'T' rcoIs = - - - -1'89% -0 897 12" ASTM 03034 SDR 35 STORM m m 6 m L = 47.49' PT - 303.37 GAARDE - � m � I. i m SEWER ® 8.459E � '� n r7 ak' 8" SANITARY SDR 35 STORM 8.49% w N w w N w P.C. _ m �' SEWER SEWER ® $.457. 3 Q PC - 323.96 12+25.46 LT 14.00 ?: 300 Nom' JJr'v 300 A = 90'43'52" 1 /4D - 324.62 118TH '°' i Ll Ll c R = 28.00' 1 /2A - 326.13MIX n II (R O O I T = 28.36' 3/4A - 327.41 12+97.28 LT 14.00III a a. a < m < of i5 n '- m I^ n z L = 44.34' PT - 327.88 - 118TH _ � m m p Ilz � > - P.C. = u W OOmi N O Y W - O pm'i NN Jcz; ijlZ 290 a 3 n `� C5 n w H '� z z m + '� o 290 ® PC - 325.2.5 12+44.40 RT 15.15 0 m + � . o N N o it A = '90'43'52" 1 /40 - 325.71 118TH 0 W � VI � V3) WOvvv N ~ O N � � tV P.T. R = 34.00' 1 /2 - 326.16 tip' 0 0 o `� N M _ T = 34.44' 3/4A - 326.62 12+78.34 RT 15.15 GS '„`I�`F" N L = '53.84' PT - 327.10 118TH SRees o o rn = 280 NNln � zzzo amozzo . vi -Jz - .. 280 o < - wis zzzz wZZZ NZIN + � � 00 � m + MM .O O � ONCLASS "B" GRANULAR BEDDING BACKFILL CWS DWG 590 - S SHEET 32 [ 1,..,. SHEET - N 10+00 11 +00 12+00 13+00 14+00 20 SCALE 10 20 17 No SW 118TH AVENUE - PROFILE of VERTICAL SCALE: 1" = 10' 1 INCH = 20 FEET ,�11 < HORIZONTAL SCALE 1" = 20' 3`Y CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021NAR2013-000221VAR2013-00023 a N p O 0 sI O n - .' �/ 8' �5' 5.5' 14' 14' 5.5' 5' e' (V '� RECO EXISTINGDRIVEWAY /, _ I rL = CENTERDNE ELEVATION O w PUE 0,5, STANDARD CURB 0.5, PUE z I (C.O.T GDWG�126 TOP OF CURB ELEVATION H 3: LL. OQ � 0 & CONNECT TO SEE BHEET 2B) 0 - . 1 I I 2.00% 2.00% O Lu I 'R ! I I NEW DRIVEWAY - Q O O I I ENTRANCE I 3.33% 3.33% _ O cr SEE SHEET 17 I 1 IMMI I f i Y Z T r 0 TAX LOT SEE SHEET 24 ' - w p'a 12+37.62 - - H _ :._:€ . .. W O O r Q = Pc LOT 25 _ 2SI 10BA I ��': Nd - - - _ = I bl 1 i. TRACT CONCRETE sID I EwAuc � FnO � p w 117- -e • _ 1700 °A^ I 3" (2 - 1 1/2" LIFTS) HMAC, LEVEL 2 (EE SHEET 28) Z > C�1 Q _ 2" a -0) LEVELING ROCK OVER _ 3 1 1OB256C I _0 O < 0 O P_ ( 7" 2"-0) CRUSHED ROCK BASE 12" COMPACTED SUBGRADE cQ A . - - " .` _ TOP LIT OF HxAC SHALL BE COMPACTED TO 92% & BOTTOM UFT J I O G LOT 4 SW DBTH AVERE WHL HATE CURB TIGHT SIDEWA11 SW 118TH AVENUE - TYPICAL SECTION 0- ACTED TO 91x OF RILE DENSITY AS DETERMINED BY Q ( r O 1` PC W -.w-w--w• -w- -w w 1 ^. .- :i - ' - . s • t • _ : ON THE NORTH IDE FSTATIOROM 9T�110N 13a•a7 ro NOT To scAt.E GRANULAR BASE RIX2( & lE1ET1NG COURSE SHALL BE ODNPACItD a � \ . - w-_W'-W-W--w- w-aw-N1a+76.87- -- .�Wy w Ar SEE TYPICAL SECTION BELow - TO 95% OF MODIFIED PROCTOR AS DETERMINED BY AASHM T-HBO W F- •° - I I - _ PC 2 = SUBGRADE SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR J _ _ U I Q 6 ' e ASTM T-99 OR EQUIVALENT U -55-SS--L'LL5- 55 SS-SS- SS E \ SD SD-SD-Sp--Sp-Sp P/L P/L Q --SD-SD-SV- s0-sD-5D- SID k,� O 1 �{ $ '�`bb \ I £ , 5.5' 5.5' 14' 14' S.5' 5' 8'�J dN N. _ y Jam. I STANDARD CURB5 F & 0.5' PUE • Y $ (C.O.T. = NE ELEVATION F •' I GUTTER TOT�NTERLIP OF RB �A, - - - - - - - - - - - - ) v / - - - - - - - - - - - - - _ I SHEET - SEE HET 28 ELEVATION - - - - - - fI LOT 5 SIC= I 2.00% 3 -„`(( ~ STORM LATERAL Q t5+3a623 - I 3.33% .33% Lu LOT 19 (TYPICAL) C = T'C .. I "rr % . . w W (CWS DWG 520 � 10B255C Q I -SEE SHEET 32) --141 - - - CONCRETE SIDEWALK z Q � (C.O.T. DWG 120 • 3' (2 1 1/2" LIFTS) HMAC, LEVEL 2 SEE SHEET 28) / / W O SEE SHEET 19 I LL CENTERLINE CURVE DATA I r ,♦ -0) LEVELING ROCK OVER 7 LOT 18 LOT 17 LOT 16 I I N CONSTRUCTION NOTES 7" ('"-0) CRUSHED ROCK BASE 12" COMPACTED SUBGRADE O < L m �90'43'S2" - I I I SW 118TH AVENUE - TYPICAL SECTION STA 13+47 TO STA 14+94 = J L^L O WIDE NOT 7D SCALE T=30.39' SIDEWALK CONSTRUCTION LEGEND ' O RESIDENTIAL DRIVEWAY ENTRANCECSL L=47.51 ' SW 118TH AVENUE & STORM LINE 04 - PLAN (C.O.T. DWG 141 - SEE SHEET 28) COINNINNINNIN Nr- Z X90'43'52" SIDEWALK TO BE CONSTRUCTED o T O BY HOMEBUILDER SCALE: t" = 20' � 15+02.64 21 .63'L - INSTALL 27' NIDE © R=39.00' O COMMERCIAL DRIVEWAY ENTRANCE U I- g T=39.50' SIDEWALK TO BE CONSTRUCTED (C.O.T. DWG 141 - SEE SHEET 28) L=61 .76' VATH PUBLIC IMPROVEMENTS STORM LATERAL TABLE -1 E LOT ST '0 LENGTH AS-BUILT TYPE OPE S-BUIL INVERT ® AS-BUILTDEPTH AS-BUILT ? CIS - LENGTH SLOPE PLUG INVERT PLUG DEPTH LOT 4 MH 04C 49-EF- 51 LF 6" PVC ASTM 23034 DR 35 3.41% 320.09- 321.07 9.0' 0. LOT 16 1+87 LINE 04 25 LF 27 LF 4' PVC ASTM D3034 DR 35 17.46% 318 323.26 $9' 5.7' - HIGH PL STA = 3+51.51 LOT 17 1+35 LINE 04 25-LF 27 LF 4" PVC ASTM D3034 DR 35 13.73% �'tooc 321.94 39-' 7.6' 370 HIGH PT ELEV = 28.78 370 LOT 18 0+76 UNE 0 25 IF 4' PVC ASTM 23034 DR 35 23.50% 3183E 323.76 48-4 5.7' 1 PVI STA = 13+ 2.00 I, _ PVI ELEV = 3200 LOW PT. STA = 14+82.40 STORM LATERAL NOTE K = 16 LOW PT ELEV = 326.77 - v, 84' VC PVI STA = 15+30.00 ALL STORM LATERALS ARE TO BE OF THE SIZE, MATERIAL AND MINIMUM SLOPE o PVI ELEV = 325.54 SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 32). 360 K = 14 360 ALL 2"X4" STORM SERVICE MARKERS & PIPES ARE TO BE COLOR CODED WHITE. ¢ O N EDN 150' VG o + n + n Z Z PVI STA = 12+00.00 PVI ELEV = 324.80 HI > HI > 6 N an CATCH BASIN DATA K = 17 c» + "' + "' Z 350 a w a "' 350 SO CB 04D (CG-2 CWS DWG 300) p o z o o p o n II w II w 14+82.50 13.56' L (SW 118TH AVENUE) N o m o r j w ri w GRATE ELEV=32624 326.21 w �,+ N + 0 o N a a 10" INV OUT=3222.00 (5) 321.71 w ± "' n M - 22.2E LF. 20.68 m li $ 340 ^ W 340 FOR CWS DWG 010 SEE SHEET 30 10' ASTM D3034 SDR 35 STORM® 4.49% 2,22% ° U J > w � w PROPOSED EXISTING 8.95%--\ FOR CWS DWG 300 SEE SHEET 31 � v a _ _ - - _ - - a _ T - - � „ \ - CENTERLINE GRADE CENTERLINE GRADE SD CB 046 (CG-2 CWS DWG 300) 6 N u - - - _ 14+89.75 13.89' R (SW 118TH AVENUE) � o, o 3.17% _ - - - - - - - - - - - - - - - - GRATE ELEV=326.23 326.28 330 _ _ _ - _ 330 10" INV OUT=32233 (NE) 321.84 z -2.00% - - - - - - - - - - - - "10" ASTM D3034 SDR 35 STORM ® 13.08% 18.33% E N 8" SANITARY 320 ON WATERLINE SEWER - 320 m . p 0 29.74 LF. 12" ASTM D30347 DR 3 STORM SEWER CURB RETURN DATA m ,� 12" ASTM D30349SDR 3 STORM SEWER 12' TM M SE SDR 35 ® �-� oo m N w STORM SEWER 2.58% CURVE DATA TOP OF CURB ELEV. STREET STATION �n o^, q o ft 310 z ® .0•$60 9 �%11177% 310 SEE TABLE SHEET 17 a � � ym m J 7 - O ¢ w ® SEE TABLE SHEET 17 a o o j o z - P.C. = rc o E n ooe m �+ m O PC - 326.79 14+73.83 RT 14.00 K °s M 00 n ¢ n = 90'43'52" 1 /4 � - 326.73 11 BTH a �' k' � ; < vW W N W H N p ano x n °O - R = 28.00' 1/20 - 326.95 _ `� nm rn v N n _ m m P.T.15+41.66 RT 14.00 O M 300 3QQ T = 28.36' 3/4� - 327.43 � a Ilf =iD Q, ' � •w�3 v M z L = 44.34' PT - 328.05 118TH o Woo3NW nzv 3: 60 " 1�yW � f1H Z v..W W N _ m N rn B z n v z © PC - 326.80 14+90.45 LT 17.39 a N oo w i o 0 = 90'43'52" 1 /4 A - 326.87 118TH rn J 290 - R = 34.00' 1 /2 � - 326.94 P.T. _ 290 O N N O+ K e a I z z z o n N N > Z z o L = 53.84' PT 327.30 15+25.04 LT 17.39 T = 34.44' 3/4� 327.04 0 � � zzz z N m � o � Z > z - 118TH N p N N m O W - Z N O YN NOOK m0 11 + + �N " N ��! �cIMEEq p �y 54685 ° to 280 � NOK � IND N 280 AS - BUIL T � a CLASS "B" GRANULAR BEDDING ACRLL CWS DI TAIL 590 - SEE SHEET 32 - �ANItE �P 3- 6 - 1 �`__ _ ■ 13+00 14+00 15+00 16+00 16+25 NOTE zO o SCALE SHEET " 10 zo 0 DU �N "DIEwAEDo"ATIM SW 118TH AVENUE PROFILE H SrANFNSPE� BASED T . ALL 11NCH = 20 FEET 18 INFORMATION HEREON SHALL BE FIEID, VERIFIED PRIOR TO USE OF VERTICAL SCALE: 1' = 10' IN DESIGN ANO/DR CONSTRUCTION. �� HORIZONTAL SCALE 1" = 20' a w CITY OFTIGARD CASE FILE NO. SUB2013-00006/VAR2013-00021/VAR2013-000221VAR2013-00023 N O p o TOP UFT OF MAC SHALL BE COMPACTED TO 924 & BOTTOM P rte• P/L p n - UFr SHALL BE COMPACTED 10 614 OF IECE DENSITY AS - Ip DETERMINED BY AA9N0 T-209 8 5' 5.5 1 _14' 5.5' 5' B' (V PUE I PUE Z z fRAIIAM BASE ROCK & ICMa'I INC COURSE SMALL BE _ 0.5' STANDARD CURB C 0.5' (n p� ELEVATI COMPACTED TO 952 OF MODIFIED PROCTOR AS DETERMBED • & GURER L TOCENTEROP OF NE ELEVATION ® . w LOT 4 LOT 5 BY AAMTO T-160 (SEE EON = p m (p LOT 6 LOT 7 91BfAAOE 91ML riE COlt1PAClm TO 954 ff STANOAAO , _ 2'00% E ) 2.00X - - O � W a _ - - - - - - - - - - - - - PROCTOR ASTM T-99 OR EOUVA.ENLIII - 'i , . . Q p O - - - - - - q - a _ r _ - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - LOT 8 II = - _ CONCRETE �SIDEWALK p o N M q . ' y a . '. '. . . - _ 3" 2I- 1/20 LIFTS) H)1AC LEVEL 2 (SEE DWG 28) T I I w CO � II '•i I� II� ( 1 / ) SEE SHEET 28) Z �_ w q` LOT 9 2• 4 -a) LEVEUNc ROCK ovER - O 0 O n- �T I- TRACT a 7" (2• 0) CRUSHED ROCK BASE 12• COMPATED SUEIGRADE Q _ „ w Ti5+3Bsxv w w-w w w-w- q � - J m p r In A a /, © _ I - _ w-w - w -w 1s+'79.owsT"w-T-w • 7 - SW 118TH AVENUE - TYPICAL SECTION _ Q U. _ � •-' I l 55- � ,- I - - -ss ss _ PC�� \ NOT TO SCALE - 0 < Cn vm DS DS °S 05 °S DS � - Ds-as- -a " C , STORM LATERAL TABLE O 5 SD� LOT STATION LENGTH AS-BUILT TYPE i SLOPE AS-BUILl INVERT ® S-BUILT DEPTH AS-BUILT QQQ U oLENGTH SLOPE PLUG INVERT PLUG DEPTH n+2563 .. . : = PC LOT 1 O _ LOT 5 0+17 LINE 05 43 I=F 46 LF 6" PVC ASTM D3034 SDR 351.99% 2.56X 320.26 320.91 -B:Es- 8.0mv ' q Os Op \ " ` \ w LOT 6 0+56 LINE 05 43 IF 44 LF 6" PVC ASTM D3034 SDR 351.09% 0.65% 321.20 321.03 40-.6' 9.4' /� -- - - - - - - - - - - - - - - - - - - - - - q _ \ - _ = LOT 7 18 UNE 43 I=F 45 LF 6' PVC ASTM D3034 SDR 35 13.74, -322.89 328.54 +38' 7.8' w-W n W • - - - - - - _ ' � LOT 12 MH OSD 40 LF 42 LF 4' PVC ASTM D3034 SDR 35 1.43, 3.36:98 336.35 #.8- 6.0' 1+ OS i4+7s. LOT 13 MH 050 35 LF 37 LF 4" PVC ASTM 03034 SDR 35 7.41% 336.87 338.49 -4:8- 5.95 STORM LATERAL- PC - - OFFSITE MH 05D 35 LF 2" PVC ASTM D3034 SDR 352.00% 335.19 6.5' q I 0 55C (C (TYPICAL)WGG520 q \ 'F �� \ LOT 14 MH OSD 49hF 43 LF 4' PVC ASTM D3034 SDR 35 . NVERIFIE - o NVERIFlE -+8 UNVERIFIED Z W I I I LOT 16 SEE SHEET 32) �, LOT 15 1 +07 UNE 05 25-LF 26 LF 4' PVC AS1M D3034 SDR 35 47.07% 32-&5& 334.38 -1•kfr 1 .2' SEE SHEET 18 q j \� ,7+73.74 q l STORM LATERAL NOTE CW Z) LO W tI $ I I LOT 15 I T Q - RP x 1 ALL STORM LATERALS ARE TO BE OF THE SIZE, MATERIAL AND MINIMUM SLOPE W Z O IL q I I I I I a . \ \ I SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 32). W W W I LOT 11 ALL 2'X4" STORM SERVICE MARKERS & PIPES ARE TO BE COLOR CODED WHITE. > > Z Q q \ /i CENTERLINE CURVE DATA � = JJ a. A=90'43152' 0.CI- G a,' ' R=39.00' G c 00 Z SW 118TH AVENUE & STORM LINE 05 - PLAN /\\ T=39.50 CURB RETURN DATA T SCALE 1' = 20' \\ m / �� CURVE DATA TOP OF CURB ELEV. STREET STATION U r O q . O // L=61.76'A=53.22'41' Q SEE TABLE SHEET 18 J (n / © R 20.DO © SEE TABLE SHEET 18 m U) \ . P.C. _ D L=4658' ' _ q Q PC - 338.54 16+81 .57 LT 14.08 LOT 12 A = 40012'44' 1/40 - 339.20 118TH SIDEWALK CONSTRUCTION LEGEND R = 80.00' 1/2A - 339.76 P.T. = I I T = 29.29' 3/4A - 340.21 17+23.20 LT 21 .03 a - L = 56.15' PT - 340.54 - 113TH En - SIDEWALK TO BE CONSTRUCTED LOT 14 1 LOT 13 BY HOMEBUILDER - 1 i 1 SIDEWALK TO BE CONSTRUCTEDp = 3®9,22• PC - 340.62 17+23.20 8TM 21.03 WITH PUBLIC IMPROVEMENTS SEE SHEET 25� R = 25.00' _ 1 /20 - 340.69 P.T. _ T = 8.73' 3/4A - 340.74 17+36.09 LT 29.78 N 370 370 L = 16.79' PT - 340.79 118TH LOW PT. STA = 14+82.40 PM STA = 16 4-95.00 P.C. = F LOW PT ELEV = 326.77 PVI ELEV = 40.30 PC - 340.79 17+36.09 LT 29.78 PVI STA = 15+30.00 K = 12 1/16A - 340.89 118TH z w m _ PN ELEV = 325.54 100' V 2/16 - 340.96 p o o 360 = 14 360 3/16 A - 341 .04 [n 150' VC ui L6 - n o �- - 4/16 A - 341 .11LLJ n - a o 5/16A - 341.19 w 00 on + n nn r, 9O 6/16A - 341 .26 ¢ m 0 n +n 1> 1 > w rn A = 284600'28' 7/16A - 341 .33 v m 350 ILI J -' II o 350 R = 48.00' 6/16 341.37 .� > a n T = 37.50' 9/16A - 341 .33 > 1 J oN' n L = 237.95' 10/16A - 341 .26 0 g, PROPOSED - > 11 /16 A - 341 .18 CENTERLINE GRADE w 12/16A - 341.11 Ei 0.55% - 13/16 A - 341 .03 340 340 14/160 - 340.95 P.T _ o - - - 15/16 - 340.76 .73 E / 17+35.73 118TH 29.32 _ N EXISTING - - 8.95% � PT A 340.40. 718TH CENTERUNE GRADE 10 PC - 340.40 17+35.73 • RT 29.32 m 330 - - - - - - - - - - - _ _ _ _ _ - - _ - 330 0 = 105043125" 1 /40 - 340.02 118TH 0 + - - - - - - - - - - - - - - - - - - - - - - - - _ R = 25.00' 1 /2 D - 339.54 o m 8' SANITARY 3.81 LF. - T - 33.01' 3/4A - 338.97 16+7761 RT 14.00' 5 ^ Hm E SEWER 2 AS 1M D3034 SDR 35 L - 46.13' PT - 336.30 116TH M' z n m o B' WATERLINE STORM SEINER • 4 u � m, 1 m � Nev o 320 -167.61 L - 320 "E < 0 0 0E g` 29.74 L.F. 1Y• ASTM D3034 SDR 3 STORM SEWER w "" J f s m 12" TM D3034 SDR 35 ® 4. T®e.5s� 258% COMPACTED FILL UTILITY NOTE m ri N Nlnrnn cV / 310 ^w CONTRACTOR TO PLACECOMPACTED FILL TO N z 3 o " n Z Mni M n w 310 SCALE 5' COVER (OR FINISHED GRADE) OVER UTILITY 3 o m z a o N o o I. n n n n z zo 0 10 zo z z vwn ¢ o c:5 a m LINES IN FILL AREAS PRIOR TO TRENCH z " cz o� 12 19 w z ,n z �9 0 o m ¢ n EXCAVATION FOR SAID UTILITIES • m wo v NCH = 20 FEET 1tl II rrMMhh 300 S 300 � a nNn rj f mm .3-. � F H ? � 1 II ] • p0 U 'Q FOR CWS DWG 01 SEE SHEET 30 Inn NIw/! Z V v 3001\^ n z N � WJW K » > fn (� > ZZ Z Z O w w FOR CWS DWG 08 SEE SHEET 30 N w J O w z �zz n�. z N o ^ w = pzzz En . ao � » i > z Q 54685 o O nt1x < wm � � .� N iDOwZZ - Z - - / IS - BUIL T N OOH 11 DKK / � NO ¢ �t 290 I z z z oEL °° N , lit Iz II o 290 wis ozzzz n mhoJ > = > 3- 6 - 15O+ 1 _- " `" 3LAss "B' GRANULAR BEDDING ACKFl CWS DWG 590 - SEE SHEET 32 NOTE SHEET 15+00 16+00 17+00 18+00 19+00 AS-BUILT ORAWININFORMATION IS BASED CONTRACTOR, N FIELD SURVEY, ANDD FIELDFIELDINSPECTOR GATHERED DATA ALL (� INFORMATION HEREON SHALL BE MUD VERIFlm PRIOR TO USE v n SW 118TH AVENUE - PROFILE IN DESIGN AND/OR ooNsmucna+. aF VERTICAL SCALE: 1' = 10' 34 m HORIZONTAL SCALE 1 ' = 20' CITY OF TIGARD CASE FILE NO. SUB2013-00006/VAH2O13-0002INAR2013-00022NAR2013-00023 a V SD—SD SDS-SD SO — O o STORM LATERAL TABLE CATCH BASIN DATA - IRRIGATION SYSTEM NOTE: z " N 0 , j1:',' `- CONTRACTOR TO DESIGN/BUILD A PERMANENT IRRIGATION SYSTEM TO Z LOT STATION LENGTH AS-BUILT TYPE SLOPE 4S-. BUILT INVERT O S-BUILT DEPTH AS-BUILT - �S U G SLOPE PLUG INVERT LUG DEPTH SD CB 020 (CG-2 CWS DWG 300 - SEE SHEET 31) •': :' �•' ':�'�:' �:''•. • SERVICE THE POND & CONNECT TO NEW 1° WATER METER. THE IRRIGATION v v , LENGTH P t0+22.46 118.62' R SW 118TH AVENUE � �:a�:•:•:•:�a{ - `f SYSTEM SHALL BE DESIGNED USING HEADS, VALVES AND BATTERY LL O Q (.3 LOT 23 z^9 -EF 32 LF 4' PVC DIP 33.33,8 NVERIFl -388:&7- NVERIFl } UNVERIFIED _ ( ) - :�:F:• �f OPERATED CONTROLLERS MANUFACTURED BY HUNTER INDUSTRIES. O m W rc RIM ELEV=308.65 pyr STORM LATERAL NOTE 100 INV GUT=304.00 (SW) p O O 16.80 LF. _ Q Z r O o ALL STORM LATERALS ARE TO BE OF THE SIZE, MATERIAL AND MINIMUM SLOPE - w SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 32). 10° ASTM 03034 SDR 35 STORM •• •• PERMANENT i° W O O T w ALL 2'X4" STORM .SERVICE MARKERS & PIPES ARE TO BE COLOR CODED WHITE. 0 14.88% - C5 Ct) WATER SERVICE U_) CC) FOR FOR WO PONDZ r N Q a OpO < 0 H��_z J In O8• X 6' X 2.5' J LnCLASS 100 Q CJ) o ROCK RIPRAP 0 Q WA ER QUALITY & DETENTION PO - PLA PAN 16' DIP �i Q xss — xss — xss — xs� — xss — xss — s — xss� Xss— xs� — SW GAARDE — I —SQ xss xss — gCgLE 1° = 20' U xss — ss f EXISTING B' PVC SANITARY SEWER _____� STREET X t ? . =W m —W— W— W— W— W—W— —W—w— w— — I WATER QUALITY & DETENTION POND - PLANTING TABLE N 13 00 rmil _ 44+� —µIQ r� CL CK RIPRAP _ %W1 %W %W — %W XW — XWT %W— XW 1% i XW %w XW % nx m wCLASS 100 xw - m - xw-� EXISTING 12° DIP WATERLINE B° DIP WATERLINE x m ' TREATMENT AREA a q E yB R _ o. c ° c 8 SECTION B-B LINE WITH --_ -I — xW — xW — xW — SP 1 4� 630 SF 06/SF = rno m m 0 a LL %W — %W—XW — XW —x a EXISTING 36° DIP WATERLINE xw — — XW/ INSTALL CIIAINUNK — xW rn _ 3�7� � E 11 E 0 a.2 _ 2 E E w -`mm PLAN VIEW - GEOTEXTILE �/� .._.. _-- A GATE CWS DWG 740 ' o m Ti g w m 'E $ -g .m u FABRIC uJ Q - — ( Plant Communities a � N _ _ 481% ZZ O —.....—`XL . . - Xr. _.... ._ G SEE SHEET 21) ' - :10B263C � _ _ .....__ ..._ Rossi Sedge (Carex rossl) 945 Herb Mast Sun Plug 6" Mass 3 �{ SD—SD rR D D Slough Sedge (Carex obnupta) 945 Herb Moist Sun Plug 6 Mass W O Cd W SD—SD Creeping Spike Rush (Eleochans microcarpus) 945 Herb Wet Part Plug 6" Mass T"' STORM LATERAL iv �O/� LL ( (TYPICAL) 06?/ TRAgT "B �_ i'ii Small Fruited Bulrush (SCirpus miCrOCarpus) 945 Herb Wet Sun Plug 6" Mass / v , Q CWS DWG 520 3,780 inSEE SHEET 32) STIWNG BASIN 12 I I m ci CLASS 100 O D Ill SEE DETAIL AT RIGHT $ S ' MID SLOPE AREA m z' m 'o -- E ROCK RIPRAP 0. - • 4,800 SF O 0.05/SF = rn o ° c -0 Q Z � - � � � / �' ��,� i •' I I .245 PLANTS E 'H A E E e e "°- SECTION A-A UNE WITH �� l\ / %� \\./ • j�\ � 1° PERMANENT GEOTEXTILE E g- Em p v E m Ern FABRIC G C • /� \ ` �� IRRIGATION METER c ° ` Z Plant Communities s y m LOT 23 � ' — � FOR WO POND ROCK RIPRAP STILLING BASIN U Er Cc W. Clustered Rose (rosa pisocarpa) 123 Shrub Moist Sun 1 gal. 1 .5 ClusterLU O III P Douglas Spimea (Spimeadouglasii) 122 Shrub Wet Sun 19al. 1.5' Cluster NOT TO SCALE N l-- IZ INSTALL CHAINUNK _ z4s j a FENCE (CVIS DWG 740 I LU ° Tree spacing sq loolage x 001; Shrub spacing sq loolage x 0.05, Groundcover 100% aerial cover SEE SHEET 21) c-I Z • Single = distribute throughout planting area. Cluster= group 3 to 7 plants in same area with herb or grass in between. - I I c--I w r� • Mass = plant densely to lorm a single stand of That species in a given area. 0.38' I A > 0.50' SWALE TREATMENT Q E ALL AREAS OF DISTURBED SOILS ABOVE THE TREATMENT AREA OF THE WATER QUALITY SWALE SHALL BE DEPTH DEPTH RESEEDED WITH THE FOLLOWING SEED MIX. THE HYDROSEED APPLICATION RATE SHALL BE 120 POUNDS PER L - - - - - ACRE. I 4: 1 4:1 Seed Mix For Mitigation/Enhancement Area: LOT 22 LOT 24 Sunmark Seeds - Supreme Plus Seed Mix: 200' BOTTOM' SWALE SWALE 2.00' I I I . Dwarf Tall Fescue Festuea arundinaoea 40% 20 SCALE 10 20 r"'f77.;/ _ N ci— ra - Dwarf Perennial Rye LWium perenne 30% t INCH = 20 FEET TYPICAL WATER QUALITY SWALE SECTION WATER QUALITY - DETENTION POND & STORM LINES 01 & 02 - PLAN Creeping Red Fescue Festucambra 25% NOT TO SCALE a m � N s SCALE: I° = 20' Highland Colonial Bentgrass Agrostis capilarts _ 5% �p o N O w z � 0 0 330 330 330 330 w N EXISTING UTILITY LOCATION NOTE EXISTING .GRADE N CONTRACTOR TO POTHOLE THE EXISTING OVER PIPE EXISTING o d o WATERLINES, STORM SEVIER & DRY UTILITIES IN - - - _ GRADE 320 _ - - _ _ - - 320 320 320 a 9 PRIOR TO BEGINNING NY CONSTRUCTION. 3: 1 MAX — _ N LOCATIONS SHOWN HER ON ARE APPROXIMATE — - - - - - - SLOPE o - - 0+00.000 STORM UNE 02 1 _ - - _ _ _ _ - ELEV= 304.07 _ � BASED ON AVAILA LE INFORMATION. _ , � � � ELEV = 299.00' PR OVER PIPEOPOSED � \ 1 ', FREEBOARD ` I E - - \ I 310 310 310 ELEV= 303.07 310 3 LF 4° ASTM D-3034 MAXIMUM STORAGE 1 D+00.000 WO SWALE 1+04.85 WO SWALE I SDR 35 STM O 0.00% - _ I RETAINING WALL - ELEV = 298.48' ELEV = 296.97 12° STORM ! FOR DESIGN mo N - - - _ _ CTION DO © STORM CROSSING SHEET SAE PROPOSED �u °n' n u o 3007GRADE IA 300 300 300 40 � n d O 80 WATER - STILLING BASIN 116.89 LF. m 0 N STORM CROSSING 42.87 L.F. 46.21 LF. SEE DETAIL AT RIGHT 15° ASTM D3034 SDR 35 5 ORM WATER OUAUTY SWALE _ ' , •q a 0 ® 0.518 _ pzoo 6 OB EX 12° WATER - . J2° ASTM D-3034 SDR 35 1 ASTM D-3034 SDR 35 25.04 L.F. SEE TYPICAL SECTION m STORM CROSSING w STM SEWER W STM SEWER U w � I-" W 290 w w O 0.65% 16' DIP z � z 290 �^ i„ © EX 360 WATER - N Lq M F' w m o a v o m s STORM CROSSING w rn w rn ^ O 0.80% ¢ v ¢ w o m OD ISE STORM a 3,-, � a N � = o ° :� s w � � o m _ EDN � Mo POND SECTION A- A s STORM CROSSING O b M�� N 0 u Eq m W ��' • N � W FOR CWS DWG 050 SEE SHEET 30 z J m f "' 3 0 oin N N �' - Z Z N n �+ VERTICAL SCALE 1' = 10' - 280 C1 '? o N z o FOR CWS DWG 250 SEE SHEET 31 � rn m _z m z • ,H rn v N o z II v FOR CWS DWG 330 SEE SHEET 31 " n �--w o w v 280 HORIZONTAL SCALE 1� = 20' m vii J -' uFi o' rli II FOR CWS DWG 590 SEE SHEET 32 z_ 1 1- o z M oN o w " l 0 1 or a FOR CWS DWG 720 SEE SHEET 21 w w m J in) o o rn 0 0 1 �.><L7 �/ •�_y� c+ m � Ojinx 11 II r N • ami tT" '4W ? ? O ONO vim ~ O 2Um � °, m � N oir II 1 ^ r~i1WU > > I O II ll 3 n � a ti O 00 a0 > N �+ � O NNro'u 1 N I Z Z 0 �j� I o 0= JH > F v U Q JON II i- N > - OmR o 3� � ow ZZZZ N it if oco 0 110 N rn , mQiz > II 1 o � n w > >> ,1y 54665 J - O Z m O > N Q N 11 Z Z rn . J O m O O W - - O O r0 Z Z Z 270 NWNO � QN � � ° O, " >> Wn C60 > Z m - O + - ° m WW » > � e ° 270 j U + O W � b u] WK i; NO m Z ac: OmQ O r�0° pU � OW ZZZ O O + N Tip AS - BUIL T nmm + x br X N m l= N W K M LL) 4. - � � � , W12 orn � owm u� .w m + < . m + o M . E O ^ ANN �fn v + m d' N O IA vO + � � i[) OiU r, �'B° GRANULAR BEDDING B O(FILL CWS DETAIL 590 C ASS °B° GRA ULAR BEDDING ACKRLL CWS DETAIL 90 .3- 6— J` - ,1 0+00 1 +00 0+00 1 +00 2+00 NOTE SHEET AS-BUILT DRAXINGS INFORMATION IS BASED ON CONTRACTC)R, STORM LINE 01 - PROFILE SWALE - PROFILE STORM LINE 02 - PROFILE FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA ALL 20 r INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE VERTICAL SCALE 1� = 10' VERTICAL SCALE 1' = 10' VERTICAL SCALE 1° = 10' - IN DESIGN AND/OR CONSTRUCTION. OF a HORIZONTAL SCALE 1' = 20' HORIZONTAL SCALE 1' = 20' HORIZONTAL SCALE: 1' = 20' 0 ^ i� m CITY OF TIGARD CASE FILE NO. SUB2013-00006/VAR2013-00021NAR2013-00022/VAR2013-00023 a O Q O 3 N Z tr 0 0 F [CWi- i hml-. ( , IDLE SD O O O m W K� r COhSTktUC'110h�'n-Stu ale shell be atter-excav¢LLd andfilled to final with amenileil INLET PIPE ❑ O O o- n e o i puler IE= 301 .50 Z r r o < ., < y c I topsoil, To antendmans silallbe ,;erden compnal, nal-mnvenitnnal Fer(drzcr A Q oof �- r- r i (Lr, � 1 amendments, A - W 0_ O r w 2 A biodegradable Erosion ContmOrlaltinjj shall be placed over the tulisail dirmi0out the I1 = (n O (n Swale crass section fablic3hall he held in place inacieladance with the lnatmfachlre/s =111 — - - \ O N '. d Z / r c ¢ c insmllatio¢n�uiremems. Anchor spacing shall be based on 3 fps flow over the fabric. Witt SELr9V AND _ ._.... N . l N ti'nnai o!e N3i145 p LlNekUY WAnR'S..rAGE-rL_VA:CM A. Tteatnimiama .mghdcnsityjuternattiog (Gmjute Pllisnrntbe op mvedequal) `vA CAX 7FW n. .�. 4 .� _ 600 WQMH AFLOW O Q Q ....... ......_m .. r r >; �- - b. All other areas - lowdcneityjute matting(Econoplic orrofher approved equal). 4 _ "9e' °fli'm m O I-- n !�-a' M :3. S inches of caAYC, cxarr .Pm . 1 ,� ..r In 2. R a".fiver run roakshnll0. pincedoverthempttiagevenlythiqughnutlhe T'""ns°r' *' - -^*'""'" 18R SNOUT OIL r Lt. rn C l length rondwidth ofibewale. & DEBRIS STOP - Q Cl) �a z 4. Plant Tinderials:shall be laced in ac'curdana with the plan and Plant table as'Shmvn an - 15"E SD W Q P ' a P .=.• (CWS DWG 260) f-' I--' approved plans INLET PIPE ec O sTdak s=rsn ➢i�< .,� \ \/' / IE= 299.4-0 C { - tis 5. 'lire w:aler ynrality svtnle lnvnlmeart area plamings wn be dcamal °snbstanhally tumplcle" a ItAa um _ / �� w 16"E SO j U ' 1 � / /� . once active green growth hesoccurred loan average growth of 3" and plant dcositl•iron ( .� ;, Est malon To wAu .,rN OUTLET PIPE r e srAY FR snam assm a " 1 e < < avengenfmppms_ 6planls (nda im mt l Mein plugs.or equivalent) per squire foot ,; uAw q+ z' ala srNeccc IE=299.20 3 ,�. az - atEB eNA Nm sTNMEss t_ .b. The facility shall he deemed acceptable to begirt Themaimenance period when plaru grolnh •� sTm Axa,orts uumlUY or /O f and density matches the engineers design as shown on the approved plans and all other `T "- z as ' ecu n requirements have been met. The en ineer mtlsfcertif The facili to be functimml,.ill n_ - o. -<~ z '�z ro:� accordance with theappawed plan:deS,gn to be},rin the twoyemirmimtenance period- - C U _j W ! w ;;' ` PLAN U) J w . zN t- . z�Yjc cw God a < - AIALNTFNANCf :- L. f A• ' .. 'a :: 1 • a : I- 1 LJO V — r U W II UR' 2 O ' U `! Q r c a iiZ. —•1 � a m L! 1 The ji mritice is responsible for thcmaintcnance of this facility for a minimum of two ycros SECTION A-A z „�/ / ¢ 1 - followingwilslnclionandntr:cptauccofdlisfacilityperLhapter2. CLAMP DETAIL Z Q �' � > �n z r � zE<�1"Y < 2, ltrigatinp is In hepmvidM per separate irtigaltoq plxnac appmvcd., - AJOH[ns Fli NPS5-1i OR - LU l� z _ NOTEI 2iLL Nota Yrigatlan needs are t° be mat ue}g a pvmmml h= wAan with haler brand bomb and �z°-{D' siNrarss sra ` .__. 1 'a �oa '; battery alpuatnd °onhgai. Sptnu ehauld be wldsdded dsig the wet warn b San img�Ay and UT. ; SEE STORM DRAIN PLAN _ r. ......_C . .... - guard against damege:From.Crcezingicnt(rratures: Water source-shall bet as shown on the INSTALL 60" ABOVE FOR PIPE W a :rte _ a > . . �z." E approved plans. . • CONFIGURATION O f -rte. DIA. W.Q. MANHOLE jL�, � , . � _ rt' S . c n• a �ga 3. Fmgincir or Owners Representative is to visit and evahmle the site a minimumoftwice _ CWS DWG 250 J eonnally:($pnne and.F¢II). The landscaping Shall be evaluntedond Teplantrd ns necvdary: fUrEa: Icc . . p MNAIM VG PIPE AND i- SNAL.. B4 4', 6", OR F- AW4A C-3DD m .ASTk 3034- F-IC,Mv i L---. ✓ -� 9 �" € � "�• 4 to minimum ofRO;� survlval ,ale oCthe required vegetation and tj0ia¢Caial ' _:N_ EZ� vARGE+t THAk ^+12 aot'ernge Non-native, ltrvasive plant speciashall be maluved when occupying more than 2: VAMMUM 09,PCE OF II 'C . SKALL M6 MI ft R. .L 3 5"RI CTI Rr.3 SHAT. COWORN v STANniYn NRAWN", NO. '0 DIM, INICr 'ro Qs e - 2"Poftheslle. ' - 2 s 1 z�` 0 a. 'RAME R4D GW%TE' S AL CONFCRd TO STANDARD DRAMNG `C 4JJ. DITCI r':.ET FRAME ' 6D" r�( < W vW4. lite facility shall he retxcavnl-d and planed if siltation greaterthan 3 inches in depth AND GRATE, \J occurs within We two-year draimenance period, 5. PLA-IF AYJ GJIJb SIAL . B S._ WRFC FLllSF A A,kST -1tiALL G T ,' TVRE AS APPRWED • , 10" INLET ( in - - y r_. y _c S. VANTAr,AY✓- A C S5 YC- n4E� 10 Y- 'HN C OF CiNTER or BOH STRUCTJRES _ - �/ cc c, r "n .ems i, =-a; A13PROYAL Or IEFYAIE STRUCTURES SEE SE(.l1Oh 1.17. IE IN-301 .50 J W 16" OUTLET . PIPE WATER QUALITY SWALE r SNA Cis , J / ,_` !Y al��/1L 4 CONSTRUCTION & MAINTENANCE NOTES jaeanj%�r " Services OUTFLOW CONTROL `� LE. OUT=299.20 IE "ININs.ao CaeanWWsr ServicesSTRUCTURE GleanWaler Services M RCv15rD t2-D€ L'17AIL tiG /1D RF.1�n .ta-ca . . Dues®imn[ta Bleu. I GRAY? G G. 700 Om evndmevt iade.t. iEi�SEC n .vr nmmlf.evtL encu _ N _ _ CAVAN^o 'NO. 720 1 e INSTALL 1BR "SNOUT ro _...._..............__............_.._..-------- ---- -- - --- ----.._-- r .. AT END OF OUTFLOW PIPE (CWS DWG 260) 00 ? 1 m �_------ - SUMP ELEV=293.70 ' z Y . o F 4 (n U 1s "AaePS 5 Fl WAIT cK CA8Lt A IAM--"/@ a1LIF 4 PA? ANO " Z W > mXMRL AS a n SA% aacA`+.r ' SECTION A— A o SLOT y:NL M `IM U WALL E Vr TO til l R sc J .'YS' CER1ERlll fff Ar a aE ma - Fm" Li16 f:F.._�'C y, _ - - In W RA AIM -GA 51E O 2 °AY,rA 11AoV �(� {�]A e�.p� /�T T.T 7r�{� '`•�7[� T � LLi5 M HLIY Yi- SWC a, 6 STA-SEES �,"E£i c �- $ � r I '� Ul/ nAl� L/V l i MOHOe -r' �' O NOT TO SCALE 3 !art� stil bi own Siff. J.5' Y s z 5 3 s X _ ORM INV MEV = 2B7.60 SPA1fk WU Jtt" FaY NV11 .[K P . = r FAT_ 1F1d11E 5 ti/4' z 4 'C. -A ` ? rl N S _ _ zd i I,�I 9, e rt' e=S.aid aF Ln 4 s4' D 5 A ' u C. Ty'Z ¢. Y ,� w c _ 000 ° z _ r " e a ,� A S — BUIL T � aO � E o /r €• l'nr=, _ J 5 - _ J- 6- 15 _ E e u. F I-. J• 4 0: A-.t .C-.0 a 6 O O .P.. = 5 = �J = NOTE " r i € AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, '�Li 4 y' ,i �i � t mm own - -' - FIELD SURVEYI AND FIELD INSPECTOR GATHERED DATA. ALL � m m i - - VERIFIED PRIOR TO i O ° of ° t I STs S•; _ IN DESIGN AND/OR CONSTRUCTION, m a l ' USE f 1`l I Y was cicr P.AT Cl4-9!ALL PT 5-x '3 & ` �I ti - r -D)TT k GIAA_aJ 1l ` va 'J". =lit C,.•'r r.JUi: y, - I ¢ o.. L'�z c V 1` NOTE WM A' SFL APD\t.Cdv:Xrn t FU: ,t ^65 N N:AKwS Fs .a - 2T r �-D raA 5Al t 4C-R S aF➢LL4U} A:Si^M 5 A 9 -G MATCNP Ai_ �kl; - ::.j ` .A 1 auvhF55. c cE, Ulu N.IONS rcu H k TERIAI _WiH x WARa 11u'ar, -S� O ORIFICE PLATE `vHAIN LINK FENCE � z� ��P AN��P�' AND GUIDE �� Services fi, \I ,D, GATE QeanWeler Services ♦rtnmiafevlLdea. .0 eenui�ml h clear. owes ,: a I RAV NG NO. 730 nrysEi� 12-06 U!iA1}sNC NO %40 v,-v5E„ ➢s SHEEP 0 SCALE - ni N -.__.:.__........._........._.....__.............................._.-............._.-_._:_- 20 0 10 20 G 1 0 N OF a 11NCH = 20 FEET < 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021NAR2013-00022/VAR2013-00023 a N O O o O O N N Z (5 cn 06 O I I I I CATCH BASIN DATA 00 o Co w & x ; p 0) 0 0C o TAX LOT SD CB 07D (CWS DWG 010) I I I 2S1 108A 1 +34.28 8.50' R (PRIVATE STREET) Q z O w GRATE ELEV=3}538- 316.27 W 0 O r w lOff INV O 1400 - N SCALE - 13.50 LF UT=31@55- (E) 310.63 z ; OD N - i 1 w _ zo o io zo Ld ® i-33X2.79Y.100 -ASTM D3034 SOR 35 p O Q (-� I I I I V SD �- - - SD SD SD—SD�SD� SD ' SD S N 1 INCH = 20 FEET J m 0 P: rcnLLI Q y' rX LL co 0 XW a W _3 i — - - - - - - - - - N — _ LLJ Q O ~ _ cc I II Il 1STORM LATERAL TABLE �1 w I 15' PRIVATE STORM U 3 XII I AS-BUILT S-BUILT INVERT ® S-BUILTDEPTH ® AS-BUILT x I DRAINAGE EASEMENT LOT srnnoN LENGTH TYPE LOPE TO BENEFIT LOTS 1 LENGTH SLOPE PLUG INVERT PLUG DEPTH - MOT—1 4 8 UNE 07 24 LF 26 LF 4" PVC ASTM D3034 SDR 35 7.93% 306.47- 308.05 -fr.M 6.45' THRU 10 I x x X X I I I LOT 2 1+33 UNE 07 30 LF 32 LF 4" PVC ASTM D3034 SDR 35 5.72% -312.79- 313.86 6.23' LOT 3 MH 07C 33-LF 34 LF 4" PVC ASTM D3034 SDR 35 9.26X 3188-Fr 318.90 -4.r 5.30' TII „ II a II LOT 2 STORM LATERAL NOTE.LOT 3� ALL LATERALS ARE TO BE OF THE SIZE, MATERIAL AND MINIMUM SLOPE osx Sox II I � LOT I SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 32). (� ALL 2"X4" STORM SERVICE MARKERS & PIPES ARE TO BE COLOR CODED lexI x I x II WHITE. WC - W 2 w JSTORLARAL (TYPICAL) LL (CWS DWG 520 w O 0 SEE SHEET 32) O O w m q — - - - - - - - - - — TO - - 0 J 06 m I 3 PRI ATE _ C X I G S L7 G ss - - - - - xx � g X /� �` / / / —{—Gs s os _� as to�� - - ss�ss • TRACT = /-1 J — 13UIL J Cot x w 3- 6- 15 cn x I O 0 n �i (9 x x xIu} � NOTE x 1 AS-BUILT DRAVANG5 INFORMATION IS BASED ON CONTRACTOR, SEE SHEET 16 FIELD SURVEY. AND FIELD INSPECTOR GATHERED DATA ALL 1 I I I TAX LOT TAX LOT INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE I I II 2S1 10BA 2SI 10BA IN DESIGN AND/OR CONSTRUCTION. Y 1600 1700 W Z STORM LINES 07 & 08 - PLAN o SCALE 1" = 20' N y I 0 0 R N ¢ o S vuj m 330 330 330 330 s EXISTING UTILITY LOCATION NOTE PROPOSED GRADE ExlsnNc GRADE - A - ,t CONTRACTOR TO POTHOLE THE EXISTING WATERLINES, OVER PIPE OVER IPE 8" SA STORM STORM SEWER CF OSSING PROPOSED GR DE & DRY UTILITIES IN TH AREA OF THE PROPOSED ANITARY SEWER _ OVER PIPE 24'66 L.F. N m 6" ASTM D 034 SDR 35 STORM - - o¢ 320 — 320 320 EXISTING GRADE 320 _ HEREON ARE APPROXIMATE BASED ON AVAILABLEINFORMATION. _ — o 9 OVER PIPE 44. 5 LF - - - 12" DIP STORM _ — - - - - - - - - - — �/ - 310 — 310 310 - - - - — 4.86 .F 310 / W $ ASTM D3034 SDR 35 ST M o 1 w 35 STORM w n a ® 0. - - — 4 SO Z n rn vi 12 ASTM 0307 W J O O < NM z °Q 54.28 LF 56.25 L.F. 91.65 LF. o 300 - B � O g'217. M m 6" ASTM D3034 SDR 35 TORM w r w" 300 300 6" ASTM D3034 SDR 35 STORM 6" ASTM D3034 SOR 35 ST M o ® 1 337. rn u� m m m w E qO EX ELEC & GAS - C i< 0 z -' �' � � w J 0 w H rn - 300 g o T "m1' P o STORM CROSSING _ -' Z Z umi N � '�" a m p o n e o © EX 12" WATER - ri o a = m _ ¢ m r o c1 1D N u o m 3 h o M N FOR CWS DWG 010 SEE SHEET 30 `� r e STORM CROSSING m ¢ + > z o _ € - �`+ �O `r w o v FOR CWS DWG 500 SEE SHEET 32 0 00 11 oma" o m N M r > 290 290 �° o o v l li 290 3 m 290 © EX 36" WATER - W m m n '� Mo N Z - rn n v m a 0 o o W - STORM CROSSING `Ong n a o � ff o + + �. o o N g n � � o ' 'ten I ED I ED o I H" n O w � N m rn ¢ mom 3 m N m n z FOR CWS DWG 010 SEE SHEET 30 o a z z.J roi w 0 1D z o 0 o n w o + + �? a '" M M N i o w FOR CWS DWG 590 SEE SHEET 32 o u II w M M o_J > J My f` m W O m II U] A O w Z r'-'I m Jzz 280 280 280 o °° — — z a — 280 J O N F Vv II t -c 0 0 0 v O�1 > Z Z_ O O �' m IU (O ID i0 i0 . m O Z_ O W — v� M II I YJ Z V ONfV IyJj > Z Z o A _Z _Z > h N » Z — ON � J » — N mwZZZ O + + •p �a NN - .(F]� �^S3} N N O < .10 w Z Z in p �- 4 7 a N N - O O K m - �5`_ f1bIN[ET �✓ o 27D v + � 27D 27D CLASS "A" BEDDING CKFlLL (CWS DETAIL 590 SEE SHEET 3 270 54665 o M + + r _ NN X C)v O N .- K .- � W x j W �I d SS "B" GRANULAR BEDDING BACKFILL CWS DETAIL 590 '4y ,�fiEf 0+00 1 +00 2+00 2+60j n 0+00 1 +00 2+0o STORM LINE 08 - PROFILE cBANIE► �P g N EVR4 12 T 5 I STORM LINE 07 — PROFILE HORIZONTAL sSCALE:11' =126 SHEET - VERTICAL SCALE 1" = 10, 22 HORIZONTAL SCALE 1" = 20' OF 34 W CITY OF TIGARD CASE FILE NO. SUB2013-OOOOBIVAR2013-00021/VAR2013-00022/VAR2013-00023 a N 0 0 0 o N Z d c/) 06 Q AS - BUILT 0 0 Lu w 0o m o w OR < Z °' � 0 3= 6- 15 wOor. Fn c, co 0 NOTE Z > T N AS-BUILT DRAVIINGS INFORMATION IS BASED ON CONTRACTOR, Q O < (� - c FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA ALL INFOR ,A"N HEREON SHALL BE FIELD VEPoFlEO PRIOR TO Um _SE J O G IN DESIGN AND/OIL CONSTRUCTION. Lo U LL Lu Q O O ~ � XQ U TAX LOT 2S7 10BA TAX LOT CONNECT DRAINS FROM RETAINING WALL 1200 2S1 IOBA TAX LOT N g 1100 TO STORM LINE 2Si 1pgq TAX LOT w 1000 25BA 900 U)—Y N SD—SD— I - Z SD—SD--Sp SD—SDw – SD—SD SD--SD—S7)_–.�.__� SD so so—� 3 I w C3) L - - - - N - - - - - —sD— TAX LOT o _I - - - - - -- - - - 251 IOBA LOT 2 LOT 3 LOT 4 LOT 5 - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 3900 W w LL - - - - - - - - - _ _ _ LOT 6 15' PRIVATE STORM LOT 7 LOT 8 LOT 9 I O Z 0 DRAINAGE EASEMENT LOT 10 I 0 J x TO BENEFIT LOTS 1 THRU 10I I � O z I U PRIVATE STORM LINE 09 - PLAN J cl) a. SCALE 1' = 20' z■ m D an SCALE 20 0 10 20 _o " - 1 INCH = 20 FEET ¢ w € w 350 350 o " J p F z 340 340 0 0 w CWS DETAIL 010 IS LC CATED ON SHEET 30 v =f PROPOSED GRADE CWS DETAIL 500 IS L CATED ON SHEET 32 Lli s N OVER PIPE i w / � so � < m 330 330 w z o EMSTING GRADE OVER PIPE / a N - - - - - - - - - - - , - � � 320 z o 320 - - - _ _ _ i T _ – c _ _ _ _ _ _ I J 3 — v 310 - 86.27 LF. 31 D E rn 94.25 . 94.25 L.F. 0 6' ASTM D3034 SDR 35 ST RM F. - m m rn rn 0 0 6' ASTM D3034 SDR 5 STORM o ® 1.33% 6� ASTM D3034 DR 35 STORM w ® 133% n m m E w W � m ,NnN °u O J 300 u J JM e O ma W b D O O � o z o z � ui z o 300 Q � n n° O w F,N N O v o N V l O �. vJ Mv O, N v m m �m M n n - 'nC) m o . nom ,JXi o 0M IA o _ I�nl on onn � � LL ; 290 CCii o 290 > zo D - 7mm OI� J » » C6 > >o � '•' zz - zz m zz - ++ a' b v - CLASS 'A' BEDDING/BACKFILL CWS DETAIL 590 SEE SHEET 32 0+00 1 +00 2+00 3+00 4+00 5+00 5+25 o PRIVATE STORM LINE 09 - PROFILE 5� 1 VERTICAL SCALE: 1m = 10' �y ssea5 o 0 HORIZONTAL SCALE 20' BANIE�� a V FL19ES 12 5 I SHEEP m Ei N 23 OF 34 - CITY OF TIGARD CASE FILE NO. SUB2013-000061VAR2013-0002VVAR2013-00022/VAR2013-00023 , a N CONSTRUCTION NOTES: CONSTRUCTION NOTES: O d „ 0+08.99 0.91' R 0+34.98 LOT 24 - I �, 0+09.00 5.14' R p TRACT B 1 $ CONNECT TO SAN LAT INSTALL DRIVEWAY 0+� � O CONNECT TO SAN LAT CVciS O z 16 INSTALL SS CLEANOUT ! , 1 INSTALL SS CLEANOUT ENTRANCE FOR LOT 24 BEGIN PRIVATE DRIVEWAY u LOT 23 END PRIVATE DRIVEWAY I I E O (CWS DWG 500 - SEE SHEET 32) - 20 17 I m (CWS DWG SOD - SEE SHEET 32) > LL O Q -RIVEWA0 , . � 4" INV=303.96 1 a � y 4" INV=312.92 > m W � I BEgN PRIVATE DRIVEWAY '� . END PRIVATE DRIVEWAY - - - , I Q O O 5 1 4 3 •' ' 96 LF LOT 21 1 I 75.65 LF. O 0 N OD 2 1 ( 2 4' ASTM D3034 SDR 35 - 11+W 18 T' = 17 4" ASTM D3034 SDR 35 Q z r 0 ■ 10 - - - - - ' jF. 0 13.30% -1 - - - 21 _ - I ® 13.72% W 00 O T Q 1 -Q I r4 Z -1+04.75 0.91'R 16 • c-I w 0+84.65 5.14' R . O CC 8 - - 12 7 11 6 r-1 j O INSTALL SS CLEANOUT L - 24- --. 19 - _ Q I 18 - 4' INV =323.30 (MARK SNB) Z >_ r Q 14 9 13 I (, , I y N Q (CWS DWG 5DO - SEE SHEET 32) - 27 26 23 I 22 j ., 0+09.00 2.14' R O Q 4" INV=316.70 CONNECT TO STM . LAT FI LOT 22 / LOT 24 1 .J m O x I LO 95.76 LF N LOT 20 LOT 19 I 25 _ 1g INSTALL SO CLEANDUT Q T v LL. PRIVATE DRIVEWAY - LOTS 22 & 23 - PLAN ® 4" ASTM D3034 SDR 35 (CWS DWG 500 - SEE SHEET 32) < �Q] 0 SCALE 1' = 20' 0 15.00% ;1--.- _ _" ... - !. 4' INV=314.44 Lu Q O �• ` 1+42.93 0.91' R 75.65 L.F. Fr- 350 350 4" INV =322.43 (MARK STUB) PRIVATE DRIVEWAY - LOTS 20 & 21 - PLAN 2p 4" ASTM D3034 SDR 35 'J 0 SCALE: 1' = 20' 0 13.30% Qx 0+08.99 1.59' L m CONNECT TO SAN LAT 360 _ 360 0+84.65 2.14' R O 'INSTALL SS CLEANOUT oo io _ - N 2t 4" INV =324.50 (MARK STUB) -+ "N> PVI STA = 0+34.09 (CWS DWG 500 - SEE SHEET 32) ai oo PVI STA = 0+34.00 3 340PM ELEV - 340 4" INV=304.18 + M PVl ELEV = 323.86 0+09.00 2.84' L It II K = 4 a K = 5 o CONNECT TO SAN LAT w CD 50' VC 95.76 LF. I� 50' VC 22 INSTALL SS CLEANOUT N w rn w rn r7 O 4' ASTM D3034 SDR 35 350 F o ro 0 ro ¢ 350 (CWS DWG 5DO - SEE SHEET 32). Z (n m m N '^ 0 13.18% N "' m oo'• r�i 4" INV=313.62 in O V) m m In N O N 33O - EXISTING 0 n o o ' 330 1+04.75 1.59' L c3 I PROPOSED o o+ n = w 75.12 L.F. Iii L. W Co a EXISTING II 11 0 - CC Q j II > II > o INSTALL SS CLEANOUT CENTERLINE GRADE II It w ": 23 4" ASTM 03034 SDR 35 G w CENTERUNE GRADE 5 w w + „� Q (CWS DWG 500 - SEE SHEET 32) 340 - - - - - - CENTERLINE GRADE w w om `" 340 ® 13.15% LLI W WLL � \ a o_ o RIM=322.77 > > O - - - - _ _ a II 4" INV =316.80 0 > 24 0+84.12 2.84' L cr 15, - _ _ _ ¢ o w O 4' INV =323.50 (MARK STUB) O �' 320 PROPOSED o w - - 320 17.56 LF. 12. - - - - � Q CENTERLINE GRADE m C6 O 4' ASTM D3034 SDR 35 �9' - 0+09.00 5.84' L 1:3 015.00% 330 330 CONNECT TO STM LAT W 06 25 INSTALL SO CLEANOUT �• - uj 10 1+22.31 1.59' L (CWS DWG 5DO - SEE SHEET 32) z 00000000 4' INV =319.43 (MARK STUB) 4" INV=315.11 r , > Q 1 +50 1 +00 0+00 0+08.99 4.09' L z.oD% 75.12 L.F. :..1 PRIVATE DRIVEWAY - LOTS 22 & 23 - PROFILE CONNECT TO SIM LAT 2s 4' ASTM 03034 SDR 35 tt INSTALL sD cLEANouT 1 +75 1 +00 0+00 ® 13.17% m � VERTICAL SCALE: 1' = 10' (CWS DWG 500 - SEE SHEET 32) D 0. HORIZONTAL SCALE 1' = 20' 4' INV=305.91 PRIVATE DRIVEWAY - LOTS 20 & 21 - PROFILE27 0+84.12 5.84' L O 95.76LF VERTICAL SCALE: 1' = 10' 4" INV =325.00 (MARK STUB) 1 12 4' ASW 03034 SDR 35 HORIZONTAL SCALE: 1" = 20' 1+35.28 10.00'R LOT 2 LOT 3 LOT 4 01o.zzx END CURB & CUTTERr 1+0 4.09' L - TC ELEV=315.72 � INSTALL SD CLEANOUT CENTERLINE CURVE DATA T - - _ - - - - � - 13 (CWS DWG 500 - SEE SHEET 32) _ z - - - - - - - - RIM=322.82 NORTH - o j b - - - - - - [i=23'13 52 4' INV-315.7 ® R=38.00' w - - -- - - - - - T=7.81 ' 2: 2 1. . ! •: - - - - - 17.56 LFCLEAR B' B CLEAR p w , 14 4' ASW D30M SDR 35 L=15.41' ZONE LOW PROFILE ZONE a 11 015.00% MOUNTABLE CURB PER (` L0 u N Z. s +s 1 I+00 0+15.41 PT \ ODor DETAIL RwoD L MOUNTABLE CURB do GUTTER Z w sr. GS _ _ OOOT DETAIL RD700 C) o �' •• • - O ' W_��_ W- 15 1+2231 4.09' L SEE SHEET 32 SEE SHEET 32 _ N > ---0 ' TRACT A - 0+00.00=PC t' �1 O 4' INV=318.33 (MARK STUB) ::it : f - 2.50% W a i .`� - - 2.SOXcb 1+35.28 10.001. - KIN -111 END CURB & CUTTER SIDEWALK CONSTRUCTION LEGEND Ilrlllfl� l II II ' TTI-III-III = 1 =11 IIF - I I : °, EI TC ELEV=316.37 \\I/j J i _ _ STORM LINE 209 1 SEE SHEET 21 1 �- SIDEWALK TO BE CONSTRUCTED T : i-i i (-F-- T r-i : •- k' m TAX LOT TAX LOT BY HOMEBUILDER }\-: o 2S1 10BA 3' AC. INSTALLED IN TWO LIFTS 2' ((�4=0) LEVELING ROCK OVER 1600 231 10BA I SIDEWALK TO BE CONSTRUCTED 1 1 7' (2'-0) CRUSHED ROCK BASE 1700 b OS WITH PUBLIC IMPROVEMENTS TOP UFT OF HMAC SHALL BE COMPACTED TO 92% & 12" COMPACTED SUBGRADE z •` BOTTOM LIFT SHALL BE COMPACTED TO 91% OF RICE TYPICAL SECTION OF FLAG DRIVEWAY FOR PRIVATE STREET - PLAN DENSITY AS DETERMINED BY AASHTo r-zos LOTS 20 & 21 AND 22 & 23 } SCALE 1" 20' GRANULAR BASE ROCK & LEVELING COURSE SHALL BE NOT TO SCALE - 9 CURB RETURN DATA COMPACTED TO 95% OF MODIFIED PROCTOR AS DETERMINED - 360 360CURVE DATA TOP OF CURB ELEV. STREET STATION BY AASHTO T-180 0 n P.C. = SUBGRADE SHALL BE COMPACTED TO 95% OF STANDARD 11 PC - 319.79 1 +02.67 RT 10.00 PROCTOR ASTM T-99 OR EQUIVALENT. oo m r `N' PVI STA = 0+20.00 A = 59'43'19" 1 /4 - 319.31 - 1y�-� Rn ; � m D N / PRIVATE STREET R = 17.00' 1 /20 - 316.64 P.T. _ P L Iln�(I o Q0Na a o PVI ELEV = 326.82 T = 9.76' 3/4A - 318.41 PIL � � ' n 0 350 r 350 L = 17.72' PT - 318.04 PRIVATE STREET 26 a6�"m8 i F 40 VC . � . 10' 10.5' SIDEWALK PUE w 0 � w E ' C; m o t6 EXISTING EASEMENT s rc A R s = + n + 'Ni - GRADESTANDARD CURB C v3• a k' LL �- j 0 0 2.5 (C.O.T. DWG 125 L LOW PROFILE 340 o m 1 340 SEE SHEET 28) MOUNTABLE CURB 0o mN w _ (O.D.O.T. DWG 700 o+ 10 a w w i - I SEE SHEET 32) PROPOS D + n II 2:1 SLOPE m - II I� G -.- - % - 2.DD% CENTERLINE RADE 1 ' vEDW zso 330 N EXISTING ~ J 330 n p / / / T z.00% w 1.00% AS - LJV �L l - + " CENTERLINE GRA E v' �' - -1 I I=I I I-I = I _�.�.:+ . �_ �_ ' _ - - , , o n , ad Ed - - - �+ - IrIF_ I . :IIf ,TIC,: : „ G(c.o owcizo ^54"6W85oO 3- V - / S ) SEE SHEET 28) 1 m w _9.50% .5 2' (��_-0 LEVELING ROCK OVER 3" (2 - 1 1/2" LIFTS) HMAC• LEVEL 2 AV 320 m m - 7' (2--0) CRUSHED ROCK BASE - c0v 320 NOTE 12' COMPACTED SUBGRADE W15 FlE10AS-�8LURVE7Y AND FIELD INSPECTOR G TMA VANGS INFORMATION 15 �m D�ANrti AL 1CAL SEcSERVING LOTSTION OF PRIVA E ROAD �INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. NOT TO SCALE SCALE 1 +50 1 +00 0+00 20 0 ,o zo SHEET N PRIVATE STREET - PROFILE INCH = 20 FEET 24IN OF VERTICAL SCAIE: 1" = 10' < HORIZONTAL SCALE: 1' = 20' 34 ' CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-Do021NAR2013-00022JVAR2013-00023 a N O O o O N N Z o ce) 06 O � LLo < (D 000mW 360 360 0 AS - BUILT < Zrr O, 0 - - - - - EXISTING GRADE - - - - - OVER PIPE - W O Or w 350 - 350 3— 6- ' 5 rn OD N STORM 3EWER � - - PROPOSED GRADE Z > r Q ® 10. ax - - _ - - - - - OVER PIPE NOTE O Fn doe C3 'z` ASS D 0 5J (,F \ \ \ FIELD AS--BUILT URVEY, AND FIELD NSPECTOR GATHERED A11ON IS BASED ON D TA ALL a r' LL 340019.1340 INFORMATION HEREON SHALL EIE FIELD VERIFIED PRIOR 7O USE Go 4?�R JSSTORM IN DESIGN AND/OR CONSTRUCTION. Q u O - � w g 113.52 L 0 z W12' ASTM D3034 SD� 35 STORM 330 s� w N m M ® . 4x 330 W � 0 >OW < O KEN J W J O m O z w [2 - O o0 1� n m m M w M7 320 0mm = — m z w < o FOR CWS DWG 010 SEE EET 30 °^ n M M n ^ 320 r^ I- m � d o 0 0 o II z_ 3 � 0 3 z vJ "21 Z3oww U0M m nw > �ww � ao0333``: " O � ZHNm W p N MWS KJ � MU � 3 vvvZ OX � IA I") OF D 11 F m � e WWF �i Z 310 ow = W > ym Cl - 0 o + � N ` N � � ozJ ^' 'j( ~IF IF IF 310 1_u 'o woo ¢ » � W O W N ON - - N > W Z Z Z — Z T mo + wotL � ¢ W' n,, a � oaw0a � » z > z LL � Ixoom � m - N o, o �ILP mo �" zz_ — z `/ p n + + M < zWs N • N Z O' BOND: m G mit �N � RY O _ r1r - CLASS 'B' GRANULAR BEDDING ACKFlLL CN5 DWG 590 - E SHEET 32 � 2+30 2+00 1 +00 0+00 cId STORM LINE 10 - PROFILE 0 Z VERTICAL SCALE 1' = 10' U r 4 HORIZONTAL SCALE: 1n = 20' -� C/) 0 . - m IL LOT 15 -- z rAX LOT LOT 14 A SW 118TH 2S1 10BA T AVENUE / 10400 SD MH 05LLJ cP uJ •a cp / E ,SD�15D D 3 a I SD _ _ - -F _ - - — \ @ z CONNECT NEW STORM LINE TO EXISTING I - - _ '• 3 � STORM LINE. REMOVE EXISTING BUBBLER DITCH INLET & PERFORATED PIPES. / SD MH tOB a CONTRACTOR TO COORDINATE CONSTRUCTION WITH THE OWNERS OF TAXLOTS 10500 & TAX LOT 10600 AND WILL RESTORE THE PROPERTY TO 2S1 10BA 1 / s BEFORE CONSTRUCTION CONDITION.THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY 10500 j / 11 �� \ ,J < . - � o N EXECUTED RELEASE AND WAIVER DOCUMENT TO LOT 13 THE CITY FOR EACH OWNERSHIP DISTURBED BY I / �� ' ° � oN CONSTRUCTION ACTIVITY, AS EVIDENCE OF / LOT 12 � £{ o DISTURBANCE RESOLUTION AND OWNER ro o SATISFACTION. - - - - % a oo e a - — XSD —XSD — %SD / LOT 11 x = m SD MH 10 % � w / � m o s 0 T N TAX LOT 2S1 10BA 10600 ■N ^�5465 oro, SCALE n 20 0 10 20 STORM LINE 10 - PLAN NCH = 20 FEETiC yIl P SCALE: 1' = 20' - BANIEE� w wase 12 JI 5 SHEET s 25 N N OF a 6 34 CITY OF TIGARD CASE FILE NO. SUB2013-000061VAR2013-00021/VAR2013-00022/VAR2013-00023 a SIGNAGE & STRIPING TABLE O 10+41 SW 118TH AVENUE I I STREET TREE TABLE c:) N INSTALL STOP RAR OA _ 12+00 34'R SW GAARDE STREET 13+03 17'11 SW 118TH AVENUE CSI Z o ...._ ,_. - 1 INSTALL 20 MIN CALIPER - 5' MIN HEIGHT ® INSTALL Y MIN CALIPER - 5' MIN HEIGHT U) 0 O 10+41 171 SW 118TH AVENUE -T"T _... - - HEDGE MAPLE (AGER CAMPESTRE) YEIlOWAWD KENTUCKIA)NOA)O INSTALL SIGN >12+50 34'R SW GAARDE STREET 13+23 17'R SW 118TH AVENUE > LL Q Q B 1 5 6 .. ..,T_..... _.....—._..—....—....�_._ O 29 INSTALL 2• MIN CALIPER - 5' MIN HEIGHT O O Q 10+48 16'fl SW 118TH AVENUE -I �� __ ___- _ - 2 INSTALL A MRI CALIPER - 5' MIN HEIGHT Q coC5 LL. ' HEDGE MAPLE (ICER CAMPESTRE) YELLOWWOOD (CLADRASRS XENTUCUA) Q a am 14!00 W �i�74R-®E SSR 13+01 34'11 sw GAARDE STREET 14+02 n'R SW 118rH AVENUE Q z r T 0 INSTALL SIGN 70 INSTALL 2' MIN CALIPER - 5' MIN HEIGHT O w O Q W 30 INSTALL 2• MRN CALIPER - U MIN HEIGHT r w /n-\ 10+58 16'R SW 118TH AVENUE - __ 5 I IBI IKI �y MAPLE (AGER CAMPESTRE) EI(Oli YELLOWYEOOD (CIADTASRS KENTUCKIA) T C N �t� w INSTALL SIGN 3O — G _ V HEDGE .. :! _ O INSTALL 211 MIN CALIPER GAARDE S�5'MIN H 31 INSTALL 211 MIN CALIPESW 118TH R MIN HEIGHT z � T Q A _ 8 - - - — .— HEDGE MAPLE (AGER CAMPESTRE) YE110WYAOD (CLADRAST KENNCIDA) O Q O 10+05 16'R SW 118TH AVENUE 1 2 d C — - -- -- - 13+73 34'R SW GAARDE STREET 13+87 22L SW 118TH AVENUE Q Q O VW TRACT "B" B 1 O INSTALL 2' MIN CALIPER - 5' MIN HEIGHT 32 INSTALL 20 MIN CALIPER - 5' MIN HEIGHT J m � 2i INSTALL SIGN 20 b aaaaaa •-.._ 9 __ - 10 _ 11 HEDGE MAPLE (ACER CAMPESTRE) YELOWYAOD (CLADRA5115 KENTUOOA) 'J Lo LL mm; • �/ N� �N y D 1 , 14+08 34'11 SW GAARDE STREET 14+07 221 SW 116TH AVENUE ¢ Q 11+29 16'11 SW 118TH AVENUE - �� W �/�� '� 13 I 0 U) �X( O LOT 23 � � / © INSTALL 2' MIN CALIPER - S MW HEIGHT O INSTALL O MIN CALIPER - 5' MIN HEIGHT LLI Q 0 ` F INSTALL SIGN OO I TAX LOT I . HEDGE MAPLE UCQt CAMPESTRE) YELLOWWOOD (CLADRASRS KENTUCIOA) c lammama l-_ LOT 1 I 15+10 34'R SW GAARDE STREET 14+27 221 SW 118TH AVENUE C 11+90.161R SW 118TH AVENUE � � - E 14 15 2SI 10BA - ) 70 INSTALL 2' MIN .CALIPER - 5' MIN HEIGHT ® INSTALL 2• MIN CALIPER - 5' MIN HEIGHT U © I $ I LOT 26 1600 I HEDGE MAPLE (ACER CAMPESTRE) YELLOWWOOD (CLADRASDS KENTUCKIA) INSTALL SIGN 0 ( - I TAX LOT 15+42 34'R SW GAARDE STREET 14+47 221 SW 1187H AVENUE 12+43 16'R SW 118TH AVENUE L - - 16 2SI 10BA © INSTALL 2' MIN CALIPER - 5' MIN HEIGHT O INSTALL 2s MIN CALIPER - 5' MIN HEIGHT )- OH I. 1 1400 HEDGE MAPLE (ACER CAMPESTRE) YELLOWWOOD (CLAORASTIS KENTUCKIA) INSTALL SIGN O2 17+46 34'R SW GAARDE STREET 14+67 221 SW 118TH AVENUE F 17 I 55 i O INSTALL 2' MIN CALIPER - 5' MIN HEIGHT ® INSTALL 20 MIN CALIPER - 5' MIN HEIGHT Lu 12+77 17'11 SW 118TH AVENUE LOT 22 I T I HEDGE MAPLE (ACER CAMPESTRE) YELLOWWOOD (CUDRASTIS XENTUCKLA) O INSTALL SIGN O U LOT 24 18 _ i LOT 2 i 17+84 34'11 SW GAARDE STREET 14+83 231 SW 118TH AVENUE Q - I S ( 10 INSTALL 20 MIN CALIPER - 5' MIN HEIGHT 37 INSTALL 20 MIN CALIPER - 5' MIN HEIGHT rD o�ffx( 13+62 16'R SW 11BTH AVENUE a ( I 19 TAX LOT ' - I I HEDGE MAPLE (ACER CAMPESTRE) YELLOWWOOD (CLADRASRS KENTUCIOA) Z `� W Z O INSTALL. SIGN O2 2SI 108A I I 18+24 34'11 SW GAARDE STREET 15+34 171 SW 118TH AVENUE W Z G I 1700 11 INSTALL 2' MIN CALIPER'- 5' MIN HEKH7 ® INSTALL 2' MIN CALIPER - 5' MIN HEIGHT �W�V V g Ol I . HEDGE MAPLE (ACER CAMPESTRE) RAYWOOD ASN (FRA)ONUS OXYCARPA 'RAYWOW') C O14+23 16'R SW 118TH AVENUE c-1 22 - - 20 LOT 25 S ¢ I ( 10+54 17'11 SW 118TH AVENUE 15+48 tYR SW 118TH AVENUE G I•.L INSTALL SIGN O r - - - $ U s I 12 INSTALL 2' MIN CALIPER - 5' MIN HEIGHT 39 INSTALL 2' MIN CALIPER - 5' MIN HEIGHT W Imo-- 1r�, UJ - I ..� 21 a LOT 3 ) RAYWOOD ASH (FRAMNUS OXYCARPA •RAYWA00,) RAYWOOD ASH (FRAXINUS OXYCARPA 'RAYW000') •� LJJ L 14+74 16'R SW 118TH AVENUE ` I I - I 54 I 10+58 17'L SW 118TH AVENUE 15+73 17'R SW 118TH AVENUE O co O O INSTALL SIGN ¢ L - I I 13 INSTALL 2' MIN CALIPER - 6 MIN HEIGHT ® V INSTALL 2' MIN CALIPER - 5' MIN HEIGHT eY cr I I RAYWOOD ASH (FRA)ONUS OXYCARPA 'RATWOW') RAWA)OD ASH (FRAXINUS OXYCARPA 'RAYW )00D' Ly L 15+25 191 SW 118TH AVENUE - 23 32 ZVI �...... R I 10+79 17'R SW 118TH AVENUE 15+96 171 SW 118TH AVENUE J la—am 33 34 35 ri... 36 37 I I 14 INSTALL 2' MIN CALIPER - 5' MIN HEIGHT 41 INSTALL 20 MIN CALIPER - 5' MIN HEIGHT G W r- INSTALL SIGN ® LOT 21 ) I RAYWOOD ASH (FRA)INUS OXYCARPA 'RAYWOOD") RAYWOOD ASH (FRAXINUS OXYCARPA -RAYWOOD&) (LS LU W H ., , . I _ 10+78 171 SW 118TH AVENUE 15+95 17'R SW 110TH AVENUE ! , < ON 15+80 161 SW 118TH AVENUE 53 LOT 4 I 15 INSTALL 2- MIN CALIPER - 5' MIN HEIGHT 42 INSTALL 2' MIN CALIPER - 5' MIN HEIGHT �/ LV ��p LOT 19 SW 118TH AVENUE" I TAX LOT RAYWUOD ASH (FRAXINUS OXYCARPA "RAYW00D•) RAYWOOD ASH (FRAMMUS OXYCARPA 'RAYWO001) Z Ly INSTALL SIGN O2 I LOT 20 z ' • �— 00 — + _ I_ I 2SI 10BA J I- 1 00 "1 ( I 10+98 LTL SW CATH AVENUE INSTALL LTR SW CATH AVENUE M (IZ 16+38 181 SW 118TH AVENUE L4+W 7p ` 1200 16 INSTALL 2' MIN CALIPER - 5' MIN HEIGHT ® INSTALL 2' MIN CALIPER - 5' MIN HEIGHT W t•! r�/•V O INSTALL SIGN O2 - - 25 P 0 - I RAYWOOD ASH (FRA)INUS OXYCARPA -RAYVWOD") RAYWOOD ASH (FRA)ONUS OXYCARPA 'RAYWOOD') U) vJ _ 26 11+18 171 SW 118TH AVENUE 16+59 171 SW 118TH AVENUE ^ V� J 16+90 171 SW 118TH AVENUE 1 27 28• 29 - - - U _ .K M I - 17 INSTALL 2' MIN CALIPER - 5' MIN HEIGHT ® INSTALL 2- MIN CALIPER - 5- MIN HEIGHT L.L RAYWOOD ASH (FRAXINUS OKYCARPA 'RAYW000•) RAYWODD ASH (FRA)ONUS OXYCARPA 'RAYWOOD-) - O INSTALL SIGN O2 38 I 11+40 17'R SW 118TH AVENUE 16+72 291R SW 118TH AVENUE LOT 5 ) 18 INSTALL 2' MIN CALIPER - 5' MIN HEIGHT 45 INSTALL 2- MIN CALIPER - 5' MIN HEIGHT 17+23 23'L SW ,18TH AVENUE 39 I I I RAYWOOD ASN (FRAXINUS OXYCARPA -RAYWOOD-) RAYWOOD ASH (FRAMNUS OXYCARPA 'RAYWOOD•) O INSTALL SIGH O TAX LOTW I ( 11+52 171 SW f,BTH AVENUE 17+01 19'L SW 118TH AVENUE TAX LOT 40 I N I 19 INSTALL 20 MIN CALIPER - 5' MIN HEIGHT ® INSTALL 2' MW CALIPER - 5' MIN HEIGHT 0+19 121 PRIVATE STREET 2SI IOBA ZSl lOBA TAX LOT TAX LOT RAYWOOD ASH (FRAXINUS OKYCARPA 'RAYWOOD') RAYMODD ASH (FRAXINUS OXYCARPA -RAYWOOD") ® 9700 9800 2SI 10BA 2SI 10BA LOT 18 LOT 17 LOT 16 11+72 n1 SIN nam AVENUE 17+91 551 SW 118TH AVENUE INSTALL SIGN O4 •9900 10000 42 � �) I I ©0 INSTALL 2" MIN CALIPER - 5' MIN HEIGHT 47 INSTALL 2- MIN CALIPER - 5' MIN HEIGHT O0+66 121 PRIVATE STREET 43 $ 41 LOT 6 I TAX LOT RAYWOOD ASH (FRA)ONUS OXYCARPA -RAYWOOD-) YELLOWWOOD (CLADRASRS KENTUCIOA) - INSTALL SIGN 2 - I O 11+92 1YL SW 118TH AVENUE O 18+31 4'11 SW 118TH AVENUE a O I I i ZS1100BA 21 RAYWOOD ASHH(FRAXINNUUS OXYMCARPA"RAYNOOD') YELLONWIOD (CLADRASRS KENTUCIOA) Z w INSTALL go 48 INSTALL 2' MIN CALIPER - 5' MIN HEIGHT +15 ,n PRIVATE STREET STREET LIGHTING TABLE I I 11+93 17'R SW 118TH AVENUE 18+15 40'R SW 118TH AVENUE O ( O I 22 INSTALL 2' MIN CALIPER - 5' MIN HEIGHT 49 INSTALL 2' MIN CALIPER - '5' MIN HEIGHT INSTALL SIGN 3O 11+25 17'R SIN 118TH AVENUE 16+70 1YR SW 118TH AVENUE I RAYWDOD -ASH (FRAKINUS OXYCARPA -RAYW000-) YELLOWWOOD (CLADRASRS KENTUCIOA) LLJ S MI INSTALL STREET LIGHT ITP-1-11 INSTALL STREET LIGHT ' TAX LOT X I 12+12 171 SW 118TH AVENUE Ir 12+22 161 SW 118TH AVENUE PER SHEETS ELI & E2 PER SHEETS ELI k E72 17+81 SYR SW 110TH AVENUE O 2SI 10BA T I - I Q INSTALL 2' MIN CALIPER - Be' MIN HEIGHT - ® INSTALL 2' MIN CALIPER - 5' MIN HEIGHT INSTALL SIGH 4 12+53 21'R SW 118TH AVENUE 17+83 55'L SW 118TH AVENUE ( RAYWOOD ASH (FRA)UNUS OXYCARPA -RAYWOOD-) YELLOWWA00 (CLADRASRS KENUCKIA) O INSTALL STREET LIGHT INSTALL STREET UCHT 10100 LOT 15 45 ( I - ® ® 13+00 171 SW 118TH AVENUE PER SHEETS ELI & EL2 PER SHEETS ELI RE F12 I 17+50 52'11 SN' 118TH AVENUE Q13+24 16'L SW 118TH AVENUE 52 44 LOT � ¢ INSTALL 2' MIN CALIPER - 5' MIN HEIGHT INSTALL 2• MIN CALIPER - 5' MIN HEIGHT k" c 51 I © YELLOWWOOD (CLADRASTS KENTUCKIA) 51 ¢ w INSTALL SIGN 3 13+69 1711 SW 118TH AVENUE . 17+85 55'11 SW 118TH AVENUE ' YELLOWWOOD (CLAORASRS KEIHNGXIA) o in O MSI INSTALL STREET LIGHT © INSTALL STREET LIGHT 3 — I 12+60 21'11 SW 118TH AVENUE PER SLEETS ELI k E12 PER SHEETS ELI d: E72 LOT 14 P I O INSTALL 2' MIN CALIPER - 5' MIN HEIGHT O 17+27 34'11 SW 118TH AVENUE e 15+58 16'R SW 118TH AVENUE 50 & 25 52 INSTALL 2' MIN CALIPER - 5' MIN HEIGHT o O15+16 241 SW 118TH AVENUE �'�- _ I ) YELLOWWOOD (CLADRASIIS KENRICKIA) y INSTALL SIGN O3 ® INSTALL STREET LIGHT TELONVAOD (CLAORASTS KENTUCKIA) z PER SHFE,S ELI A EL2 L TAX LOT 12+71 2UR SW 118TH AVENUE 0+02 25'R PRIVATE STREET Q. TAX LOT 7 ( 2SI 10BA 26 INSTALL 2' MIN CALIPER - 5' MIN HEIGHT O INSTALL 2' MIN CALIPER - 5' MIN HEIGHT O16+68 16'R SW 110TH AVENUE 2SI 10BA ( YELLOWWOOD (CLADRASTS KENTUCKIA) INSTALL SIGN O4 10400 49 / f; I 1000 RAYWOOD ASH (FRA)ONUS OXYCARPA 'RAYWDOO') o• 12+84 ITR SW 118TH AVENUE X LOT 8 O 0+57 20'11 PRIVATE STREET 7 I 2] INSTALL 2" YIN CALIPER RAST - 5 MIN HEIGHT 54 c YELLOWWOOD (CLADflASTS KEHTUCKIA) O INSTALL 2' MIN CALIPER - 5' MIN HEIGHT0 / _ I RAYWOOD ASH (FIRA)aNUS OXYCARPA 'RAYYAW') f SIGNAGE & STRIPING LEGEND _ _ _ - - - - - - - - I ° I ,+33 2011 PBVAIE STREET m- I O INSTALL 2' MIN CALIPER - 5' MIN HEIGHT n N N E O — 1 RAYWOOD ASH (FRAMNUS OXYCARPA 'RAYNOOD") o m m a o STOP '�u. I`- 1241--jJ oo TAX LOT l — . . I m � mm SW 1181H AVE 16.1 12" MIN 2SI 10BA 7 .:•..:. T 10500 1 48 \ LOT 9 I O US E q 2 N L LOT 13 Y 1 TOTAL 1 TOTAL 0 — i ( i � m 47 I ( I TAX LOT CHAINLOCK TREE TIES r-124.1AWL I I 2SI IOBA (CR AS APPROVED) SW GAARDE Si 16.1 STOP BAR - SHALL BE HOT-LAID TAX LOT . LOT 12 LOT 11 I I i 900 2• X 2• D.F. STAKES a —TrTHERMOPLASTIC PAVEMENT MARKING I I 2S7 10BA _ - 2/3 HL OF TREE ��y 2 9oED MATERIAL 10600 ` LOT 10 I 13'-0" MAX t1 TOTAL ® , TOTAL © � , I 1 22• ABOVE FINISHED GRADE p. J I I I 2• MOUND FOR WATER BASIN SEE PERMANENT SIGNAGE LEGEND 2 1/Y BARK MULCH -. ._ _. ._ - 54865 DEAD ON SHEET 25 � — FlxISH GRADE _ ANYTIME END A S — BUIL T I BAL7(FlLL SOIL MIXTURE TAX LOT 4r 11 ' E 5 i9rAL ♦— , TOTAL N 2SI 108A TAX LOT TAX LOT N11H FERTILIZER 4200 2SI 10BA 251 10BA 1-6 MIN. 7to� /2 X EXISTING SUBGRADE ® 4100 4000 ROOIBALL r= SCALE NOTE SHEET 40 0 20 40 AS-BUILT DRAWINGS INFORMA11ON IS BASED ON CONTRACTOR, N aNY 1 INCH = 40 FEET INFFOORMAATION SURVEY, SHALL BE FlIELD�VERIRIRm PPoOR TO USE STREET TREE PLANTING DETAIL 26 N ® IN DESIGN AND/OR CONSTRUCTION. N.T.S. OF ¢' 5 NOIR. _ 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021NAR2013-000221VAR2013-00023 0 0 0 0 0 0 N d cn 06 O 1- LL. - wm W 0 0 Z0) O 0 r O a w0d w 00 C r N Z > Q Ood < (D J m � X� H � fn U. Ct) 0 0 GENERAL SIGNING NOTES: PERMANENT SIGNING LEGEND May Use 6" Sign U On Slopped Leg It Collector Typical Street Name 1) Cori"clorShall Supply And Install All Signs, And Is Responsible For Staking Sign Locations O Local. \4 Sign Installation For And Obtaining UtiBtyLocates For Staked Sign Locations. Signs Shall Be Located Po Typical - - Typical Street Name Sign a'a Arterial Intersections. Sign Localmn OrAs Shown On Plans. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE RECORDED STREET q Installation For L NAMES WITH THE COUNTY SURVEY OFFICEAT(503)846-8723 BEFORE ORDERING AND INSTALLING STREET NAME SIGNS. -et Local. Collector A - y Neighborhood Roule 2)Alt Signing Shall Conform To The Manual On Uniform Traffic Contrd Dances And The Countys p Intersections. 6� ° Permneal Signing Legend. 99I Or - 3) Street Name Signs Shall Be: (Verity RECORDED Street Names Before Ordering And Installing) Of ii STEP Feed On � 0 hqt 5�0� p�s�e of ,% A) FOR LOCAL STREET, COLLECTOR STREETAND NEIGHBORHOOD ROUTE INTERSECTIONS: 6"' �,hf pt, Ae �0 * A�µri�tld"� � J Sir (6) Inch 0.080 inch Flat Blade Alubmium Blanks, Mounted On Top O(POsl With Special Brackets. � N� Egg LettFour(4) Inch 0tTo ie totl t✓� - erkg: ( ) open Case Sones C Sur y'g' Otad 2 i Pre-lues And Suffixes: Three (3) Inch Uppercase Series C Ne^je GL Superscript For Numerical Skeet Names: Two (2) Inde Uppercase Series C Uj Layout Per Typical Street Name Sign Layout' Two (2) Sided \ / W B) FOR ARTERIAL STREET INTERSECTIONS: Nine (9) Inch 0.060 Inch Flat Blade Aluminum Blanks, O Mounted Directly To Past Wifh Rivals For Street Name Sign Facing The Arterial Traffic �y Approach. For Sign Facing Local Street, Collector Street OrNeighborgood Route Approach Use 3)A)Above. See Diagram*- Lt�.L W Lettering: Sir (6) Inch Upper Case Series C L.L Prefixes And Suffixes: Four(4) Inch Uppercase Series C i Superscript For Numerical Street Names: Three (3) Inde Uppercase Series C g - Q Layout Per Typical Street Name Sign Layout" One (1) Sided, Two (2) Signs PO Street Name. r t7� C) FOR SIGNALIZED INTERSECTIONS:Twelve (12) Inch 0. f25 inch Flat Blade Alurdnum Blanks, Mounted - - - f�0r a OfOA _ _D To Mast Ann Or Swain Pole For Span Wire Signal Systems. Feer° Lettering: Eight(8) Ind, Upper Case Series C - Pre-lues And Suffixes: Five (5) Inch Uppercase Series C � SLperscripf For Numerical Street Names: Farr(4) Inch Uppercase Series C Tree Layout Per Typical Streel Name Sign Leyoul• One (1) Sided WITHBORDER sign se' WALNUT ST Material For Ad Street Name Signs Par •Signing Mafenais" Major Sleet sTM 125 ' vias Width O Sign Per Beim Tables For Six (6)And Nine (9) Inch Blanks. } TYPICAL "STREET NAME" Suflu Abbreviations Po "Common Abbreviations" ` Sign Tree � Sign Tree SIGN LAYOUT NIS 6 INCH BLANKS (TWO SIDED) 9 MCH BLANKS (ONE SIDED) CROSS INTERSECTION TEE INTERSECTON # O1 Characters Blank Width # Of Characters Blank Width On (Nd Indud. Prefixes (Nd Predrill On f" Centers Indud. Prefixes TYPICAL SIGN LOCATIONS For rill I To Post And Suffixes) And Suflues) NIS o Up To 6 24 Inch Up To 6 38 Inch Prednl Ends And Rivet - 7Ta9 30 Inch 7To9 48 Inch Both Signs Together sou WAL JT 6T 10 To if 36 Inch 10 To 11 55 inch Z w 12 To 13 42 inch 12 To 13 61 Inch over 13 48 Inch 14 To 15 66 frim SIGNING MATERIALS 9" STREET NAME SIGN BLANKS (n ForMast Arm Street Name Sign Letter Sparing Use ODOTs Standards Slop B Yield Signs Retro-refieW've Sheeting ASTM Type 111 51160 Gaiv. Or NIS School Advance And Cress'ng Signs Fluorescent Yellow/Green Retro-reflective Sheeting ASTM Type X Aluminum Alloy Washer K Skeet Name Signs (Post Mounted) Ralmmlleadve Shearing AS TMT 111 COMMON ABBREVIAnONS o Face Sign AVE =Avenue LN = Lane RD = Road Overhead Guide Signs . Background. -reflective Shooting ASTM Type 11111 BLVD = Boufavard LP =Loop ST = Skeet Legend:ASTM Type IX `a GR = Circle - PKWY= Parkway TER =Terrace Alt OtherPosl Mounted Signs Background- Refro-reflective Stealing ASTM Typo 111 a 3/8" X7/16" Dove Rivet o CT= Court PL =Place WY n Way c OR =Cove a Anchor Sleeve 2Y:" X 2W,, f8" Deep c N TYPICAL SIGN SIZES , 4) Posts ° Anchor 2/. X 2/.', 36" Deep Stop Sign - 307W" o n Sign Post 2° X 2", 12" Deep z Yield Sign - 30'k30"x30" e _ A MmMum Pots O2•X ro Foot (min.) Galvanized Used. Tetespar 72 Gauge Speed Signs - 24 x30° On Loral Streets And Neighborhood Route ° Pedaafed Posts OApprovetl Equivalent Shall Be Used. 9nd" To 6° 30x36° On CdlectorAMArteriel Roads. (the Wad Lunt['Shall On Be Used IX Schon'Speed 20 Signs) � A 2'X 2"X 12 Foot (mm.) Galvanized YAoshuf TolespaP 12 Gauge No Parking Signs: 12 X18' County Standard R9th A R7-201 12x6" Tow Away Zone' On Loral & Neghborhood TWF Perfaafed Posts OApprovad Equivalent Shall Be Used When A Combination IX T s Signs Is More Than 36 Inches In Height. Sign Combination And Midmum Sign Mountirig Route Road; i8i24" County Standard On Collectors and Anerials. PosfHeghtShall Determine Post Length. Signs At Both Ends O The Zme Shall Have Single Arrow Pointing In The Appropriate Direction With SleeveDouble Arrows In Behveen. 0 ainSign PostAnd Anchor Assembly Shag Be Installed Per Typical Sign lnstafiatien" "NO PARKING" SIGNS SHALL BE 45° TO APPROACHING TRAFFIC Anchor 3/6"X7/16" Drive Rivet o No Other Type Of Past Shag Be Used Unless PriorAoproval Of The County Traffic - k0.r m E Engineer Is Obtained. For Specific Sign Details Not Included In These Standards Contact The County in z ,� a u o ty NOTE: - - z m o Traffic Engineering Section At(503) 84fi-7950. Anchor Assemblies Shall Not Be In Conaefe ° g cot '^ °i a m TYPICAL SIGN INSTALLATION Unless PVC Sleeve Is Provided Per in W vi W o $ County Detail. _ ¢ i no no ` m ni- m m Nj cm i a v a m n g co ^C/�54SW65 AS - BUIL T 3- 6 - 15 L j 46, 11 E cPANIE% � NOTE AS—BUILT DRAVANGS INFORMATION IS BASED ON CONTRACTOR, SHEET a' HELD SURVEY, AND FIELD INSPECTOR GATHERED DATA ALL sir INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 27 CT IN DESIGN AND/OR CONSTRUCTION. OFa 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021NAR2013-00022JVAR2013-00023 0 N O O O o -- O N ' Si-OP. 51C'h L'JCA Fi,)N {V (IN STA a ' PVG SLE=V- ;i1hTIL CR0SSWA,L'( z Z _L,,�,.J PER!lAFrEN7 SIGN INSTALLATION) /F STRIPING - U) 06 0 � c >@" 1 ! ,� PC/PT i � LLL O Q c CURS. 4.NT 3/4 R 6 EDGE , - DRAINAGE BLOCKOUr \ �_ O O C:) m W 0 IZ. MN SEE NOTE 5 . ROW 3' I D SCHEDULE z0 �•1 a eq 2X 1 r _ �. . � 1 - �6" IPE 4/GCUPLING S OR DiNV (AKl CJFBSI E __ e j p; ❑ Z T O O w . , .-a.r-•4: fi" - I " HATTER 1(� J CbEP w v. . S -s , �- iDRA.INAf BLOWLIT ' , i, ?'9 -S` W �_ O r s ROAD T r 3" I D -SC .40 ''(� _ � .t . R.5 � �- ' O ❑ O:YV (ABS OR PVD)' ROAD 1'-y4 7 R _ �l �. - ?t (n pp WJ 1. .r : -- :Pic Vr�.;C.UF+LING. - _.>Z� -`I- �-•-c.sG 'lV�� 5' z T nl 7Yg ! f •. a a •.� ` er.. 1 �Z" :or 3/4=O' BA5CROCK- n Q n a .q , i'6` 6I" i, l �'_ ';J7 TRUNCATED DOME F S - _0 ❑ O Q 44VRAC1Eu rU[3tT ADE � Q `o off ! ) _ A :•MAI,. ' DETALL ,__I Lu C I- o °° a.. :,e ;. , , .V`r F SEI 7 �� ❑ LO G � . °J ° .. '._{ LL BASE CGJRSE sic •y r nAYr(.. �P� a 'y Q � T O SIDEWALK ADJACENT TO CURB n� oG a , z4" \� f � 4��,`' ❑ Q 1 6 q ( , 4 E FD @@ G Q r Q :EXFAYS(0N Lu I- r III F+ LJ- CD u�l+ 4U� (?� !. : zCSiNT (TYP). . - O : 5' -A!M, -+ ROW T I I a < . Q `as , ` j J 1. FOR r° ALONG M_D!gNS. :GUTTERS -MAY BE RE3l1C'c0 WITH PRIOR � J J � � U 9' B O J O � ' FC/PT 6" - APPROVAL FROM ll E OTl`: ENGINEER: E nn u w - ROAD T` `+'� - 3. CONCRCTE TO HA{ A BRctiCING STRENG.H O% . ?OQO P.S.I. :\FiEft 28 CF.YS. RA ��-0Tr -.t _ . , . 1 1 3. EXPANSION JOM7S - 74 Or 3/4'-:0" tlASC13UCK A. TO BE PROMDL`D: RAMP TEXTURE PATTERN` DETAIL PLA C651FACTgp 5UNGRAUI- � . NOTES: 1) AT EAcn COIL; oci TnNGENCY '3 T"IK. ciR6; N VIE�Y '^ r ^ - 2) AT EAC COIL JOINT VJ vJ 'H �tDE aF 'N ET S-RUC`IURES, SIDEWALK AWAY FROM. CURB TRAVERSE EXPANSION .TDINTS TO SE PROMDED AT E4CF-,' POINT OF TANCrNCY 3) AT EACH ,= DRS WAYS, : •C TUE 4URH b ATt] T.IEF_Lih:AT1.G1;S AS REOU RLD .O LIMIT THE SPAQN'y AT AT EAG- END NOTES: TOA 0.iA%IMUid � 20 ?C 5) AT lOCA'IONS:.NECES RY 1G IMT SPACING TO 4 . FET � a' 2` ,, • -., ._ .. c ' r .. i t;. : � , . : , f3.. MA1ER(AL TO BE PRE--MOLDED, ASPHALT IMPRFCNATED. NON -X.IRJIXNG; - - __ - - ' _ _ - _... _ _ - A r a r• -L 'IRAVFRSE . XPAI<a0Y MAT=RIA_. TO B_ PRE MOLDED N(Nr _X .RUDEU MATERIA:- - c - i ' r �% - - - 1 -0 US. W L CONCRETE - > &U, of 3000 ?,S.,. A TER 29 DAYS; v SACK M:X; : SLUM ,RANGE WII A 'TICKVES. +OF r2 INCH: ! .OF •-1 /2 . 70 . 3_ :WITH A MINUI:UM TFIICKhFS4- OF 1/2"1 . '. -, � _a- � _•� ,,•�-._�-i�'�-� I 4. CON TRACTION 'dCY,N S: I ` e; - uj 2. PA.N_L`; TO BE 5 FEET :LONG.. 3, TRAVERSE :CDN RACIIi.N JOINTS 70 BE SPACED NOTMORE THAN 10 eLE' 'APART - - - - I 1 'WTI A DEPTH OF AT ;EAS r ! E A. SPACING 'TO BE NOT MORE THAN ' b- FEET, ± 1 1 ``' .i9d1 4. _� ` ` ' Z ONE ' O R7 : v> THE CROSS S..0 ONAL- ARr k. ' . ,� o` - B. TIE DEPTH OF THE .r„IrJ : SHALL RC AT LEAST /2 INCHES;. 4' P.C. CONCRETE _ p ro ��..�C3 <= o� 3. EXPANSION K11VT> TO EC FLAC:C AT .51 'ES O PRIYLVIAY A2PRC'AClt - - A o^ - - / o 0 o c S ° u O UTIUTY VATULTS, 1WfiFLC:HAIR RAMPS. & AT SPAO.FG NOT 10 FXC.F�7 45 FEET, d. :DOIJCRF_TE Hftr.AY.1N.a STft%hG➢1 TO 6� oO�D , �: Ar7ER 2H OA.'!S. J I `� 4c; oo o i?cp BASE ROCK '2'-O OR ' 3/4--0 95% COMPAc TIxv. BASE ROCK SHA- L BE TO 1 , o c a ;oa ooco �_ 5: DRAINAGE -AM"_95 THRChtCH NEW CU98S- SHALL RE PLACED A SHIN. OF 2 FET - SUd ADE O- 'STREET STRUCT Rn OR 4' 1% TIFF- IR, WN .,-LVE3- IS G4EATER. 2" 3/a'-G" IACD 3AoE'ZV-K -.._I 4. FOR , 7HEA rD ADJACENT TO THE CURS AND POURED AT 1 E $AMr TIME AST E AND MAX. OF 3 FEET FROM. PRGP=RTY IJNES. - aCC' CURB, .ICE J.O'.N d_ hLEr; THEN SHA__ BC A TtOW9= F? JOINT & T-I A. MIN, 1 /2` RAD!US. S. DRAINAGE BLOC+OUT -_ 3" DIAMETER PIPE: :SECTION A- A G :SIGFWA IC SHALL HAVE A MINIMUM THICKNESS =J` 6 NCHES !F MOUN`AEILE A. ..� •R. =IPE W1TH COUPONIG. NOTES: c CU iH IS US"zD `}' I 51-;i Y:ALK IS INTEND l AS PORTION OF 7RIt2WAv_ B. DRAINAGE ACCESS THROJG? .EXISTING VjRBS' -IAL_ BE COPE DRILLED OR CURB "C N ' A r : e . MINIMUMCOMPRESSIVE - - . a .. S UMERWiS_ S9DL-WV-C SENT HAVE A :M!NIMUM THICKNESS OF a INO ES. 7, �.ChCR_ L. SHALL F.-Tlt.N . I MLJIMD,. -TRE�:�U-! 0: 3DG _CS.1, 1,9 2E DRY_. . U C� .. . ,AW C T `r RT:CALEY 9a- EACH SIDE OF O'RAIN:AND REPCSRED TO E;:LL Dt:-TH OF CUR=, Z CONTRACTION JOIN713 SHALL BE SCRIBES 3/4 ]..R -AND RAMP PAh_LS SHALL BE BE. 6- GRAIN B"OGKOUTS :N CURBS SHA;,L Bc EXTFNDED. TO BACK OF SIDEWALK WITH 3' DIAMETER 'C: DRAINAGE ACCESS Fi:'iT.JGI NEW CURBS SHALL BE PLACED A .,MIN'MUM 07 L,O' ED DED ON 4 SIDJM OVERDUCE 40 -JYfr' .(ASS OF PVC) CIYE A 2% $.OFE. CON TRACTION ,JOINT TO BE P COED AID :A MAXIMUN: ()F 3:0' FROM 'PROPERTY LINES. a EXPANSION .POI aS SHALE BF. 1 /2 1SPAALT MPREGvA.TE MATERIAL OR CONAL. W :OPER P'FE. - C SURFACE SHA.J -iA`1E A MEtOIOM r3RCOM FINSi. - - O - 5 COLOR .O- COME AREA SHALL SE SAFETY YELLOW. Nxmw re Ni SCAT. .\ r,erxs°e h0.5G.tiL .aO SGA -£.TIE117 1-'FPrAr�r/a AGUSTIN I•. UUEHAS A6USTIN F.. Ly a•c AGUSTI% P .pU[HAS _ b..--v '�� •a '£*.r� CONCRETE Dxti 46, wxmG:Genu _._. __ [vxlmr. mr�nrir > wa ,. ,� WHEELCHAIR RAMP Dws NO. RttQ MPAC?ILY' 1]Na at-W313'O. - ➢1r[PBt(to •� VI45 ; 4et_ .11t " � _� C,. ULxC4P .>:� : : v.,•,ku STANDARD 'CURB D;r. kc. ..N. z.� n�r_. "".e.c,.,�� Dw;:. N .c �i1,r44a CURB do GUTTER #P 1II: 51RJ SIDEWALK Rlme>� r� marwc-Nr Jttr_ioar '� 2O . wa. Ignaaslrn 1 ,Lr ,rua -AGD1 :1261 _-- r.x =o.) .A..,". STANDPRD- CORNER �, 28 GTY pF lldVm Is4r1 M. m, _.__ _ _________.- �• 71f.'A6C JULY zU01 t7 rrx . mi) w,.. ru; �. Ae.-4J.,. I 1 L � ' Qij' (F 716VM 11Rt1✓fl �+] M.1-4r~ �1 MlbeY WR 4®r uBa's_:CA£ 1AYfa' MrmrH MU ORRY X15TINff. DRIVEWAY - A S - Ll V /L / /'_� o UA C;i ll uTY 3c ;F.A,DE XSTING D?MEWAY - SAr 4T �� a - R/8 LTJ; 3- 6 - 15 yt SB 4G t (n SEE NOTE 3 ' UATL11 _. I- A10.TERIPL Z W .._._.... ..._ _.... A " R .IEEE_ Lw, ✓ _1 _ DPSG=_ ___ - ...______ _'. p o N :SINE , S T SEE NOTE- 4 ! I SPIT NOIT ¢ = � ,w NOTE _ �, _ BiJar UAIRIM I w 5 !IN I23 5IDE'NALK VARIES -. `� ', x AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, _ . _ _ _ I \\ r- _S F NOT; 3 [ '✓.-- 1 FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA ALL - '-I --1 - 1• - - - j � . f f E � •� �.�'} � _ /1L. VERIFIED PRIOR TO USE T € C INFORMATION HEREON SHALL BE FIELD SEE LANOSCARE � NCTE 3 , �EANDSC;APE 4 - � ti 7E 3 {' ,r E /{% {J r IN DESIGN ANO/OR CONSTRUCTION. SCR a. SEE NOTE 2 . � STRAP . MIN [�. SEE NO E: ^< ( `^� SNENA_K l '` [ ' i 4y -_P' � . /i A A 3D` MAX I 6' 3 MAX o 4 3' 111 10' FIN - 10' MIN -� PLAN PLAN MONUMENT CASE & COVER ; l`F`yy I ai i y cciwCTEO TO3 . 2% MAX . ��' Rpi TSS. _ 6 W OWNE :STRr ET �.' ! I. IIS Opr - �- Y y. z� . UO`JJM NT BOXES TO FE CAST IRON OR ! . S..gEi - ^_� � �-- ALLOY SUITABLE FOR HEAVEN rRAP4 'IC �-� � ` R 0 Remi � 0 0 oADING 9': x036 OR tu.,D -SUPPLLFD BY: " j 4 k • r ' . . - - a.`p p o L • `: \ G G fir. -- I .. ..._._....- l I Q o 0 IS °2 I 5s „ n w a _ o - _ u c T- p . 2" :- ACCfiEGti INLAND FOUNDRY CO. INC. WMM CF wPE eEL - j n p WISE raj a.jug. 'mak •.4: 6 XE 10 GA MESH Dec 0 "G ec xz -nry x 1 .._ � moo .... _. o .o' fi' ry \.. 3�7', �r ade D CIO { 51-.E NOSE NO 4 a"� D o o I I n I I, I I .3/4"-n ) :Oh�'AC ED' 1P•t;tvu4 C, OR 97477 o w RJ.I k m 0r AGGREGATE) CP 0" X ' 6 ID GA MESH {\-0; ) '747-9172 4 a nm SECTION A-A (3/4 0') COMPACTED SECTION A- A SEF NOTE NO. a m = OR m . NOTES: NOTES NO, U 1010 :,,\L rla, LEU BY. \ \\��\ \ t. M4CRET7- COMPRESSIVE STRENGTH SHALL BE. A WNUMUM OF. 33D0 PSI AF.-R. 28 DAYS. . 1 , CONCRETE COMPRESSIVE STRE-4GTr. SAALL BE A MIN IALIM :OF . 33OD .PSI AFTELR 28 DAys. � OLYMPIC FOUNDARY n�rval rA��Ar:t� � in SEATTLE. WASHINGT01< sAa za,lae, a-r euTcn - o 2. CURB JOINT :.SHAD, BE TROTC'_ED WITH A MI\ 1/2" RADIUS ALONG BACK OF CURB. 2. CURR- JO!NT .SPAIL B TRO%vl i. PATH A a:HN 1 /2" RAMUS ALONG HACK OF CURB. - ' � .�;� • v'. .. : ,;' c - _, r ;r �r - CONTRACTION a ' r_.c .> 2. LTETRNATIv TYPES MUST BEAPPROVED . _EX.FAN_ION A CONTRAC,7.ON JO.h .S _nA! 9_ = /2 F:tr.4fOLGtJ AS -IAL IM,FRE�.vA .-� 3. EXPANSION & „O.ITKACT,ON JOINTS SHALL I/2 I .x�MOLD�_J A.+PF.A�. !M. REO�VATED H i,. C � E UIN _� ilvG DEPT, Prt,Oli PR N "A 1=Ri AL 'OR EQUAL EXTENDING FROM SUBGRADE TO FINISH '.:'GRADE. MAT-tF3lt= OR EQUAL EXTENGINO FiZQ4i IRCRADE 70 FINISH GRADE- TO: IVSTALL AT1gL AND 0.11;57 OVFvRld ��j�" OplNtEq �Y o TO THE FOLLOIWINN MINI.VUM DIMENSIONS- _ NOTE: 54665 A 1. SURFACING OF PAVED -AREAS .SHALL COMPLY VATH STRt_- CUT ".STANDARD. DRAWING. o . . 5` X 6" T( ./iA MESH REOUiRE:^. FOR . COMF.rEFCFA`< GF{iVEViAYS .ONLY. ✓r. 6r X, . F° 1D CA MESH REQUIRED FOR COMM1fERC1A!. DRiVEi4gfS {;N:y, 3. APP R OVFD FOR A. STR - E- .LASSFICATIC?iS N - " - - P (l .f l F t 2. JO!N75 T.7� EE TACK AND :S.ANDED. � GIEm1 a 4 MONUMENT TO BE NO DEEPER THAN 60 BELOW 3. SAWCUT :STALL BE _ACX COATED ;NTH :BITUM14NU-' n5?HAL': .EMULSION. (� ,QY71 ,�' � E FINIS+ I GRADE. / �. E �DANIE�� - Ol11EY 1 1 fi - dix rv> hG uCAIE 0A �''sy: \O S^AIF attaVf.^_ Bc NO 5.^.A:-E F'+fi[cG T' HO ScpIU EI �� STANDARD DRIVEWAY b ° `" ° � AwstlN F.UIL11As v Dnc ND +IB,.v, pcex!ueNr STANDARQ . -DRIVEWAY v,Nr-macA4rsw. Acusnxe OVENLi - SHEET I.+4f sk I�wisr, uN:ar, r.r:a._ d)WG NJ. / c r: l MONUMENT ung. ND, .est -,.,. u-P snrar .....-- . ....._. FRENCH N3 S! wC 4V_:' 1 i SA lx ab 4'. d.TJR N ".[ W CURB-TIGHT 'SIDEWALK ANe ssa p x 0 . " w/LANDSCAPE "STRIPS 1. 4,E 1 J 42 _ BOX j 7� �� 4Ty}' M ,ss6 BACKFILL 28 1 -.. 1 R ` -_ _-.___....._ QTY OF TKIARD Fu IAM.) "a i'Iisnr 1 M R N DTVI f)F TIDMO an:OF scum aTr Oe >Icum y _ . Wn . p6W1 ueaal om rs+cwvAsOFn a 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021NAR2013-000221VAR2013-00023 a N p O o O p O N N z o z ;O E- OF PAVEMENT - - 7 -e_ _. . 6 0 POE LL, O Q w PAVEMENTSI (•WITHIN Tcp ,_6 OOOm W FIKISH GRADE 1E' CAST IRON 910 SIDEKAI}C Q � O a ��VALVE BOX TC o .> Z T- f D p _ TACx Ail ExPoSLo'NATENAL 13" CAST IRON 410 BOX ^� - • --•... W 0_ O r PATCH ac m {/FafQt tF A'. - - 3B" MIN °E.R'nCE LINE DEPTH ... y(j12z9G TCOVERT.JTZ H:lx, cC _N rinaaFss t€1E:asraw rE +' iT' SNL PRO`�IDE ✓1" BY -• G Q .. - 4 THICK CONCRETE - v' exR. ,-. _ .SAv�uir '8'rRL t•,usnNc. +c. PAD (`"EE -NOTE 4) — "f -' READ HOLE OR EQUAL, O CL 0 O < HAND TAMP BACKFILL sD` i - - - Q I"` AROUND, TOP sEGncld -/� ";?,; SIDEWALK ADJACENT TO CURB. - J pp o i' SAH" EO STEEL PIPE SHAFT Q co T LLWr�, 2" SO. OPER. NUTS 0000 0 O° c q� 0 CIOQ o ° O o'000 q o °.o O 00 O . - I OR 1` SCLkD STEEL ROC - '_6" -- o Q 8� 0" PJE ---�{I Q C) oa 0c; oq o OO,L� oOQo9 .l--q � o oO .. ry 00° 00° 006 oo�jOo tP90,{Otl�`"oocCj oWYT 11" Oo:O° W �. ° o -0" ASP/ 3034 PVC '---t1 i I I/S' MINIMUM 6" 8qo�7p rr °.O. Oo: a1AX. j CIfLE4ARHAANxCiEO0o° 0 ° 7OrERATINGNIT EXTEr .liNoQo � o_ % Oo � (SEE DETAIL NO. w5) Exsrsc 00 - a J U - - 11 BAg.Darr. °o _o Lwv+ED Kocx �- �� :50" CAIN. SERVICE LINE JEhTTH. �q Oo 00 :`. I ROCK GUARD 1/4- .STL PLATE 1 . 0000000000 TO BE -5 T/-4" DIAMETER. _ - - ` � ` ROTOCAST iMETER BOX. - W HGLE IN CENTER TC I I)° O000 '0000° ' - / I .. :. W!`i 2`XZO OVER y; TOUGH o 1}C000 ° °' °�: a O ACCOMODATE MOVEMENT WAD HOLE OR. ECTUAL OF SHAFT Ps� 2wc i/r2 !/;'-x 3[e' 1QNC l ` � "FT 0LL"` WEL E6 SIDEWALK WITH PLANTER STRIP AT CURB Fes- J STEEL FLAT BAR _ z < ui ASht 3034. PVC PIPE ISTO!i!ER SIDEC w - /',�\\r /f� �rf• i S'x 3% S/8`K LOW NOTES: \/ % STEEL 5GARE TJHE W - BUIL TS 1 ) VALVE BOX NOT C Q REST 8-10" SEE PLUMBING CODE O z _ 3- 6 - 15 CN OPERATING ASSEIAI I I FOR E DEPTH OF 2) OPERATOR EXTENSION I + 1 y COVER v+� O_ REQUIRED ,4NEN VALVE NUT IS DEEPER THAN '3. FEET f ;/o { 24' I - r NOTE FRW1 FINIvHED GRADE /J 4' MI CC U / AS-BUILT DRAWINGS INFORMA71ON IS BASED ON CONTRACTOR, 3T CENTER VALVE:BOX ON S NOTES: �1 \-METER G FIELD SURVEY AND FIELD INSPECTOR GATHERED DATA. ALL AXIS OF OPER'. Nl1T. S.RVEYC TO INSTALL TEMPORARY HUG R.1CK "�-' r ANGLE BALL METER VALVE NOTE: n MUELUDC 82425H INFDRMA710N HEREON SHALL BE FIELD VERIFIED PRIOR 1T) USE AND >:•=.tARD sTr,RE .,', GUAR17STAKE AT J/ IN DESIGN AND/OR CONSTRUCTION. 4) PROVIDE 24' SQUARE BY 4"' THICK 1 ) EXTEND 2` -NUT TO K1THI4 18' GF FlKISH GRADE' LCT LIVE FO° VE7ER NSTALLA PGti, rj' 5/EH-X 3/4`X `" OR EO ;AL CfTNLITETE PA". ARWND VALVE t-` 'L4"— •'� WHEN VALVE -OUT IS DEEPER THAN 3 FEET FROM 2 BOXES SET IN OnINCRETE SHALL BE 1" TYPE AK- SOFT COPPER TUBRG r� BOR OUTSIDE OF _PAVED AREAS FINISHED 'GRADE NEXT SIZE LARGER J vJ AS SHOWN R. CONCRETE PAD. DETAIL - - - SEAMLESS u ry-, CONCRETE ' PAD 3, CENTER CIF .IETER BOX TO EE 'UFFSET LL Z T' -FRO! PItQPERTY UNE T-- CUT O ASPHALT DETAILS [_(((,��Lcr [ `-i ~" � QP,�' TT♦F'�1p3 JGY14Q (;Ih �+t"[KLIU NO'SCALE cISY<K'n.SW> lswnmac NO SCALE f'T] iPL1a,¢ n, ro 'AIEUAFLtN: AGU N P. OP.E. DAEOf'N :AOV511K P. WEIUS, P.L - I.Ff n' AWSTR. P. DUENAS, . P.E.�nF temilmAvl ildm: " t/4M. s_BRA wNc NQ. 6D eeasE� 12-D6 EDT A c°. Acnn x w TYPICAL GATE Dvti No OPERATING NUT Dre Ra LV Y v ren qNA D ° ,a J 40 {IL faMf4111C\T ■ � 6l,Y � ■, T91A MClATITnI{lYNJULY 2M VALVE l%plAF�m . , F, a ,'�5Q3 flnAtlmA °°vrm 4UTzcv9 EXTENSION 505 Av n. A R auTloovWATER SER4ICE 20 FAT- P°),TCTa Aa�ru:wTr: - 4 v=== AT\I�P'N- C.R FAY (.VII W-mPm SIDEWALK ADJACENT TO CURB16" CAST IRON 910 BOXES 3: 0 s " i�ar; .er r m - - 47,SA VENT CAP \ (n w BREt.T< FLANGE ' B' CAST IRCPI--91 C: I FINISHED GRAPE , BROOKS: - 37 METER .BOX ` Z o 18" I fl �510EnALX > .:'I 1 ` - I 4". fdAX. 3 MIN. \VALVE EOX TDP I \ .- + (27 BOTTO!!S REQUIRED-\ .� � . MIN ! _ r 13MAX. // ., .r �_— _ _J; R \.. 5' MAX S ` : 3. -F- i �>��/��Ir�/ LF r r ° ' � 1-. . STREET ELL-.: w '`, -"-m 1 " UNION 12" ML Ld PLUU ED TEE PLUGGED CROSS - 1 N , „� ° : ..c <' L BEND 'PU•C OR CAP -`F? GATE ..VALVE. \', Z SRAc� PLUG " WR VALVE 1 18" MAX T'�ti > ,NiK\i,�/ > .. \` HAND TIGHT ( OM � 1 1 i1c^ �S 4 CAIN ^R�OIC >,. . • - "y,5 Si�Y �. . .ALI, ' , ; (SEE DETAIL N0. 503) -2" ADAPTER TOPPE.'3. EII<ATIOIJ AI &�. VR U /M) � U> x•C R C SWEAT TO I'' TAR. PAFER (A GISTU - �• n �. i. E DUCTILE IRON PIPE 55 .--i. L_ - 2 COrPER P.iBING /\/\ / /.,. %,,��`\//\ -1l\/ - � RESTRAIN ALL JOINTS Vi� . . Y . (Tlr?[GAL) \ j ,\ "\\y�,"�\ \ \ � o - m .FIELD LOF OR EWA.L GASKETS I ; , r- \ \\ ., // �\� / �h LAYERAL PLUGGED .AOS_ TEE \/\ I! o I EGALUr RETAINEF. �/ r i7 T F" -. - - .r." 5LIPLL COPPER �\r>\l? ,1 � yf��•it ��' � GLAND (EBAA IRON) ' i CONCRETE THRUST BLOCK SCHEDULE r I- K 3" BtASS NIPPLE 90' ELL o CONCRETE PIER' .. 5' GATE IP,LI•'Ei J// - - / _ I (BEARING RHEA OF THRUST HLQ�KS IN 50UARE FEET[ � 2" ADgV•TER CUP'rER BLOCK SiVEAT TO MI.PT .EDGY x M.J. -- . . � EA.J. x 6" FDG: TEE FITTI'.G BCTiENO,. TEE. OR 45' Z I/Y '1 ?/q• TYPICAL' ,-- v SIZE ONCHESI D ° T \ CONCRETE PIER BLOCK ' '{ `•.. SIDEWALK WITH PLANTER 'C LUGGED CROSS HENII HE:L ENO REQUIRE GAL FIELD RESTRAIN I 1' 9RRS'S 90 ELL w o - REQUIRED:ELT 2" TAPPED m 7 YTON JOINT PLUG OR T" COPPER TUBING 1 x s" BRASS NIPPLE STRIP AT CURB 9 4 019 013 E 16 00 0211 O`:.3 `. PINGRETAIN [TMNL7IEGALUG. ) to qgc °i B '^ X o 1 " BI: .. -COLI LING nm SLOE'/;ALK 6 0?.1 C3.`: E G . 01'.3 THREADED . BRASSIN PLACE I. • o I 1 0 3 MIN, BREAK fL•4N4'E ?AAV BE €ITEC IN 'PLACE OF - _ o g o '> Fl m o .:_ __ MAX. 12 1C.,0 DI 04', 5 02.3 . C.O:�aE.�i ti?TNG 1 '-1 "- CilR9 STOP m � ,nm9 n \ . . - f o o L6 28A :5.e :1e.G D4:G PERMANENT '< ^ ^ _ w 0� �. r y � T a 24 e4.0 3d-9 T8.1 1T4:: V, \ 1 " :OFF CORP- DO' ELL I ? p o � -C - - I \ TB' x 12' x 2 CONCRETE PAID s m J x ' m 1 . HYDRANTS TO BE MODERN MUELLER CENTURION, 'A-442,(OR APP'-D ECUAL)- 6- M.., 5 1./4" STREET PLUG OR �(/"�J) 1 ":CDRPiSRATI0P4. STOP MVG ' 3 POR . ;510 2 ',.f2' PENTAGON vPE7A710N:.NJT, OPEN LEFT WITH THE F.nLLaWING: ABOVE 9EARNd AREAS SASE[: LAN TEST PRESSURE OF 150 iS..I. AND. .kN I EDGE Of PAVEMENT A. OIL RESERVOIR ALLOWABLE SOIL BEARING STRENGTH OF 150C POUND PER SQUARE . FOOT TO ?RASE BREAK + Com 3 N. BRON7E 'ACTUATION NUT - COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURE -AND SOIL . BE4R. MJ GATE VALVE � n j STESSES, USE THE FC4LOWING EQUATION AND VALVE BGNOTES: a C. BRONZE SEAT RING - - -, 1 " ' D_ WEATHER .SHIELD CAP: BEAR Nn AREAS = r P SS f3Vr LETS •� E. SAFETY SLEEVE COUPLING ,TET . REaLERE/15Cj:X (15°0/SOIE B°�K NG STRESS) li -(TABLE :VALDE) 'TE'J,UIRED [ 1 , FOR 12" AND SMALLER MATER 51 . F: THREADED NOZZLES WITH "v" RINGS NOTFG, .SS4�T � � `> �' '^ _...... .._..._. .. IJj 2. VENT PIPING TO BE LV, G. NATIONAL STANDARD THREADS 1 CONCRETE THRUST DLC KS NOT PERMITTED UNLESS APPROVED 3Y CITY {tNi;INEER ' - v 2, SAFETY CHAINS TO BE , REMOVED, G STRADDLE BLGCKS REQUIRE MERE LINES. MAY BE EXTENDED IN FuTuRE SEE DETAIL .NO561 -.,. cT,nv�rp _ Z. HYCRAI:TS TO BE PAINTED USING R-1317 SAFETY YELLOW DR. AN ALTERNATE APPROVED 3 CON..RETE THRUST BLOCKING TO BE POJRED AGAINST ONDISTLRJEO FAIRER: � `'v�.>}>��> \ -' •,`,1'y� : 3. SLOPE CO'PFR TUBING FROM o 4, KEEP CONCRETE VLEAR OF JOINT AND ACCESSORIES. MAIN UP TO AIR VALVE i% MINX. �(� LD BY D)STRrT FIRE MARSHALL ... - - .. - UNDISPURBEU' EA4T'ti -.._ � w N J PLUMB. THE REQUIRED THRUST SEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOYr91 ENCIRCLED ON %T2 p 4. HYDRANT TO DE NSTALLE TRUE 6M P _ THE PLANS a S. 1,; : INDICATES 16 SQUARE FEET BE •rNG AREA REQUIRED, 4 LOCATE.rAS. NEEDED OR REQUIRED V\S v>'ol�Pq o 5- NO '-065TTTUCPvNn WITHIN ,. 0 RADIUS QF HYDRANT 6 IF NOT SHGWN ON PLANTS, REWIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ' ABDVE, MESHAN CAL FIELD _ _ � ZY 54665 � o -6, IF SUBJECT TO VEHICLE DAMAGED. PROTECTIVE POST TD BE :PROL4DE. ADJUST IF NECESSARY, 10 CONFORM TG 1HE 'TEST'TRESSURE(S) AND ALLOWABLE SOIL BEARING REST IN P.EQUIRED —" ;i. CONTACT CRti WATER DEPARTMENT FC;3 ACCEPTABLE DEVICES, 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDATO GNAWING NO, 5+03 OR AS APPROVE] STRESS(ES) STATED IN THE S'PEOAL PROMSIONS. � BY •ENGINEER, - r. BEARINL AREAS AND SPECIAL HLOO NG DETAILS SHOWN ON PLANS TAKE PREIDENCE OVER 6 PROVIDED & INSTALLED C" CONTRAGrQR, GIG= a _ 0 BE DETERMINE 111dp B. TIARU�T BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS: . BEAR;NG AREAS AND:BLOCKING DETAILS SHO^' Ox THIS STANpARO-IIETWL BEARING AREA OF L '4y E 9. INSTALL A STCR7 Hf-HASO-454H PERVANENT HYDRANT A.GAPTER (OR E;UIVALENT) THRUST 0L✓'y.S .•4E -IN SQUARE FEET IN : THE FIELD' - foeo EL�P ON THE 4 112' PORT. TEMPORARY EA1fS 1 1 5 I+RJfD pF MRTm l:b 'A4apmAl NT�Ai 6< I (TYrTFTK:,IND NO'SOAIE I'd1] i•F tlr.Aptl KO SCAfE ITP W_n.SAD NO SG4tE �-F, ytIFT1t_i.3D NO SOAIJ; awPtuN AGUSIIK P. DVENAS; P.E. 6wa:nc AWSDR P: WENAS, 'P.4 uns'ce AGUSIIN P: UUENAS, P.E. n - •�AAv AWSDN, P. :bUE11.L5. P.[.. „ SHEET '^ -'T vertu ea+-naec-rtov ww FIRE HYDRANT one: RD. °.=RAL01. TAL3:TIw:.,,v ; a_ 'STANDARD THRUST DWu No. : � c\eTreLuvaYeLi-n[N.-wvti a la 2 STANDARD Dm RD. ° cumAl.cm\nn-n�:�w�ro an g,a,IA 1 COMBINATION -Drc ND. o ■ rvuaaoxrwnoirnmmiz ■ TewveoArwna<I°Tuou - ■. Yw,sromAtloNums°K - ■ ' Tupelo T,nT'nlsnlw VACUUM VALVE . A 'FNRY wFPH.INWALL11.M13B:Pl WM/H NIE _ [ . IL1009 - f 0 sMrL 1911[R.Ua 590 ASSEMBLY CK JLY 10 p OF by =Dv 29 "AP[ 113 511 54L 570 PIM fm M , 042 FL (RYWFIX MNqI IkL NNO OF 2 6 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021/VAR2013-00022/VAR2013-00023 N 0 o 0 0 O N N Z o U) 06z LOCATE FRAME ANID COMM O } L oQU Tr w WDTH _ iiO:Tti� Omla TO THE Rtseul-c suers slAet RUBBER GASKET E _� Tem o Ir o Q 114 C- To TL(-F@it(YQITs ffSITE1 " r I.L BnWaLI ASTu o-cTl. vlv rP sxus snTi e..os:um sueR�yae+-, ' � . - - Z �"' IeNllxauls z Au- N4Nrw x0l"s sUu OCIRF( lt1 FLAT TOPS SIG1 [WMp„N ,MY4C I.: a pY6S BETOIYw INTFA011 Q _ O _ TO THE IiEIXM3.IPM15 K A6TY 0-178 elm a:Vm m I£ uea tF w¢ -_ SURFACE OF M4AIQIE- T .. �. tee. Am" c°AOHxosr 010. of srxrouc OPTIONAL}. ww. RNor.Aumtu. -- d 1dC1 �u'/^� Oo W w Y - 1 STEPSP.EOLTRED dl FIAT TW 1l4lHQ.ES - G V/ Momm MAN "" DIAL ncNr r LL N , z f I z ' YA%MVY zr mm • :A A141AR11 FRAc''AVD WMA .Oq )` • ff O Q o c� CSI TOP OF FN15T SIFP Y4TERMUT FRAME NO CDLEIL ; C r TG-LOP 6' FASIMID SBL D avema NO. Ilo-SA(St .b — -4B' 4AY FDR "m. wNas-s�L CLAMP DE AS - BUIL T i�"Y`A> Far. - Q �IT1 u GROUT - MTs. ;SANl1AXT ANO l ECMII < v/ O ,e, . Z �` J �t - FR.'4,W. As - W O NOTES: �fAADE RNIN: 17�f•,1R IF) t„J — (J — / V ` u9ROT£D C T. ALL M CAST YAMNIXE S;CDDNS 31.4E M^ '.CR•A To THE '. A 9OeIRt1 z' fSESETr w RUBBER YAS G RENAREMENTS OF ASTM C .d)fl _ a 2 ALL PryJRclt W RACE CONCRETE SHALL.NAW J 22 DAY.. RLSOER CASKET FLAT TG 'tlAPIeGLt MA, f CHANNEL BD1TQl J U STRENGTH L£ .Y140. P 1 AND SLWPIM 2 To 4 REINFORCEMENT NOTE I KL KINTS SHALL BE SCALED WIN-PMEJNRYED GASIZIS !. SIANDARD ECCENTRIC OR J SUCH As PENr SEA' NO, x RAM NO OR All APPRON 3s'.CONE -STANDARD MANHOLE FLAT TCP 6e' DA AS-BUILT DRAVMNGS INFORMATION IS BASED ON CONTRACTOR ZONALCLYwCfMNG TO FEDERAL WECiFICATIOH ss SOO!N1. . ,- ALL Per WINOC OMS TN-MANHOU7 ,SHM1 6E MArEF.T101T. REINFORCEWNT -- . ... -. FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA ALL OPEN INSIDE DROP F" % INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 5, PIPEMJNCO EA�IYS W, DETAIL�ATER 91 REO A " MECHANICAL INSIDE DROP 1M'N SAVER suDE FA PIP( COeAND CH NEL DR IL MORE uNHlRE5 SHALL 'YNOIOLE STEPS SEE ♦ #6 BAR ARWND .WTS4)E..OF OPENING IN DESIGN AND/OR CONSTRUCTION, ao1sRE4 TMS. E FOOB ax AND LNAnaEL STALL - ' sro DRAmNB ND. IDD :• (OPTIONAL) J. FROtARE A M MANHOLE S E' CONOF AN (OIA>TLL MTM J ! YANY¢E SECTION! #6 OIAGC4.ALS BOLI SIDES' O: W..EMNG UJIMAH L WAL BETWEEN RPE EREAYQITS AS ldJS.NtED • /'(YARWBE-1'-4) @6 6- 0 C. BOTH WAY'S - 'TEE FITTING EM RE NSIDE FAQ iS TRE YAWIOLE. 5 T - Y d9G. M(P 'RPE t0 E% e17S.A & Df✓EAXWT iX WALL FOR F'eE 3rA11 %.i M9iWW ASW ' F PLUG:END "RUtow Q 1'-Dc"YOiD SHELF- • b L iii I— <- NApW:N LLSARO= Pa':£ N/cL iii %' 74 PIPE 4.. THIS OETK DNRO T4 YAl0MLA1 M1F1lIDS CROP .OE2d' Cmh !•N SANITARY CdiMEGMlI I ,!' FORS-OF*,.. SN RTM nRED. WRO'W FSE LYWNEtI — MRORN 4W J W IU- WATEIINpIr/TK Lis PROOF - EMIEM PANNE OF •xvER Y�il-R-ip.<0 N: 41. FAYAPNr NrD.(FF: ' i - SIRQT ARFnS . -n -MlkDdtHd OF 2 .❑ANPv ` WATERPCHT --- 46•NK.—•.+ : MAIDMUU DITACT WTY:EEN - SEA I CLAMRS IS 31 0R ALIOTRAJAL . `ILIJ TONE Y tz^ IIDFE GAUPS `YAtt 9E ifONRED. J 4a, MAu mR ALL E ! 1'./Fr. SLOPE' TO .. 3' E T FROM TOP OF '� WALL STI_9Or ANL .PPE OR MANHOLE L MAX F(F `\\ - 'SECIIIN I SANTNFY 1PT[ rSPE. vZF. O O L`cG'BETD ArC .CtirzffAUGH. 1'1r _ S YASIABL MA- . {. F;R FIAH AS FINE T ko�r I - 1. PPE AND TIMS SHAT BE •r. � r /SFW Inv DIAMETER DRA _ t I C SAYE SIZE AS IFYLpw PFE TD - 1 • I- FEE. SEE 514 G f 1 - 1e• IWWY 'CONCAEIE YAHr1hE PIPE. SER T 12Ai TO CENTERLNF_ 3�4D•hAiICN. TW1TH FINISH 1 PPE r vC h .'1.?L '.;f I 2 PPE AAS�E�YT Sacs SHAU fln uRlr• Y• OPEN INSIDE DROP FOR U ly p �LI� am ANSI A119,}I. uf BASE A a MA of il'-D• taeAl:Tm _^,''.}• . AVOYA 0150-1. A"A L-r.4. LARGE DIAMETER PIPE J '^ BAg.MAlE1dLL .. v J rXf P•RASIY TO]T 'sOP Js. STANDARD MANHOLE FLAT TOP MANHOLE MECHANICAL INSIDE OPEN INSIDE DROP p OZ GleaaWaber Services Qeanffit r Services DROP MANHOLE ©eartlih Services MANHOLE G7eanWater Services U REITiU Dn-DSI OvromWllWaetir char. Oer rovmi�antL Rea. iuwWmmtu dwt. NENS`ED 11-06 our coad�coth dear. URAI4TNG NO. UTD UP 'VN ^ NO. '050 RENxCD2-b3 -. DR.AVRNG :NO. DBD n FI.- ORAMNO'NO. O50REVISED f1-08 Z " F a NOTES: PRE CAST k" CtM4'A Tn /' HffES (2) SVIIraRm U I ALL STEPS SHALL QWOR i TO THE SERiE3 9MLI Q W �( -:10.'93.YCN15 CY ASTM C14YE � Z:. MANNr1E SAPS MIA E TNHT { 3. au STEPS"i A MA#rN SHALL 1' FLAT: FACE .LETTERING. W Ir>z€sNp.,l•rem_ �. , ! ( -- BE OE »g SAME MSw r ' AND (RECESSED. FLUSH) sYY.6E FiiFAST \\\ ( SHL (IBIMC IF UNMATCHED STEPS Ismv.WlH IS HOT MEiiYITRO). J` 1-I/B- a YAp '.HO W Tom. '11 ' l- ' 0 0 A$'>� 0 Y y IJOTES; Q T. DROP BURL AS MAHUFACIUR'cD 61' ` e - O R[HER-DURAl1 INC EM APPRO4'ED EQUAL SWNxis 2'+` I 72- ® } \` �- scf mroo+NP IrTSF_sP a • �� - (1 .DRE" A P v CROP 80� TO BE OY)NE"DATIOHS ( II FED PEP,JNANVACIEE 95 \r, •' � %GKHOLEFZE \� � RaINEP. CGU) OR AS ;REOUIRED BY 015mc- COPOLII•IET2 POLYPROPYLENE PLASTIC SANITARY P VIEW Hem i OR:CITY. - ^ SANT LAN V COVER BACK NVAEJM�iftTNNCF3FW r � O s R NfJlS6 QILH " 3 PIPE AND FlTTINr FOR DROP' ASSSTALL BE \ 11,24 CRAmE ISD T _> DUCTILE IRO "9 AWWA C150-1. � � o AWNA- C 911(1 OR PVSDPC- ASTM 3DJ4 „5. \ 44 3%4 ClA. N a N m p N d S 0. 'ILESS ADJUSTABLE PIPE BRA:AETS AS T \ APPROVE EOU BY RFiYIER-DURAN INC OR } ` J- /e FRE o 4' � e m P+ - APPROVED EQUAL - ,rfieaN 1 I FLASFir 54FE1T SRP I "t T lr t,I$� (6 -O...WAhO, AVAIIABLE 9 ROUNERCOT).; �^ ._ E5:8- e • 2r _n a o S. NO u1NRE THAN OH- DROP BOWL PER: MANHOLE �Ao p' 6 I#4mE Ir Tt-� E• ��"`JJ�� YS' I OMITHOUT N CM. WRITTEN APPROVAL DYW6TR.FCT ...0 L 6J � JQ ; m Em:En NT 71? J 4� w 1� j EL WRITTEN APPROVE Bl" DISTMCT OR CITY IS RE(xI-+ED FOR DROP' BOW- INSTALATION .(AN YS G!H` GAVAHRED FVR PIPELINES NTH A SLOPE SZ OR GREATER. weratprreul. �//////A 7 T�.2' SO. - 't t/1' � MATERIALS: (%!/(//�///� '° A+ 3' ?' j PICKHOLE DETAIL 12 .57 - LGYGiH 22 1/00 D[4 --! v nsrNo. TI s po (J/A' DIA) G4VAN' DEFORMED I2EUTFORQNG BAR. • a ,.1 I ! �' I' Q j WJNTONN0 BAN CONTORMCIG NTH ASTM A-uls GRACE 40, ' s SECTION VIEW N 1 U10MAMZED CCNFORUND NTH ASTM A-123: ,.' }I 0 MI U '. PW11Ci - `o sPLc �� [z I r WST CO"r DFM NTN ASTM C-47& aA'I ^0�54665 STUD- REINFIPCIM BAR YINRA W Vl GRADE DOoPNME=IRM H_CUIREMENTS'-Or AGIM A615 ENCAPSULATED NOTES CJNTH IN£CTIO. MELD-D COPOLWER POi VPROPTLENE I SUBURBAN TYPE NOT FDR USE W MAFFC AREAS OF COLLECTOR AND AFITERIAL STREETS MTH SERRATED SURFA[iS z CO41R AND FRAME SHALL TRE CRAY CASrTRON ASTM > a CiA W. .SEE.DETAIL #110 FOR MANHOLE F14AME SPECIFICATIONS. : $ 1 4- FOR GA:vNMV REP 3 COVER. AND FRAME N BE.MACHINED TO A.TRUE BEARING RLL AROUND: 4, NOTCH 60 FOR: LIFTING HOOK: ONVICIR MY NMM� SUBURBAN AND STANDARD STORM WATERW12 I J � IDE DRCrP MAN ROLE W/FOWL EPCieauN av Swlices MANHOLE FRAME AND COVERMANHOLE LID q � i� 154MANHOLE STC1eanV4aEer Services�L `LTA ( -� RFAISEED 02-03 oa wm.lBeewtM dear. t Out wararlharn 4ilea, WmNSED 12-06 Our eemiLWevl u efear. I aeaIIT'Y'dlGr Services DRAW NG NO. TCG DRAWING NO. =10 SANITARY R-LASED 1z-D6 , ONrromlRWeaith clot. URAWINO N0. 110 SHEET DRAWING N0_ 050 REMSED �5-07 n 30 N 6 6 34 m CITY OF TIGARD CASE FILE NO. SUB2013-00DO6NAR2013-00021NAR2013-00022JVAR2013-00023 a N 0 o d oN N c � 0 O z 3TANMMBEF7ILGP,. . _ g. I FR Q5 No.3 A AkI A AT S` G� O O CO I�5� U 'WkAARE1e DL4AETbi ' _ ( >rnrro<rd-rcnr': _ . . . . ..�... 8AR BARS o LL (1 IASI&IAumWrAN: . ' ._ ' •,� .. ; A T r O 4 BUIL F- SSED SEVEN NO- 3'BARs ' BTANBPRObETAL61 r i _ _ dpAmRY1a5(2: r,ORa'7, r.Yv ral.w.w ; / 1 s L_/ u/L r - W _ lti ® �' _ _\- , AfAMMLM e'-SEEAIIFEE - < A OFASIM 0978 P1B]APWf.1=_' � _..l -�' ,. RPAENT NRIPNPDN!4f5�T6H7dC.T7FAPUR-UPVhrE4 !'A ' - k �< : ;a , • a �O Q�A A - - a - �r NOTEj QALd ABT NOTE O p__ . o Q OLL. W fi10N@H E NOL PRAOHrd. AS-BUILT DRANINGS INFORMATION IS BASED ON CONTRACTOR, - J m %.,e 1- inr3 - .i<,FA.mo s - '. ��k. . 4w. FIELD SURVEY, AND FlE1D INSPECTOR GATHERED DATA. ALL Q LL 2 WtETAAeEOUTLET PPENOTTOSMC:di ----'- ._ T Rrala r...yij - �- �e INFORMATION HEREON SHALL BE FIELD VERIFlm 4A PRIOR TO USE DECK - A� e IN DESIGN AND/al caNsmucnaN. O B..PROVICESPFCVLDETAilrORYY/TGE1 &Y M3{BdliW a '} u ,, : - . 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OAEH BASIN SHALL 1E"CWSIMTCTDr. N ACCCRDNIrE PATH ASTM C-476 \\\ ' �.A +BAN iAF- 2 NSrA STEERS WHEN DISTANCE IRW TOP 4 pUT TO FLZV UNILuF PIE'5 HEATER"TNN 4B•. 3 STANDARD S IN&i ALL4IBN N6TNJETIG4S SJ 4' lY FuNAli•GG VffH kMUFACIG S,PP_I_G WkMa TILL 706 gT F4LST"6 eTP Ir FRDIL'TOP OF GRATE_- ' - TBSIAIJ ArG re KIT 1 N3TALL-61RUOIMIE d4 MD8f(N IF 6' OF T-D' CCLPAOtm:BASE 4AIOLAL I ' DisTALLATINI KIT 5KY0_ immune 4. !EI FpR®IENT FOR PRF GIST CATCH BA3ry SIW1 BC REIim WEEDING ASTM tlUR A-615 ED OR WELDED WIVE slRs^LNOLDiR fnoumsariITS. A:. USrALL0.TRIN DeSIRiG MS WEEPRO ASN A-497. SECTION A-A -.9•. , _ . pGn tfii{K h�.VP R. PVC ANrT-SIPi VENT PIPE Myo ADAPTER S- ALL PDIMFD MF CORO EIE S NU. HAVE A 1B DAT STRENGTH OF ,3000 P.SL SP OF M T I.EI1/r'AND A RA-: � - :AEB#aydaMRFSRRs=D . HOOK BAR a OIL-PESISTAH' 'C4U3PD CELL rum G<SKET V!TH PSA 3 !!tG 61 ON7JIE2 FE01<RRED N i10'A THROLM IP%r.AnP4:'S AS APPROW]L Ml OTHER.APPUnAINA's PCOL!RE-AN 15"SMP - U .l 3/B- sTA1TF-Cis STEEL BLifs .BEL" LDYF-ST PIPE Nl£RT. - F.; Mvafa iKEE.1's - - 7. DETAIL J (n WATER QUALITY WATER QUALITY GUTTER & CURB � m Z INLET CATCH BASIN CleanIA r\RSmices GUTTER & CURB INLET CATCH p Q MANHOLE (SNOUT) A CkaETWaler Services MANHOLE (SNOUT) B QwnWaa ;?r S� ces ( 2) REMGED 12.06 are40MM11 <aL:, .1«• BASIN ( CG- 2) REINFORCEMENT Clean � U OuEe<mmllmmlfNeNa- 'REWSEO i2-:DIS O.r.9<mmEba<HlydEd: DRAWING NO- 300 ( CG - 2) .n e6mim<EI i, Neu. DtAi'da NSI. 2�d - R a C.' - r3RAWlNfi' i0, FBC RENSED 12-06 DRA`MCJG NIS $TO L z 0 LD M '�''I AS F�_-TC'VED FACE (F B� 4- L'• _ N N A AV11U J• rm fir�y 1 + � 1 N M _ > A A r �5" a� 4 16 s I HE SID D ANO EARN 400 A A Ld fewLd . rFA..E OF R8 A' A vP. SIe' xs-3a+s ' I I.j- BALM OF C4FR L 1J „ -. - -'T :;r . . . .. . . . .7.. .. _ _ _ + J" .:YEP HOLE-1 J V ' c _ ...... _ tMigAiM ROYi J2 1/r 2 IJr I+.48 r6fi < o '.so Euc6 -crew - WINO 3D' -° s1 SECTIDN A-A SECTIONo . A-A FACE OF. ON IH tL ION s SE ? TI/r' ' GGiIER - � JOIN ' . Hy- Aw[ L+• 3. k 3 : •]'. S s E �,M• PRENGIDED :a c IJ'!• I Z TVP. 42 3-p '-`I FPPAN30N-.lgNT I 1 6n- y A L FILLER (7YP.) SECTION A - A 6J a Y oroi< F'A: --(-t OF GUTTER PLAN I J PLAN PLAN VIEW i" , _--� PLAN Awl M NORMAL QITTEP 4 MM. CURB INLET OPENING FINISH GBAGE MAX `�' FLOW vfi -T V y FLOW UHC TOP-FAR OF.,QUT '1I 0 _ 12- O' 1/1' .'HLP-FhCE Off :4'UTTER _ Y :. 1 i ITS'- h O 3 1 1 ,' Y.Z 9J]' F.1T BlA$ ♦.'T ' h 4 ' �. 'f E AT 4 7/6- PH (FNIET ...... OTION-FACE K WTER <' . , T5Yi N N a o N !_ PPCK-BUTT(AI 00 CURB /T� IE• E- rce aor-m N Ga W mYe OC SECTION B- B m � � � ° N z 3/2 :A1LN. V < OO m` } `� � \ b a• 9lLB:P O d IIS• IAIP O ""' ° !D < wwivery-g • ' s' t ..� e�•> �".. 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PLACE CONCRETE .SHALL HAVE A 26 DAT' STRENGTH OF 3000 PS AAE, fEpESI D NDTE. _ J ;NSTALL .STETS WREN Dr TMCE FIRM TOP OF LID TO FLOW LINE OF PIPE IS GREATER. THAN SLUMP OF 2- TO 4•. � - - 59665 FRAME AND MATE TO BE NEW.STRUCTORAL AS A-3E MT BPR STEP: OR APPROVED- EOIAL 46", SEE. STD DRAWING NO 100. SET FIRST STEP 12" FROM TOP OF .GRATE AND ALIGN N11 NOTE: o ADDITIONAL IHEXNES£ AND REINFORCEMENT SHALL RE REWIRED FOR STATE.HIGHWAY APP1JCATEHIS LID OPENING S PRE-CAST SMUCTURES .CDWFORMLNG TO O.D.O.T TYPE G-2 CATCH BASIN DES"J*TH OTCH FRAME Art) CRATE S+AU-BE NEW STRUCTLLR,I ASTM A-3G FIAT BAR OR ARPROVED Eolli- ITIP � - d THSTAIL STRUCTURE ON MINIMUM R B" OF )r TC 0- COMPACTED BAS`_AATERIAI. INLET TOP ARE AN ACy'EPTABIE ALTERNATE- ,4LL GRATE MATERIALS SHALL MEET CW.S. -5 72" MAICMUM ALLOWED WITH DISTRICT OR CITY APPROVAL, TO AVOID CONFLICTS Yf.TH EMSTWG STMOARDS AS SHOAN Gee OSTM E4110. OwJbl 0- CATCH CATCH BASIN UEBES DITCH INLET `'pi 4Yn E - FRAME AND GRATE ( CG- 2 ) jCIMW, Services it E �' FRAME AND GRATE aeanVl�a Sewil:ess cOANIE��P NE'A1D T2-DIS. •�»�-1�<E(,rr,.a. INLET CATCH BASIN � •� C 3O . DITCH .INLET REw:x0 ,2-D!; DRAWIING NO. 320 ©eanW26er A rY1C£5 - C]eanWder Services. DRAYANG h0 400 - - .0 wmdde.Ea dnr. Bw6s u s Our e<RWIeeeHE<lwr. Wr<6mmllamLii <lur: SIFT 'O - ORAWYIJG NO. 330 N�WSED -05-07 DRAWING NO, 390 HEMStO 05-U7 S 31 N N OF 1- 6 34 CITY OF TIGARD CASE FILE NO. SUB2013-00006NAR2013-00021NAR2013-00022NAR2013-00023a N O O o O O p N N Z z r� 06 O U PLAN m W a' PFDFETIr ONE:OR - LTTNrr FASEIrNta n/4' :WARE \ Z r O O O A A B _ 4 B CLASS "B'i CLASS "A" W O_ O T N Q w N[fFSNTiyi� uiaur. a MME AM col e20!t Y' D E] MaTw , l°GFA5110 cootDE] I , 00 \ W. b. TR4 art hACE z > T < ' 9ZE-AS 3r'C()TIQ! apple E CESS AATTTE uATl:rdrt O Q O ' STANp/3N. MAtil[i . � -:1 JIGAMST PTLD xf B0.C15tl� SIWFA(F RESTdYAl10)r � ., LL "4RADE RINC ❑O L . D O .: - - - OVER iRFFlFl1 10 PTL^-w ❑ ��l D ❑ ap PPET£Hr RSIO BLOnCPT A SPEDKIED slYrai At SAIarMY " iB+ -iIFMENr' ! a1�P > S NOTI. J L0 Ifigi. LL L. FOR Ww 004�101( III SIX. CIXN£CT S 170 C AIN 104 MAWSSSFa BE MITH FA{TaCYREA "M 9W S10Ra �E�ff a75 �. v, /'T/^� O �-k- , • - 'FRBRCATFD IEE 'R11BY5 TMIc66:OMEFVAEE dFPRDYFO 1A{ '✓ i J lY AµTn£-T4P 6iXL. V/ / 7je' '2 PIPE MATERIAL 9ULL Ec 3lE ff nW:FCLLDWN•'. .A A : , ' - I IF tDP SR En5TE0 •' - WA", Te HT.Pet-PLUS —I "��. 0. P.0 ASN-W34. ASN-C-500 95R COJFACTNN • °OA CaBA IMN R+z1P TO EXF+AVATKM O 1 • xITH, 51?A; H DUCTILE L T4, ¢T 2A4 . MTNN 4B" fF _ {-.WClnf 6NH lUSS-50 STOAT OW PTC AS1M 9A9 T _ 54eFACF C . b- SECTION -.8—B F: PTr: Ffe WV,AA ASTM D ua4. 127 Z Ew�TH J JNDISTURBEO PR¢TNE 3f4•-O FOR A F D•I I�cMNC BEMITD M252 -�- �9pR CUM VACTWri NAr1VE- ' BELOW 4aloF 2' Mn UEASpHCE 1 ME f+T'r SHTOPATL BE LYArf+ iYYXP UHprNRBED- LIEAMCUr MMI1E FiW. S1DA3.54C %PF3Y3E3n�p$ T1 1W FA41H >w ATFR!pL-J \ TEIGHT FAOII4n '{kY'4'1J/4 ..:' a.D"It LiDTt ; TOTR_ LEtiON K T44 S; •y LOTq. AS 5T'.OxN fIH AFPRDTED -$Er Or PLAAS 4RrAG Ya(#YB{ a VARE /.� SECTION A—A vN x• MAAxbids TO FAa sm¢r TAUS OW . 'VI i IT .Met DVERLW �'� �' •,• WTI n T {w r/1 U) VJ -��_S ORMITCOOE AR»ACE -JZX4 I. _ Vv 6 SVL K' ALLEft HEAD BMS LPBEL MAGNETIC TAPE.EWTHaca BLACT LD Tf4 Ib ntar, __ i r. • ` £ VF I IAT PPC Z < L':LOHO BECESSEO. 'R+IVnD SNtlT iY: 'CADi3! ixEA SURD tl POPE TdF. `• . .r O.D. RUS, 6 1 1 1ALL AW ST LT LSEINUI _ PIMP• APa1C 1� PK ARD�IJNYILal Waal MAIN - •i' , , 9p NAA£ BttT pOMi CO\£P.i ° . `• - • - W . . . . :,. a . n .a '.• •: 4" EUS 3° .a �• W m 4�ep • b � . O O B' CbeCii='1i ENCASED // /(J //j � f� q " r2 PPr.D.O. PLIF_ a" IM. FOR PWE 9enLLER IRAN 19• 91h1_ m SPEIMLC'REENCH SSIT'ERRIELY BOIIOk OF x'YE f�/JI!/J/�/! L �"• � I°HWM 3� fPt .SATE-O PPS ZONE /2 PPe' O.D. PWS 6�MW. .FUi PWE IT.:AFI° L?YkR Alio [MSD PROR l0 PU.G-IEI:i C `J 3/e O FOR PLASTIC 1IFE .3f4 -p •�lyP 4- PPE{. - DOZ MATfbAf AS SPEc]FiEG OF BEI)OWO uATlnli EEE= TEE 1'arH .NOTE: NOTE: - DETAIL 9EpMTp pRAVE�.. ALLC.QAIPACITIQN REUUREAlEC4T8 PER V u: apM rD N E ELEVATION 1, OpeGRETC ENCASE ENLACE MrE �CTIO.v P:lO 45. -RENO IF C.HIQeETE. F�E AfvS11T0 TA9lW09WTlnAWASPEC OOlDS. 2. SrAr1D T [F TOBE SAME �� AS uA W A UP TO 94D INEL 7qD B PPE_ TRENCH BACKFILL z MAINLa4E CRATER SAM b ERASE HAW A E- STANDPIPE - CLEANOUT FRAME SIDE SEWER / SIDE STORM O STANDARD CLEANOUT AND COVER a w>l> SeFvices PIPELINE a�w�T Sayices DETAIL'S acari%ke Seivim C) CIe i1`1�F �ces DRAWNG NQ. 510 3EMSED 12-06 UureeaWhaaor is elan. ORAWNG NO. 520 ' RE:4gG '2-W �Vr eemsllneotNvleu. DRKMI14G140..: 590. REVISED 12-86 far eemwlimlpTL dru. RAITSNG NO. 500 FEIASED. 4] D• Our nnnlfteat 6 dw.. . - r FI, e%wirsvon Pam Nita—' T Nnm+Bl glib _T , Ta be -_... 1 _y-N _._ utcxC_-. OL { IF Tom. ` raa9,-,` I I j` (ad, T lf�ir Br{9115ion a 43Pb. T-r �Y�..,< 3'lad, �RvBcI LNNI w N �gY L t S Z w w *j( j (b sYa - € lu �`•I Flrxsgeaav cswo.ya: ITA �_ _ _ . .1 _ 0 0 ¢ ESYa .l- n LLJ 1 . BaOFr&T 1 - Batter8A s : • n T S 4y, --ESigam Ed affil .o COOTdQtyDtPa1lw1U $1andBTtlT!'ai6' - - B' — - a o STANDARD CURB: -'IviOUNTABL$',CURB CURB ENDING DETAIL ry -Vm. 2A`cr3[Y. . .. Var 24Iur Nt o .. iad ry M plana . .. .E S�xaJ in vlarl z x --r tram I J —flatter 6:l Fb+Brl mdD raa iSILpa9Far, sfope 1PANNQTFS { ArW 61 Finah Braes d ' Axa�B! , SMtpa B� nnlmal w - f 8`ratl, rNs:a kPe vas - -� -- - E ' - 5'WDF writ/ ee= - - - -- - _ UEB SF skLT fm' y'T6'e. w>s`3i ®Ella Ouai 2F•• sae2+lTa -A r oanern Sopa [sr Bl rangTs vary swpa 05-Bg0 for drainai•b. n e �� _ l • : ° � i' \may wirers sitTaA*I bn plans, alT6 a2awM bYla-aaklon. - - �H=mbv, br L NO CURB AND GUTTER MOUNTABLE CURB AND GUTTER e 4 :Ii qqw T 1 ) O Ma N T rilllrl LM rFl Sll Brads 1'NIlS11BmdA - Mat/ q t r•` rxd- Fun.D4-Uw�PF— curb end 9bluar j—Iamban _ lam°A I NA 012'cenjos (S4waa 1411 i - o$ � t .-?:' Fad thkn (4 rronl (Tl'bb VW) Iamb and BatFer !t ( 1 or m (( - 1 �I 1Trae'•a,a :',Id- / ;a 3d7 T4 i Flrran ads - - - - -- / ss --�-f- - �_i=_. u�i � �•' 1� • _ + , — i _ I - +`� KNF�v..trigad' L xa �V • - - e roim Tory Irmo Fral411otOrb whetT I _ - sww-p hag Ps 5' 11 l�^'++lTa • . \- y :_ • ,atdN9N�s axb ar41 sdewev. vtR IXrt I ; _ _ --� 2' (TyP 1 `,.b_ . tie poured al RM hislirtvT I q•.. . \j. - ` 1 i -2o•.s ° LOIV PRW JLE - ..� ' VALLEY GUTTER - MOUNTABLE'CURB' - MODIFICATION FOR KEYWAY WEEPHOLEDFTAIL - - C� _ � � I/� T I41NlrJ'gaMlaRm dBRs1 IWhPlEahaiHn rPl i+l?ne,2lHdaFxBed hyllMrs Wq-4.. ee4 �E,+ln. . N1A ctgEUF�n4r. ur __ D7•,WN•2QF9 _ J (J / �5�" E54865 �✓ o �y 54885 o GENERAL. NOTESFORAS.L DIETA11"@:. - _ - - - rATE AT .AA Ma,Emwwaq•Agsr c-� cvns•.R . o 1= CLd`J ENpabHla "[:" � 6"TP B58B 1nHBSM(Q4 WbAicall5'lraill 6.c�-w.D:ssn3bait EpacxUms - er>dagMiD la}4Tgs(pMrN an E'urD. Vary gsahwim Bn ptansa xdvptsW. . - 5, TopC dell axwshaaslDpa uMarge OREGON STANDARD DRAWINGS — �— � � mEmx patlwlY at 2% IRknist, 16it.0 TT+i aetaaTiiland ra'e c13idS 0,MOTsrandad`E'-7', ahga x6tpwR, ix is daer�ed, STan3aMLrauug. x+LVp despned _ %jCDYI1 _`� a cp4Trdai3OR xdtrDMlera EV ui 2 CDtwT..'e>(DNlsimpmts a1200`maximrm spa-mS. aNd at pDmL Ditangerrcy, -6; OlmarTabna are nlxrxnal vary Beb_ cmda<n vah iaTgtmTchcle � CURB$. NOTE AN�EL o - 9 mid etergs N>uxhrbmways. 4Dmutd by the enBnsns. - B e1;�1e0gB'4 R'�Pb3 . AS"-BUILT DRAINIM INFORMATION IS BASED ON CONTRACTOR, DPrEs I: 5 jp 000 0 anipxiN.:�iaa�b40ra 38ipOfr, ' p a Ca�ml- cmlrawon);pEnts Bl ta'lxsnmum Spa6mQ-enU al eFlds al eav klle�aM TAIrIP- ?.' pklxxT,wns a�arnlula ra�i:nrD measaed to are MDFxdhgBfseuba FlELD 'SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL ,D . aaM6rrNlnP wgax'danra--.rag ,'2ooa INFORMATION HEREON SHALL BE FIELD VERIFIED PPoOR TO USE ,p 4 Traat+.lons shall ba OPOdlu conned F4aI Bol 1l a ' expasettas let, Irl Aubaddacvs o O �, - - h°usKlrltl7im@GileL.'piya IN DESIGN AND/OR CONSTRUCTION. N (" Is tBoc I w tical dvrieuMianW ftiai Nbsudacea 8-, i=Or6idexaN 6ara@a, and! mci ml6icasN S 6*9waR.sse Svi Om RD726, peyWered Pmf_"-=_--,.E'rgtiTHz°r °4• rc havm as dl .t rcsle I.Mn'rrxlal tlesvahfaflivrTron lenaai shall2(Y B_ Fm tlrsMlaaa rir0s. "� Sld Ore -.�'Fawardrr6u 32 0 B Lor? �I- - _ Fm701. ,>-L . N OF e. Q Effective Date: Jane 1, 2014 ,• Nevem"r 30. 2014 RD700 - 34_ 6 CITY OF TIGARD CASE FILE NO. 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'J AOS I I • 't La1wL.l.l III I ----- ^ ^ LIP3-PROPOSEQ STREETLIGHT PH=25 i I Ld , nW\alnLv. � I OLE 8 ; ;� xWW4a\ vt ILP3-PROPOSE I I to-! (STREETLIGHT 1 I POLE 9 t------ TMH=25 f I LP3-PROPOSED O STREETLIGHT ' U iW,rWL I ; 25= MH I I � z - ti L.W LxeJ ae , I 1 I i - ! W, ICA---- I 1 LP2 PROPOSE • •, 1 STREETLIGHT MH=25 \ •_cL \ 4t \vin\. L \uWb-Wt La L1 !et a 1. Wt L•L \. L Wlv4,t a+_I. W , .W\ W, LI l L l V � FT'1 ' t lel vla4 mla\n\rin\r W,cln\rlal L,\.uauLaa, lr �a 4L.W1.uL °.vW\rluluWl.nL to Wlr,rl.uWLA, O LOa4LCLrty� � yJ tL enL.L.\:Wt aW eVl.4 b, a tiW4L=L .an\cWW\nWW\aWWW\r4W4,• , .V1a4.lav - ; t\ Q v\s Lxb,L.LULrLc,r 1 •/. -\e W\ntaL:aL ; ,LSI cVL„41:L.W I�j-1 i Lv,r.Lrla. I r4�\ra\s a Y 1 � trWLr.LL 1 \rinL�L•L P I i \uL.WL.I 6 I ....•W\+W, I POLE 11 ° 4v°`WI LP3-PROPOSED a :L.tnLaW\ 1 STREETLIGHT POLE 3 LI OSED ! 1 luLeL.SnL. I C; STREE (GHT �• ' ! z MH=2 L.t.Wlata r t ` �- I 1• late,:,d. • '11f. • Lam--,.}� i I MM `v\ ntc\al. drW\n \itv _ W H/A S — B ,UIL T / f WL Wl.lu\.la, rW,cL.a.La,.WI t ,r n / aL-tet.tclnL.l as\a W,vLrWLul.nLr\.0 / - 3- 6— /�// 5 v \nWLnL.L.avLe,a\,SnW41iL.L.WIrLa. ' / - ------------------- I t NOTE r+l to AS—BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR• U �+ ..L,.tulutc\ aWW,atuLatvWluta , FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL ,aW1.L. L.I..Waxlnlvl.l.^,a INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE t �.,=e ate\nWW\atuvL: / POLE 12 IN DESIGN AND/OR CONSTRUCTION. U LP2-PROPOSED -- I STREETLIGHT In { MH=25 a b °' H d J i y >, rn fCoo VI Street Lighting Design SC x ,865 Q Ca Scale: AS NOTED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rn � DING.INO NIE%.�P L � t { Project No.: STREET LIGHTING NOTES: . 1. LP2/LP3: LIGHT POLES SHALL BE 30-FOOT , DIRECT BURIED, 25-FOOT LIGHT POLE LOCATION NUMBER MOUNTING HEIGHT, TWO-PIECE GRAY, FIBERGLASS LIGHT POLE. PGE APPROVED LIGHT POLES ARE: POLE NUMBER STA STREET OFFSET TO CENTER RT/LT FIXTURE TYPE SHAKESPEARE BHT3099S2BL9901 OF POLE CMT MDS30-F-100-S1-HS-PC-NP-1B-22 1 18+35 GAARDE 28' LT LP1 0 SAKESPPREARE BHS3099N3BL9901 RT Lp1 vi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. OVED STUBS ARE- }:!:;:SipNMJc 2 16+85 GAARDE 28 CMT 25-STUB-UP :. :.: . . . . . . . . .. . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . .. . . . . . . . . . . .. . 3 15+58 GAARDE 28' LT LP1 o 4' TYPICAL PLANTER STRIP :: ;: •SjpEy�p R o N 2. JUNCTION BOXES SHALL BE PGE APPROVED SPLICE BOXES. O 4 14+17 GAARDE 28' RT Lp1 'G o PGE APPROVED JUNCTION BOXES ARE G G 5 12+73 GAARDE 28' LT Lp1 w ` oC NEWBASIS FCA132418T-00043 .5 c Iz QUAaTE A421341enon 6 11 +20 GAARDE 28 RT LP1 wap ARMORCAST A6001948TAX18-PGE * WIRE SIZE TO BE DETERMINED BY PGE * WIRE SIZE TO BE DETERMINED BY PGE 7 11 +22 118TH 17' RT LP3 F HIGHLINE CHA132418HEl z rn 'ELECTRIC' OR 'POWER' SHALL BE IN THE LID MARKING AREA TYPICAL STREET LIGHT TYPICAL STREET LIGHT 8 12+53 118TH 21RT LP3 w ( PLANTER STRIP ) ( CURB- TIGHT SIDEWALK) 9 13+69 118TH 17' RT LP3 3. LP2/LP3: LUMINAIRES SHALL BE PGE APPROVED 52/49 WATT LED, 24ov, NOT TO SCALENOT TO SCALE AST-ARM MOUNTED, GRAY COBRAHEAD FLAT LENS FIXTURE NTH A NORMAL 1 O 15+16 118TH 24' LT LP2 POWER FACTOR REACTOR BALLAST, WITH TIWSTLOCK P.E. RECEPTACLE DETAIL A DETAIL . B u 16+7011 8TH n' RT LP3 PGE APPROVED COBRAHEAD LUMINAIRES ARE: 12 17+83 118TH 55' LT LP2 52W LEOTEK GCD1-30E-MV-NW-2-GY-530-WL-PGE NUMERIC SUMMARY 49W LEOTEX GCDI-20E-MV-NW-2-GY-700-WL-PGE PROJECT: MEDALLION MEADOWS 13 17+65 118TH 55' RT LP2 4. THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED TWISTLOCK, FAIL-ON, ELECTRONIC, 105-300 VAC, 60 HZ, PER ANSI 136.10, BRONZE HOUSING, 1.5 LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN LUMEN TURN-ON, RATED IODOW TUNGSTEN (1800 VA BALLAST) 1.5: 1 TURN-OFF/TURN-ON RATIO, SOLID BRASS PLUG BLADES, GAARDE ILLUMINANCE FC 1 .30 3.10 0. 48 2.71 CONFORMALLY COATED CDS CELL, 160 JOULE MOV, 2-4 SEC. TURN-OFF DELAY. 118TH COURT ILLUMINANCE FC 0.42 1 .57 0110 4.20 V PGE APPROVED PHOTOELECTRIC CONTROLS ARE DTL D124-1.5-1704 GAARDE/118TH ILLUMINANCE FC 1 .33 3.05 0.50 2.66 O Q 5. THE WIRING FROM THE SPLICE BOX TO THE LUMINAIRE SHALL BE PGE O WU APPROVED /IOAWG, 600-VOLT, 3-CONDUCTOR, CLASS B STANDING TYPE TC WITH 45-MIL SUNLIGHT RESISTANT PVC JACKET, SUITABLE FOR DIRECT BURIED z, APPLICATIONS. RATED 901C DRY AND 75C WEE Z O FOR 240-VOLT APPLICATIONS, THE PGE WIRING CONFIGURATION IS: O BLACK AND RED (HOT) GREEN (GROUND) a 6. LP2/LP3: MAST ARMS SHALL BE 6' ALUMINUM FINISH MAST ARMS Q LIGHT LEVEL REQUIREMENTS PGE APPROVED MAST ARMS ARE WHATLEY MA-72 ROADWAY CLASSIFICATION LIGHT LEVEL UNIFORMITY VALMONTIMAD6328475 W/HARDWARE SHAKESPEARE OPAR-6 GAARDE ARTERIAL TARGET 0.90 FC AVG 3: 1 AVG/MIN 7. S.D.L LIGHTING AGREEMENT CLAUSE ACHIEVED 1 .30 FC AVG 2.71 : 1 AVG/MIN WASHINGTON COUNTY REQUIRES THAT A LI.D. OR A S.D.L. BE ESTABLISHED TO TARGET 0.40 FC AVG 6: 1 AVG/MIN PAY FOR POWER AND MAINTENANCE OF STREET LIGHTING ON LOCAL AND 118TH COURT LOCAL NEIGHBORHOOD ROUTE STREETS WASHINGTON COUNTY WILL NOT PAY FOR AVG/MIN AVG20 4. : POWER OR MAINTENANCE FOR ROADWAY LIGHTING OTHER THAN ARTERIAL AND ACHIEVED 0.42 FC AVG / COLLECTOR CLASSIFICATION ROADWAYS o GAARDE/ TARGET 1 .30 FC AVG 3: 1 AVG/MIN 8. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO P.G.E. SCHEDULE 095' 118TH ARTERIAL/LOCAL OPTION 'Aft SPECIFICATIONS. ALL MATERIALS AND INSTALLATION SHALL BE ACHIEVED 1 .33 FC AVG 2.66: 1 AVG/MIN W APPROVED BY P.G.E. LIGHT POLES, WIRES, AND STREET LIGHTS TO BE INSTALLED A BY PGE 9. THE CONTRACTOR SHALL COORDINATE WORK WITH JEFF STEIMEDER AT (503) z 672-5462 TO DETERMINE POWER SOURCE FOR THE LIGHTING SYSTEM. AS - BUIL A 10. LIGHTING CONTRACTOR/INSTALLER IS SOLELY RESPONSIBLE FOR INSTALLATION > OF CORRECT MATERIAL BASED ON CURRENT PGE APPROVED MATERIAL LIST AND J- 6- 15 JURISDICTION SPECIFICATIONS AND STANDARDS. LIGHT POLE AND FIXTURE SUBMITTAL TO PROPER JURISDICTION RECOMMENDED. NOTE AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA ALL INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. LUMINAIRE SCHEDULE Q U v PROJECT: MEDALLION MEADOWS PRan _ QTY LABEL DESCRIPTION MH WATTS LUMENS ARM ARRANGEMENT LLF S'e F" 6 LPI -EXISTING STREETLIGHT HPS, 'COBRA' STYLE, FLAT LENS LUMINAIRE MOUNTED ON AN ALUMINIUM POLE 35 250 29000 8 SINGLE 0.690 3 LP2-PROPOSED STREETLIGHT LED, 'COBRA' STYLE, FLAT LENS LUMINAIRE MOUNTED ON A GRAY FIBERGLASS POLE 25 52 3923 6 SINGLE 0.850 �ANIEL� 9u Street Lighting Design ' Scale: AS NOTED ¢ LP3-PROPOSED STREETLIGHT LED, 'COBRA' STYLE, FLAT LENS LUMINAIRE MOUNTED ON A GRAY FIBERGLASS POLE 25 49 3399 6 SINGLE 0.850 Q U Q DWG. NO EL2 Project No.: