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Plans (704) U `ICE / DARTMOUTH SQUARE NOV �® W ^-' p c,, ® 8 2006 CC �, COMMERCIAL /OFFICE SITE DEVELOPMENT L,gNN � N G F N p � �q�� O Ni PERMIT SUBMITTAL G�NFEA 0 TEAM ra 1 DEVELOPER LANDSCAPE ARCH ITECT Q W�� I I/ -L- -- ---- -` -- -- �- - -- -J--- - ��g� III un) ` - - - � -- _ . - - `___ , < _- ' - • 1 1 . . ZIMMLER DEVELOPMENT, LLC LAN PACIFIC. INC, \7 ■ERMIn w 64.10-11111 I S� , , �r•+= • s • <i • e '* I s t • .. i ` i ` • - 1Q • 7165 S.W. FIR LOOP. SUITE 100 1001 E WATER OREGON AVENUE. SURE 360 ■ � A " �� i -_- TIGARD, OR 97223 CT , �e -�• • i�Jt _ � - - - � - -_- `---- - � _ - `a - I CONT ACT: MARK FERRIS CONT AC T: 097 BR � 1 s. CONT: MARK FERRIS CONTACT: BROW KEEPER • a• CIVIL ENGINEER �,v Iii• 1 i� le 1 • 1 - - -- - -� M ^ a LANPACIFIC, INC. ` I I • I i �•�� Y� -�� qo 1001 SE WATER AVENUE. SUITE 360 �� ' '�� O ^ 19 111 -- P ORTLAN D OREGON 97214 *NZ' 1 ( \ \ 7 ® I 11 n + - -- (503) 23 8 -2097 `� w I11 : u� CONTACT: J. SCOTT EMMENS, P.E. o4,‘,24.4.. �J j u , . • H ' III Rip = G O �(� -- I jri 04,,, ,, �3�6iii_. d _-t_ - .. I ri,iJ i ARC�'IITECT ■ II (n N lZ \ _! .n■ .. , I : . MYHRE GROUP AST, SUITE \ '1 � 1 : 1 _ 1 _ _ �� _�'ll - . 105 SE TAYLOR 5T, SUITE 307 ` j • O ( 11 -- �� a PORTLA ND. OREGON 97214 ' - J � 11 pan 1 503- 236 -6000 thD LU '31' LI 1 f CONTACT: BRIAN PREY - • Ay , GI 1 III se I ` = Sm -y ' 0 \ _ � cti (iv PROPOSED MI X= X. I A .�•� - pi n 1 ° a �� 1 I I i I I L : ;'• UTILITY CONTACTS 6 -- • --I I tots! �\� POWER CABLE �' I U 8 ii - yt .. .. .. °- --+ .4 PORTLAND GENERAL ELECTRIC COMCAST ._ "I ..S, l ` �� 3700 SE 17TH AVENUE 9605 SW NIMBUS AVENUE o 1 PORTLAND, OREGON 97202 BEAVERTON. OREGON 97008 VICINITY MAP © O o A 503 -570 -4407 (503) 605 -6000 NOT TO SCALE W I ' -, - • - _ _ .. .. CONTACT: JIM VAN KLEEK CONTACT: KEVIN MULFORD 0_ ' p m TELEPHONE GAS TAX MAP INFORMATION 4 , ; n • _� , ,- _. :31 R ?: . • • • . . VERIZON N.W. NATURAL GAS TAX LOT: 15136DC 4400 0 O ; T • v F • ' - - -- _ - -_ - -_ 503- 528 -0357 (503) 220 -2357 TIGARD, OREGON OREGON 97076 97209 SITE ADDRESS: 0TH AVE PO BOX 1100 220 NW 2ND AVENUE e BEAVERTON, GREG PORTLAND. OREGON DRESS• 11935 SW 7 - _---- _-- _-- __------- - - - - -- • - - CONTACT: RUSS WELLS CONTACT: LANCE CHEELEY _ _ _ _._. __._.- -._._ _. _ . _. i r __ - ' H t OREGON UTILITY '^ 2 g $ a - H • SITE MAP NOTIFICATION CENTER , COr elP 1400.332.2144 ) SHEET INDEX e fi COO GENERAL COVER SHEET R GENERAL CONSTRUCTION NOTES co t EYJSTING CONDTnONS PLAN 1. THE CITYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS 'MANUAL ON 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF 25. THE CITYS INSPECTOR MAY. AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS CO2 GENERAL CONSTRUCTION NOTES I' r , UNIFORM TRAFFIC CONTROL DEVISES FOR STREETS AND HIGHWAYS U.S. DEPT. OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CO3 PROPOSED PLAT / SITE PLAN v ° ° TRANSPORTATION. FHWA, 1988 E0. SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE AT ANY TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ADEQUACY /COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE CO4 GRADING PLAN / a o a WITH THE CITYS STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE WITH A ACCOMPLISH CLEAN UP. PERMIT HOLDERS' EXPENSE. CO5 RETAINING WALL PLAN AND PROF_ES `/ CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE I / � APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. INSTALLED AND MAINTAINED MEETING THE D.E.O. REQUIREMENTS. THE CITY MAY AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY E AT ANY TIME ORDER CORRECTIVE ACTON AND STOPPAGE OF WORK TO CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER EROSION AND SEDIMENT CONTROL LL. 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WI THOUT ACCOMPLISH EFFECTIVE EROSION CONTROL. SATISFACTION. ; ,� HAVI NG FIRST OBTAINED WRITTEN APPROVAL FROM 111E CITY ENGINEER. THE 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A ESCOO EROSION AND SEDIMENT CONTROL COVER W PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF STANDARD GRASS MIX; SHRUBS, FLOWERS. BARKDUST, EXISTING SIGNS, PAVEMENT 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE (� Di TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE. ESCOI CLEARING AND DEMOLITION ESC PLAN f $ p '^ DEPT., ESCO2 GRADING, STREET, AND UTILITY CONSTRUCTION ESC PLAN TUALATIN FIRE & RESCUE) AND TO TRI -MET AND TIGARD AND BEAVERTON REPLACED, VW TH LIKE KIND AND MATERIAL, 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE V., SCHOOL DISTRICT. INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN PLACED. ESCO3 EROSION AND SEDIMENT CONTRO DETAILS 17, EFFECTIVE DRAINAGE CONTROL IS REQUI DRAINAGE SHALL BE CONTROLLED Z 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTIONS SHALL BE PROVIDED TO WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR. IN WRITING, THE THE GENERAL MOTORING PUBUC BY PLACEMENT OF AN ADVANCE NOTIFICATION PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO P SIGN Al EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN STREET AND STORM CONSTRUCTION PLANS 5 �� o I HF'� / INITIATION OF CONSTRUCTION WORK. STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT c+ 6 E'q 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT C10 DARTMOUTH STREET AND UTILITY PLAN AND PROFILE 1 ` y5, Ss,0a0 NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 CHANGES. C11 70TH AVE STREET AND UTILITY PLAN AND PROFILE '^ WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABUSHED. HOURS (MIN.) PRIOR TO START WORK. DAMAGE TO UTILITIES SHALL BE 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE GTY C12 PRIVATE ONSITE STORM PLAN VJ OREGON 6. TRAFFIC CONTROL DEVICES. FLACPE ETC., SHALL BE IN PLACE PRIOR TO AND S. CORRECTED AT THE PERMIT HOLDERS' EXPENSE. INSPECTOR. IN WRITING. THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER 1.10, 1� C13 PRIVATE ONSITE SANITARY SEWER AND WATER PLAN INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION OF A DESIGNATED "COMPETENT PERSON' RESPONSIBLE FOR CONSTRUCTION SAFETY 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS. NOR BETWEEN AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING AS PER OR -OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB - DIVISION P - C14 SITE SPECIFIC DETAILS Z 9:00 P M, TO 7:00 A.M„ MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P M. TO IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY /ALL C1 S AND STORM STANDARD DETAILS L,1,1 EXP. 12/31/07 R:00 A,M. SATURDAY, NOR BETWEEN 9:00 P M, TO 9:00 A,M, SUNDAY. FACILITIES BY NECESSARY• IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. ASSIGNMENT CHANCES. C16 STREET AND STORM STANDARD DETAILS 8. MINIMUM TRAVEL LANE WIDTH SHALL BE JWF)VE 1 FEET; PEDESTRIAN TRAVEL CHANGES MUST BE APPROVED BY 7HE CITY IN ADVANCE OF WORK PERFORMANCE. 31. IT 15 THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER l 1 DATE I BY (y C17 STORM AND SANITARY SEWE CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTIUTY AGENCIES. RIGHT -OF -ENTRY AND /OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF SEWER STANDARD DETAILS 1 I SHALL ALSO BE PROVIDED FOR. RIGHT -OF -ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO C18 WATER STANDARD DETAILS r ` 1 I 20.A TEMPORARY HARD - SURFACE PATCH (COLD MIX AC OR HOT 1.110 BASE PAVING) THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE V 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL SHALL BE PLACED ON TRENCHES WITHIN ROADWAY AT THE END OF EACH DAYS PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF S REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO WORK. NO TRENCH. ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN RIGHT -OF -ENTRY OR EASEMENTS. MISCELLANEOUS 0 1 1 ASSURE PUBLIC SAFETY. UNSAFE CONDITION, THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY. THE PERMIT HOLOER SHALL HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 32.BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL 1 CLEAN AND HAVE THE CITY COMPLETE A PRE - ACCEPTANCE VIDEO INSPECTION OF LO1 PUBUC LANDSCAPE PLAN / DETAILS CONTACT THE CITYS PRIVATE DEVELOPMENT REVIEW ENGINEER, (503- 639 -4171) 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 L02 PRIVATE LANDSCAPE PLAN / DETAILS 1 I TO ESTABLISH A PLACE. TIME. AND DATE FOR A PRE - CONSTRUCTION MEETING. FACILITIES (ROADS, DITCHES. ETC.) AS MAY BE NECESSARY. IN THE CITY DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE 1 1. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY 111E CITYS INSPECTOR AT INSPECTORS OPINION. TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED REPAIRED BEFORE PLACEMENT OF FINAL UFT. Z 503- 639 -4171 TWENTY -FOUR (24) HOURS PRIOR TO COMMENCING WORK, IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK /1 RECORD DRAWINGS: 0 DATE 1 10/10/06 TWENTY -FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED SHALL BE DONE AT THE PERMIT HOLDERS' EXPENSE. PROJECT USTING) AND AFTER COMPLETING WORK COVERED BY PERMIT. 22. ONE A5 -BUILT MYLAR DRAYANG SHOWING ALL NEW PUBLIC IMPROVEMENTS, AREA CALCULATIONS F D DESIGNED 1 -G E INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION CONTRACTOR SHALL PROVIDE OWNER OR OWNER'S REPRESENTATIVE WITH A REDLINED / 1 pRgOD 1 DE 12.A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED PLANS AND, ALSO. ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC PRE - DEVELOPED POST - DEVELOPED COPY OF THESE CONSTRUCTION PLANS SHOWING CONSTRUCTED AS -BUILT ELEVATIONS. 0 • CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK SYSTEM OR FACIUTY. SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL LOCATIONS AND PLAN DEVIATIONS. REDLINED AS -BUILT DRAWINGS SHALL BE SUBMITTED D PROJECT 1 1 18004 -001 AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPUANCE PUBLIC ROW IMPERVIOUS - - 3,772 SF 0.09 AC TO OWNER'S REPRESENTATIVE ONE WEEK PRIOR TO REQUESTING WALK - THROUGH AND /OR PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN (FORM ATTACHED). PUBUC ROW PERVIOUS - - 3.083 SF 0.07 AC ACCEPTANCE OF SUBSTANTIAL COMPLETION. CC SHEET TIRE AMENDMENTS AND TO THE CITYS STANDARDS AND SPECIFICATIONS AND TO THESE 23. A SEWER SYSTEM AIR -TEST AND V.H.S. TV TEST REPORT AND ONE SET OF - - 6,856 SF 0.16 AC GENERA E TT, IN CONDITIONS. CHANGES TO P OF THE AFORESAID MUST BE APPROVED BLUELINE - AS- BUILTS OF EITHER OR BOTH THE STORM AND SANITARY SEWER 1. THE UNDERSIGNED. STATE 1 HAVE CHECKED AND VERIFIED THAT THESE REDLINED (1) .� BY THE GY. N ADVANCE OF WORK PERFORMANCE. GVClrur\ uev or orn (OF OS V Eur ray CDR REVIEW AND APPROVAL PRIOR TO ONSITE DEV. IMPFROUS 3.320 SF 0.08 AC 64.787 SF 1.49 AC AS -BUILT DRAWINGS ARE ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. VJ curt, VE STREET CONSTRUCTION NOTES STORM DRAIN CONSTRUCTION NOTES • 1. ALL CONSTRUCTION AND MATERIALS WITHIN WASHINGTON COUNTY RIGHT -OF -WAY SHALL CONFORM I. ALL STORM &HER CONSTRUC11ON AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE ' I I TO WASHINGTON COUNTY STANDARD SPECIFICATIONS. APPLICABLE REOUIREMENTS OF CLEAN WATER SERVICES R&O 04 -09 AND THE APPUCABLE L 2• ALL CONSTRUCTION AND MATERIALS WITHIN THE OTY OF TICARD RIGHT -OF -WAY SHALL CONFORM REQUIREMENTS OF CITY OF TICARD AND /OR WASHINGTON COUNTY. /� TO OTY OF TIGARO STANDARD SPECIFICATIONS. 2. ALL C.S.P. SHALL CONFORM TO ASTM C76. CLASS 3 UNLESS OTHERWISE NOTED. PIPES IN AREAS CC ' 3, DESIGN AND CONSTRUCTION REQUIREMENTS NOT ADDRESSED IN THE CITY OR COUNTY STANDARDS WITH LESS THAN 3 OF COVER AS MEASURED FROM TOP OF SUBGRADE WITHIN ROW LIMITS SHALL SHALL BE GOVERNED BY 11E OREGON APWA STANDARDS. BE AWWA C900 OR DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF ANSI A21.50 -1 OR r^ 4. ALL SPECIFIED AGGREGATE (3/4 - 0' & 1 1/2' -0') SHALL MEET APWA STANDARDS AWWA 0150 -1, CEMENT LINED PUSH -ON JOINT. THE MINIMUM THICKNESS SHALL BE CLASS 50 (UP H/ THROUGH 12 INCH DIAMETER PIPE) AND CLASS 51 (FOR 14 NCH DIAMETER PIPE OR LARGER). O 5. THE REWIRED DENSITY FOR TREATED AND UNTREATED SUBGRADE MATERIALS 955 OF MAXIMUM 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT 15 THE CONTRACTORS DENSITY AS DETERMINED BY AASHTO SHALL NOT BE LESS THAN 95% OF T -180. RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTIUTIES PRIOR TO 6. THE CRUSHED ROCK BASE FOR PAVING SHALL BE COMPACTED TO 955 OF MAXIMUM DENSITY USING LOCATES AT OCAT AT L LEAST AST 4 B 8 H HOURS RS PRIOR TO OGI TO CON N ANY DISCREPANCIES IN THE PLANS. CALL FOR AASHTO T -180. THE DENSITY OF ASPHALT CONCRETE 925 FOR THE TOP LIFT AND 915 FOR ALL LSTRUCTION. Z BASE LIFTS AND SHALL BE AT LEAST THE THEORETICAL MAXIMUM DENSITY AS DETERMINED BY 4• PIPE BEDDING AND BACKFILL SHALL CONFORM TO THE CLEAN WATER SERVICES R&O 04 -09. °DOT TN 306. 5. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.5.H.A. ANO IN Z AU. SOEWALKS, CURBS. AND DRIVEWAYS PER WASHINGTON COUNTY PARTICULAR THOSE PERTAINING TO ADEQUATE SNORING ANO TRENCH PROTECTION OF WORKMEN. 7. USE 3,300 PSI CONCRETE FOR A 0 STANDARDS. OTT OF TIGARD STANDARDS AND APWA STANDARDS. 6. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE. FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT 8. STATIONING IS BASED UPON PROPOSED STREET CENTERLNE UNLESS OTHERWISE SPEOFIEO. SHALL BE SET 6' ABOVE FINISHED GRADE. 9, NOTIFY COUNTY INSPECTOR AND ENGINEER 2 BUSINESS DAYS BEFORE COMMENCING WORK WIT169 7. ALL STORM SYSTEMS SHALL BE VIDEO INSPECTED, PASS THE REQUIRED COMPACTION TEST (ASSHTO COUNTY JU T -180), AND A DEFLECTION TEST. PER CLEAN WATER SERVICES AND CITY OF TIGARO AND /OR 10. NOTIFY OTY INSPECTOR AND ENGINEER 2 BUSINESS DAYS BEFORE COMMENCING WORK MIliaN CITY WASHINGTON COUNTY STANDARDS. CC C JURISDICTION. 6. CONTRACTOR IS TO USE PIPE TYPES AS SPECIFIED IN CONSTRUCTION PLANS. ANY CHANGES MUST ... . 0 11. EROSION CONTROL. DRAINAGE CONTRO AND DEBRIS CONTROL SHALL BE PROVIDED FOR AT ALL BE APPROVED REVISIONS TO THE PLANS BY CLEAN WATER SERVICES. '�//�LV TIMES AND SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION. UNSATISFACTORY 9, ALL STORM SEWER PIPE SHALL BE GASKETED PIPE CONFORMING TO CLEAN WATER SERVICES R&O VJ O PERFORMANCE 15 CAUSE FOR TERMINATION OF ALL WORK AT THE SITE UNTIL CORRECTION OCCURS 04 -09. Z SATISFACTORY TO CMS. ALL STORM SEWER LATERALS SHALL TERMINATE 2 FEET BEYOND THE PUBLIC UTIUTY EASEMENT 10. 0 Q 12. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL ALONG THE EXISTING . PE ACCORWISE NOTED AND SHALL SLUGGED LT DIRT A DEBRIS FROM ENTERING ROADS AS REWIRED BY WASHINGTON COUNTY AND/OR THE OTY OF TIGARD. 0 2 / PIPE E IN ACCORDANCE WITH CWS STANDARDS. THE ENDS OF ALL SEWER OF ALL STORM SEWER LATERR ALS SHALL 13. ALL SIGNING, PAVEMENT STRIPING AND MARKINGS AND PERMANENT BARRICADES WITHIN THE BE MARKED PATH A VERTICAL 2.4. EXTENDING FROM THE PIPE INVERT TO A POINT AT LEAST 18 COUNTY RIGHT -OF -WAY TO BE INSTALLED. REMOVED AND /OR REINSTALLED BY PERMITEE WITH INCHES ABOVE FINISHED GRADE. THE 2.4 SHALL BE PAINTED WHITE ON ALL SIDES, HARKED J L CO WASHINGTON COUNTY APPROVAL. STORM' ON THE STREET SIDE AND MARKED WITH THE DEPTH IN FEET AND TENTHS FROM FINISHED r 0) GRADE TO THE INVERT. /'� 14. SAWCUT STRAIGHT UNES TO MEET EXISTING PAVEMENT WITH NEW PAVEMENT. 11. ALL STORM SEWER LATERALS SHALL BE WHITE PVC PIPE CONFORMING TO THE REQUIREMENTS OF w 11..1` 15. ADJUST ALL MANHOLES LIDS, VALVE BOXES, AND MONUMENT BOXES 70 FINISHED GRADE. ASTM D3034. SDR 35, WITH THE FOLLOWING EXCEPTION: WHERE PIPE COVER 15 LESS THAN 24 0 16. STREET LIGHTING SMALL BE IN ACCORDANCE WITH THE APPROVED STREET LIGHT PLAN. FROM THE BOTTOM OF SUBGRADE TO THE TOP OF THE PIPE WITHIN THE PUBLIC RIGHT OF WAY, THE PIPE MATERIAL SHALL BE CEMENT LINED PUSH -ON DUCTILE IRON CLASS 50, CONFORMING TO Z A 17. ALL BURIED STRUCTURES (LE. TANKS, LEACH LINES. DRA TILE, AND PIPES) NOT DESIGNATED TO ANSI A21.50 -1. AS INDICATED ON SHEET 0101 THE SLOPE ALL STORM LATERALS STALL BE 2 LU REMAIN ON THE SITE. SHALL BE REMOVED AND THE RESULTING EXCAVATIONS SHALL BE PROPERLY PERCENT UNLESS OTHERWISE NOTED AND THE MINIMUM SIZE SHALL BE 4' UNLESS OTHERWISE 0 Q 0 BAOIFILLED AND COMPACTED PRIOR TO ANY GRADING OR FILLING OPERATIONS. THIS IS TO INCLUDE NOTED. 0 0 STUMPS AND ROOTBALLS OF TREES TO BE REMOVED FROM THE SITE. PROVIDE INSPECTION WITH 12. THE CONTRACTOR SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT DIFFERS FROM THE APPROVED DISPOSAL SITE PRIOR 70 EXCAVATION AND RFMOYAI APPROVED PLANS AND SHALL MAINTAIN 'RECORD DRAWINGS DURING THE CONSTRUCTION PERIOD. 18. TREES NOT OESICNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES. 'RECORD DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AT THE END OF THE PROJECT. c 19. CONTRACTOR SHALL REMOVE ALL TREES (MARKED). SHRUBS. RUBBISH, AND MAN -MADE O STRUCTURES INCLUDING, BUT NOT LIMITED TO, CONCRETE SLAB5, WALLS. VAULTS, FOOTINGS. (CONSTRUCTED OF WOOD. CON METAL, ETC.) BUILDINGS DINGS IFOUNDATIONS.AFENCES, BUILDINGS RAILING. 5 n N ASPHALTIC PAVED a n o MACHINERY, ETC. WITHIN THE CLEARING LIMITS. THE ITEMS LISTED ABOVE SHALL BE DISPOSED OF OFF-SITE. RUCTURES TO BE REMOVED. PROVIDE NSPEC ROVED SITE EXCAVATION SANITARY SEWER CONSTRUCTION NOTES p AND RFMOVAI, N 20. THE AREA OF THE SITE DESIGNATED ON THE PLAN 10 BE REGRADED SHALL BE STRIPPED TO 1. SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH CLEANWATER SERVICES < L 0 REMOVE ORGANIC MATERIAL. SEE GEOTECHNICAL REPORT FOR DEPTH. STANDARD SPECIFICATIONS AND DRAWINGS, R&O 04 -09. < p 3C n N 21. ALL UNSUITABLE MATERIAL (SOIL & VEGETATION) REMOVED DURING THE CLEARING AND GRUBBING 2. ALL SANITARY SEWER PIPE (EXCEPT SEWER SERVICE LATERALS) SHALL BE 8' PVC PIPE 0 IA F .-. OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFF -SITE IN A SUITABLE CONFORMING 70 ASTM SPECIFICATION 03034 (SDR 35). JOINTS SHALL BE RUBBER RING TYPE J 0 (i) e LOCATION APPROVED BY THE ENGINEER AND CIT OF TICARD AND /OR WASHINGTON COUNTY. EXCESS (CLEAN WATER SERVICE APPROVED) CONFORMING TO ASTM SPECIFICATION 02112. PIPES IN AREAS TOPSOIL NOT USED IN RIGHT -OF -WAY AND MEDIANS SHALL BE MADE AVAILABLE TO BUILDERS. WITH WITH LESS THAN 3' OF COVER SHALL BE PVC C -900 OR DUCTILE IRON PIPE CONFORMING TO _ PROVIDE INSPECTION WITH APPROVED DISPOSAL SITE PRIOR TO EXCAVATION ANT RFMOVAI THE REQUIREMENTS OF ANSI A21.50 -1 OR AWWA C150 -A. CEMENT LINED PUSH -ON JOINT. THE H 22.EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 INCLUDING MINIMUM THICKNESS SHALL BE CLASS 50 (UP THROUGH 12 INCH DIAMETER PIPE) AND CLASS 51 NOTIFICATION OF ALL DINNERS OF UNDERGROUND FACILITIES AT LEAST 48 BUSINESS DAY HOURS. (FOR 14 INCH DIAMETER PIPE OR LARGER). r BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN E %CAVATION. 3. ALL SANITARY SEWER SERVICE LATERALS SHALL BE 4' GREEN PVC PIPE CONFORMING TO ASTM Y C ry 23.UTILITY CONDUITS ARE TO BE ELECTRICAL GRADE SCHEDULE 40 PVC & EXTENDEO TO 6' PAST SPECIFICATION D3034 (SDR 35) AND AT A MIN. SLOPE OF 25, UNLESS NOTED OTHERWISE. L 1 a i RIGHT -OF -WAY LINES WITH 38' OF COVER. i j 4. HYDROSTATIC AND AIR TESTING OF SANITARY SEWER UNES AND MANHOLES SHALL RE CONDUCTED IN W. 1 1 1 il 24.ALL UTILITIES SHALL BE INSTALLED UNDERGROUND. ACCORDANCE WITH CLEAN WATER SERVICES STANDARDS. ALL NECESSARY TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY A REPRESENTATIVE OF CLEAN WATER SERVICES AND THE //� - ENGINEER. J) 0 5 , 5, LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT 15 THE CONTRACTORS i RESPONSIBILITY TO FIELD VERIFY DEPTH ANO LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 / \ 6 c HOURS PRIOR TO CONSTRUCTION. C `J '.R o 6, FINISHED RIM ELEVATIONS OF MANHOLES WITHIN PAVEMENT ARE APPROXIMATE. FINAL FINISHED RIM L ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL BE SET LL n g 8' ABOVE FINISH GRADE. U ° N 1 7. PIPE BEDDING AND BACKFILL SHALL CONFORM TO CLEAN WATER SERVICES AND CITY OF TICARD //11 ¢ ti STANDARDS. TOP 2' TO BE TOPSOIL IN LANDSCAPE AREAS. L.L 8. SANITARY SEWER MANHOLE CONSTRUCTION SHALL CONFORM TO CLEAN WATER SERVICES STANDARDS. 3 n R 04 -09. W DI 9. ALL SANITARY SEWER SERVICE LATERALS SHALL TERMINATE AT THE PROPERTY LINE UNLESS OTHERWISE . NOTED. AND SHALL BE PLUGGED TO PREVENT DIRT AND DEBRIS FROM ENTERING PIPE IN ACCORDANCE $ WITH CLEAN WATER SERVICES STANDARDS. THE ENDS OF THE LATERALS SHALL BE MARKED WITH A /� 600D 2'X4' SET VERTICALLY AND EXTENDING AT LEAST 24' ABOVE FINISHED GRADE. THE WOOD VJ MARKER SHALL BE PAINTED WHITE. OR MARKED AS DIRECTED BY A REPRESENTATIVE FROM CLEAN Z WATER SERVICES. L ,�C 10 SANITARY AND FEET ALL CONSTRUCTION O MUST MEET DEO AND WATERER AND SOURCES O , c.. 00 q'G //� BOARD REQUIREMENTS FOR SEPARATION. 1 k, 53 7� II. ALL SANITARY SYSTEMS SHALL BE VIDEO INSPECTED. PASS THE REQUIRED COMPACTION TEST (ASHTO r^ T -180), AND A °ERECTION TEST AND AIR TEST, PER CLEAN WATER SERVICES STANDARD VJ OREGON SPECIFICATIONS. ALL REQUIRED TESTING SMALL BE PERFORMED BY THE CONTRACTOR. L 12. THE CONTRACTOR/ENCINEER SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT DIFFERS FROM THE f X APPROVED PLANS AND SHALL MAINTAIN 'RECORD DRAWINGS' DURING THE CONSTRUCTION PERIOD. Z - .-[JET 'RECORD DRAWINGS' SHALL BE SUBMITTED TO THE ENGINEER AT THE ENO OF THE PROJECT. W EXP. 12/31/07 2 • I DATE I BY WATER LINE CONSTRUCTION NOTES 0 1 1. THE CONTRACTOR SHALL MAINTAIN ONE 5E7 of TVWD STAMPED APPROVED PLANS ON THE Q CONSTRUCTION SITE AT ALL TIMES. I I 2. NOTIFY TWO. 48 HOURS PRIOR TO COMMENCING CONSTRICTION TO SCHEDULE A PRE - CONSTRUCTION 1 I MEETING TELEPHONE 503- 842 -1511. Z 1 I 3. ALL WORK SHALL BE 04 ACCORDANCE WITH TUALATIN VALLEY WATER DISTRICT. WATER SYSTEM 0 STANDARDS. DATED MARCH 20. 2002 4. ALL WORK WILL BE INSPECTED AND APPROVED BY T. DATE I 10/10/06 DRAWN I .1SE 0 DESIGNED I JSE CHECKED I ENE CC PROJECT / I MGA05 -006 F .. SHEET TITLE N GENERAL. NOTES __ __ _ 1_ __ __ – L -- -- - - 1- - -- -- —I— o m 111 �. '- 1 m -m o m� 1 I E7407.86 w - ' . -F 1 1 m c e t' . C. c o C„ . L - ,r.1 c" C ., a ® : A0T ® . L...P `6P ` .. 'J'I r a . %',' . ,%, 1 T ACE- 1�1 -.� 6 `m WO 450 •+ , . k:aD S – QA I 1 CC • 1 IN +fit REFUSE AND - - - – – r �� I D � ENCLOSURE ® ®' 1 7 4, CO 5o SPACES D . _ _ - . ' K -') � I '!� /ii w ii i i r ri�JUi /.: /ii iiii /i / //i iUiiiiiii /i �iiiiiiiiiJiJr iJJi� %iii ✓ii %i Ji �„ um I V / I 2B Op; - % / /1.3a/oi rl� aji.la ® l i ff I Z ' , - a ®�® r l i(1' r'T / 2400' c C •,c e. C ®�! ��i��i A Q « r/I. ��i%v �. c c c R c • ,c`® ® e E 1 J 1 +O ® � ■■ r. 2 HC H C q HC O � . ! I ii I 1 r ) �� '. . , ° w . • .0 . ®■■ z • inns EA g •18,C0 9X185 UA=180D , 9,W' Q • • { - - i _ t i 111 � I .. 6.00 ' fi.DD ..l8 } .a 8'XT6.50 EA .24.00'.1 •� El I I 0 � k I 1 I 0 O ;� 6 t :t 11 I• _ 1 - :e■ , J — 5 0 x �. 9 � 00 � ■■ ® '� .� ,� �1 9 `•A , `0,9 18. �• EA .: 7 00 `. ° R � '! x. '' 1 . i I I ■ W 0 & p ai 1 , l c:.`. S ' . N1 j II♦il INFINNIINENIN■ ��ER�IIII1MI •NPIMINIONNI■■I 9 L CI) w (4) SPACES 1 a � . ■■ _ 36.00'. 9 w s _ �' r .. • x. • ' I1■ r BIKE PARKING ■�, C Q _ 'S - • - ` - r� m II Nw m U t 8b rr { = r s 1■ 1 1a::•• • �� Is ,f j �' 'b O 8.5'X16.90' EA. = '„ 1611 ' $ 1 ' s m ( i r PROPOSED BUILDING ` m < (j = n o • " 38.985 SF I n j f U MINI rim n ® ■■ i m i sP • s e x" :.SD A T1a' •' ' LJ ■ ■ ■■ 1 0li� P W s■■�■ J S ii I © < ' — — — 3 ® 1 111 - I MOM ! 12 I u \ \ J p 0 "' I" N 8826.17 / / / / / / / / / / / / // / /J / /// I ■ ■ L CPROPOSED R.O.W. us= 8 m i ai r . � . '•' '1 E7411 m ■■ EXISTING ROW MM.. 0 0 0 � « - Y ,,,,,,1■,a r„ - - - - sY.isO • OrsYssOru , iC!lsRAi % iwii is 1 eis h i s\ I YM C Ul rs li ,Rissi„O,Y6,,,,OOr ■ mY� � .' , � � r — r" N , ;W 7 . a? , s _ -_.. _. ._ ,. _ 47.00' , 35.00' . J Z .S .. _ 70 ., CO m p __.. - _ _. - __ _- " . o ..y • , . ,. PROPOSED EXISTING 22 0_0' � J uFi _ - - t V / r ,t 6 . ROW R ° ,. — .. _ _ _ EXISTING CEN TERUN _ •r —' J C U 4 0 v _ _ f r— - 6 , d o s - - v - , ., " , S .W. DARTMOUTH - ST , 'REETo a - . . g w. • G I V 4. NE' / GENERAL CONSTRUCTION NOTES SITE CONSTRUCTION NOTES CONT. LEGEND ' 5 '° . ° ' STAND CURB '^ l ;11 _________ I— co L LOCATION OF EXISTING UTIUTIE$ ARE BASED ON AVAILABLE INFORMATION. R IS m 'COMPACT IN VJ OREGON Q C ONSTRUCT TYPICAL HANDICAP RAMP 0.D.A. STANDARDS. EACH COMPACT STALL EXISTING LOT LINE v Ytv lo• THE CONTRACTORS L FOR LOCATES 70 FIELD VERIFY DEPTH AND LOCATION OF EXISTING SEE SHEET SD9 FOR DETAIL. E %ISTINC CENTER UNE L UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES YIIDE WHILE PAVEMENT IN THE PLANS. CALL FOR LOCALES Al LEAST 48 HOUR$ PRIOR TO CONSTRUCTION. © CONSTRUCT TYPICAL HANDICAP PARKING STALL. WITH A.D.A. $TRIPE TYPICAL $ i 4 ASPHALTIC CONCRE EXISTING FENCE UNE 5 Z Sb7T 2 NE CONTRACTOR SHALL Al ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF APPROVED SYMBOL AND SIGN. SEE THIS SHEET FOR DETAL. 1 t R �� • EXISTING CURB — — _ W EXP. 12/31/07 O RE AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH © CONSTRUCT 6' WIOE CONCRETE SIDEWALK. SEE SHEET SD9 FOR DE COMPACT PARKING STALL DETAIL 8 COMPACTED AGGREGATE BASE ROCK EXISTING STREET STRIPING PROTECTION OF WORKMEN. NTS •: • EXISTING STREET SIGN I 2 3. THE CONTRACTOR SHALL O ALL TIMES ABIDE BY ALL APPROPRIATE CODES, LAWS ® CONSTRUCT B' WIDE CONCRETE SIDEWALK. SEE SHEET 509 FOR DETAILS. X 11 =11- -11..-11. - COMPACTED SUBGRADE D OSTING CATCH BASIN �'1 / I DAIS I BY AND DISTURBED THAT GOVERN CONSTRUCTION ETON WITHIN THE PTY OF TICARD. J 4. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT Q CONSTRUCT STANDARD CURB. SEE SHEET 509 FOR DETAIL TYPICAL SITE PAVEMENT SECTION EXISTING CONCRETE SURFACE I;" ! '• i ARE DISTURBED DUE R CONSTRUCTION. © - - U 1 1 S. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL ALONG CONSTRUCT CAST IN PLACE RETAINING WALL. SEE SHEET RW1 AND RW2 STANDARD CURB 1 I OF THE ARCHITECTURAL PLANS FOR RETAANING WALL DETAIL AND SCHEDULE. • sE ocmEasver Iav°ni ro4 •xaurz e•sc. vuAUEw *. PROPOSED RIGH Of WAY LINE THE EXISTING ROADS AS REQUIRED BY THE CITY Of TICARD. SEE SHEET CO5 FOR RETAINING WALL PROFILES •HD ema.K �•��' NEMIIEYE IL — _ _ — _ _ I 1 6. ALL CONSTRUCTION SHALL CONFORM TO PTY OF TICARD STANDAIRDS AND SPEpFICATi0N5 3• • WIDE WHITE PAVEMENT PROPOSED LOT LINE 0 SEE ARCHITECTURAL PLANS FOR PGE VAULT ECLOSURE DETAILS STRIPE TYPICAL PROPOSED EDGE OF PAVING 0 1 1 g PROPOSED CURB LINE I 1 7. EXCAVATORS MUST COMPLY WITH THE PROVISIONS OF ORA 757.541 THRU 757.571 0 SEE ARCHITECTURAL PLANS FOR REFUSE AND RECYCLE ENCLOSURE DETAILS. TYPICAL PARKING STALL DETAIL 8. ALL PROPOSED ASPHALTIC SURFACE (". ;. ; �'I Z 1 1 El WORK SHALL BE PERFORMED BY CITY APPROVED CONTRACTORS. 0 NTS SEE OFF -ATE PLANS FOR DRIVEWAY APPROACH INFORMATION. / �- 4• ASPHALTIC CONCRETE PROPOSED SIDEWALK = = == - - O DATE 1 10/10/06 INSTALL PRECAST CONCRETE WHEEL STOP (TYP.). SEE SHEET C13 FOR DETAIL (2 - 2• LIFTS) PROPOSED RETAINING WALL 12' COMPACTED AGGREGATE BASE ROCK PROPOSED LANDSCAPE AREA .}•^``•'':`:i=.'f DRAWN I JSE ED INSTALL 4 a 4' DETAIL WELL USE STD. CURB FOR BORDER. TYPICAL STOP BAR : �'�= ; ?�'� CEO7ECHNICAL FABRIC AMACO 2002 I � i �'� •Y• 0 • m SEE STD. CURB DETAIL SHEET SD9. STRIPES 0 2 OR OU PROPOSED PARKING LOT LIGHTS OESD 1 JS7: • m 3 ' O.C. . lf= lf - '.? :. 11 = ••' E IVALENT < CHECKED I EWE SEE LANDSCAPING PLANS FOR LANSCAPI INFORMATION. U -- COMPACTED SUBGRADE PROPOSED FLAG POLES o 0 0 cc D PRaBC / 1 YuOS -008 ® BIKE RACK. SEE ARCHITECTURAL PLANS FOR DETAIL WET WEATHER PAVEMENT SECTION PROPOSED STREET LIGHT 3,F• L SHEET TITLE m CONSTRUCT CONCRETE BOLLARD. SEE SHEET C13 FOR DETAIL TYPICAL HANDICAP SIGN NM • r MO •oE COMPACT= R°4RYpin BASF, r vE.IO1t SCALE: J • =70 SITE PLAN n ..._ . -.. ..........,....., a• - veu er't•.fS51RLE I —7 SHEET NUMBER I 1 - , -- ` �` \ \ 1 w 1 1 L___ \ s \ \ \ \ r \ � / y _ . : rte` - � �I ill.rid _ _ _ I I 1 / I _ _ - - - ....4.m...-......-...7•....._.-.--=-- T °\ / \ I I / / / _ .rZ ► a I 4�� • ill • - - - - _ - - 1 i ?J9� ` ` -�� \ �• ( \_ -R: - �� t . �i1 , -- -, -- '� 0-3.- dl t I ril it I I 1 I �' ) �` ,2xm \ a c c ir, \ e . c c c 1h1 1 1 :., c -i c \ n 24. , \ r \ g r Iq CC ♦ 1522. ? 4 4 e \ 247'3 \ 5181 • 233.9 1 �'� 59 I . \\ dq ! I Q 4 : .. 233830 -\ 24 ? \ \ \ N, tit. r - i\ 8, ,:. k 1 ! ‘'S, 8.0011 , \ t \ . a'}: T : , �� . _! \ ! 1 7.11 \ , \ \ \I � S /` \ \ �{2 - >o1II 40011/11► - \ _ \ 4'` � 1. \I \ 0 i + A S 1 141731 1 � �� . 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I F o \ \ \ • \ 1 • \ , . 1 I 1 __ .._.__ • _._ 7777 _ _ _.. �: . - 1 1 I I Y 1 1 I 1 \ I I • I - 1 O � n - I Q_ O n •d \ \ \ _ _ -__. _.__- _- _.. _7 _ __ __ 7 _. _ - _ .. _ / / / 1 1 / /' / \ 1 l 1 \ \ \ \ - p - - , ° n 1 0 �. - �� -= = n = = - _ yam \ `` ---- !_��r \ 1 7 J 11_, 1 1 _______ _\_- _= -�_ .T_ - -�% ___ - - - -- "}-- %i / Z -_ -- `' -/__. '' / / � / /- -'- ,- �±='_ i _ � � I + - rte '�_ - = ===fir ,.,= -_ t - ' \ ' 1 Y . I �Q�� - - 7_7_7 7..._ -. _ v s- / . ./ / / / 1 / z� _ ' . .. S\ �pI NE / CLEARING /GRADING GENERAL NOTES GRADING CONSTRUCTION NOTES 1 ‘,,53G 5 o&o 1. ALL CONSTRUCTION AND MATERIALS WITHIN THE CITY OF TIGARD RIGHT -OF -WAY SHALL CONFORM TO THE CITY OF OREOON T STANDARD N STRIPING DAY. 1 PROVIDE BIO -BAG INLET PROTECTION (TYPICAL SEE SHEET ESCO3 FOR DETAIL. - � It ?' � 2. NOTIFY OTIFY BUSINESS LEGEND U) ENGINEER 2 BUS DAYS BEFORE COMMENCING WORK. )' EXISTING CENTER LINE L I- �` r \` lo. • y t P� 3. ALL SIGNING, PAVEMENT STRIPING AND MARKINGS AND PERMANENT BARRICADES WITHIN THE COUNTY O2 INSTALL SEDIMENT FENCE (TYPICAL). SEE SHEET ESCO3 FOR DETAIL Z RIGHT -OF -WAY TO BE INSTALLED. REMOVED AND /OR REINSTALLED BY MULTNOMAH COUNTY MAINTENANCE O PROVIDE LANDSCAPE MOUNDING AT ALL PARKING ISLANDS (TYPICAL). SEE EXISTING 1' CONTOUR LINE -- - - -204- - w EXP. 12/31/07 DEPARTMENT AND CHARGED TO PERMITEE. SHEET ESCO3 FOR DETAIL. EXISTING 5' CONTOUR LINE - -705- - - 4. STATIONING BASED ON PROPOSED CENEERUNE AND LIVEN ALIGNMENT$. 2 5. CONTRACTOR SHALL REMOVE ALL TREES (MARKED), SHRUBS. RUBBISH, AND MAN -MADE STRUCTURES ® INSTALL GRAVEL CONSTRUCTION ENTRANCE. SEE DETAIL SHEET ESCO3 EXISTING WATER LINE M' INCLUDING, BUT NOT UMITED T0, CONCRETE SLABS. WALLS. VAULTS, FOOTINGS, ASPHALTIC PAVED SURFACES. EXISTING SANITARY LINE SS = • 1 DATE I BY GRAVELED AREAS. SHEDS OR OTHER FREE- STANDING BUILDINGS (CONSTRUCTED OF WOOD, CONCRETE. METAL, ETC.) EXISTING FENCE UNE X I I BUILDINGS FOUNDATIONS. FENCES, RAILING. MACHINERY. ETC. WITHIN THE CLEARING LIMITS. THE ITEMS LISTED ABOVE OVERHEAD POWER LINE OHW U STRUCTURES TO BE SHALL BE OISPO. E REMOVED. OF OFF -SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE NUMBER OF BENCHMARK INFORMATION EXISTING CONCRETE SURFACE 0 1 I EXISTING SANITARY MANHOLE AN 6. ALL BURIED STRUCTURES ( TANKS, LEACH LINES, DRAIN TILE, AND PIPES) NOT DESIGNATED TO REMAIN ON INC CITY OF TIGARD BENCHMARK NO 225 0 I 1 SITE. SHALL BE REMOVED AND INC RESULTING EXCAVATIONS SHALL BE PROPERLY BACKFILLED AND COMPACTED PRIOR EXISTING STORM MANHOLE QS TO ANY GRADING OR FILLING OPERATIONS. THIS IS TO INCLUDE STUMPS AND ROOTBALLS OF TREES TO BE REMOVED BENCHMARK ELEVATION .. 213.89' FEET (NAVD '29) EXISTING STREET SIGN 1 I FROM THE SITE. EXISTING ST LIGHT Z 1 1 7. AU. UNSUITABLE MATERIAL (SOIL VEGETATION) REMOVED DURING THE CLEARING AND GRUBBING OPERATIONS A BRASS CAP ON THE CURBUNE AT THE NORTHEAST EXISTING CATCH BASIN ® O SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF F OFF-SITE IN N A A SUITABLE LOCATI UITABLE LOCATION APPROVED BY THE CORNER OF SW DARTMOUTH AND SW 72ND AVENUE. ENGINEER AND THE CITY OF TIGARD. DATE 1 10/10/06 B. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 INCLUDING NOTIFICATION OF PROPOSED 1' CONTOUR LINE -203 L ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 BUSINESS DAY HOURS. BUT NOT MORE THAN 10 BUSINESS - DAYS, BEFORE COMMENCING AN EXCAVATION. �+ PROPOSED 5' CONTOUR UNE -205 I- (� .5 DRAWN I E o I ' 9. ALL EMBANKMENT REQUIRED SHALL BE STRUCTURAL FILL MEETING THE REQUIREMENTS AND SPECIFICATIONS OF THE ABBREVIATIONS WI PRQ 01ECXED I t'ME GEOIECHNICAL INVESTIGATION PREPARED BY CEOTECHNICAL ENGINEER DATED MONTH DAY, YEAR. r! 10. ENGINEER /OWNER SHALL PROVIDE THE CONTRACTOR TH A LOCATION TO PLACE AND COMPACT EXCESS PROPOSED STORM MANHOLE QD L M ECT / I MGAOS -008 SUITABLE MATERIAL THE LOCATION SHALL BE STRIPPED AND REMOVED OF ALL ORGANIC MATERIAL PRIOR TO FF - FINISHED FLOOR PROPOSED STORM CATCH BASIN ® L L SHEET TITLE PLACEMENT OF EXCESS SUITABLE MATERIAL R -RIM PROPOSED STORM UNE ♦�/\ +�� ING PLAN 11 TSFFC NDi DESIGNATED TO BE REMOVED SMALL BE PROTECTED AT ALL TIMES. GB - GRADE BRAKE VJ it _ ^_�.�- -• .ae:`-srr T� —T� 4 - -- 1-1- < "- " --- ' -1- \ `CAN`° - • : \� I I I \ \\ t r , //' � ' I , —. ,.�, ail ` w � k i y I ( I SCALE. l.e2o • ` —��1 it \ � T \ iF ! i �t � ' \ \ I i I r' � i Z o /o o ao I 1 I 1 14 I I ' 1 1 ® � c c c ° ` c � L J �L ...11� `� L\ I h c \ \ ��/.�� I — - - — W w \ \ \ \ \\ \ a � - 1 \ \ I �`Q I \ t E %1571NG RIGHT OF WAY LINE / �� w \ w \ r \ \ \ \ \ \ \ 1 \ ■ ( \ ■"1 I \ 1� 1 \ PROPOSED RIGHT OF WAY UNE — - - — w 1 1 •-\ i w \ � \ \\ \ • \ \\ \ \ ` ` \ • \ I • • t , • \ \ \ \ \ if !i Vi1 i 1 I \ 1 P4 \+ ` PROPOSED SIDEWALK J I.L. \ \ 1 / ` - .I \ \ , �:�Y., ` - - - L ' — � _ - _ _ \ - mild milt I \ -� 1�I'1 I \\ \\ PROPOSED CURB LINE O LT Q ♦ ■ 11 I \ I t. ` � \ \ +� \ \ ,�� - ss '�' 11 \ \ \\ \ PROPOSED ASPHALTIC SURFACE • - - \h \ \ I \ \ __ ► � ,�' �� I r ( 1 PROPOSED RETAINING WALL \ \ / 1 \ EL • \ \ N \ 7� / i / / % /ii /// /iii / / / /i /7 //U /i. I (- -- " "'- - "- s ! 11 \ ULTRABLOCK 'FLAT CAP PARALLEL TO PRO FILE \ 1 I 1 ; - _— o a \ \ \ � iI! �� / /// c 2 1 c c ; \ \c\ t c ■ i �� 1 I ' w l / I \ w \ _ \ R I < < c c\ 1 \ 4 I \ ULT RABLOCK '3 -CROSS BEAM' PERPENDI TO PRO \ t h i 1._ :j ' _ .: ; • I\ \ -- \ \ \ \ I \ , \ \ 1'N, \ 1 \ h w \ I • - •- ' ° \ ' \ • _ ULTRABLOCK'FULL STANDARD' PERPNDICULAR TO PROFILE \ \ � WP L1- +1 N 1 i \\ I i \\ ■i rt G • � ' - ' \ \ 1 _ \ 1 \ \ \ \ ULTRABLOCK 'FULL STANDARD` PARALLEL TO PROFILE a \ \ • • '>, \ ♦ 1 � _ 1 _ _ �D' I ! i / 1 I \� \ — C • \ \ \ ' , i� I • I \ \ 1 \ ( \ \ 1 'e11N I I ,� j� \ \ \ \ ` CAST -IN -PLACE WALL TO BE DESIGNED BY OTHERS . O JIB \ \ i . ■ 1 \ • i� t \ \ I W PM" { Iiiiw \ - `\ ^ \ \ \ \ t �- \ � \ \ 1 ;1\1 a `1 . t % 1 i }} / \ \ \ ■ IFf1 I ! t f ■I/ j 1 1 + ` Q O `) \ \ \ \ (Q 1i \ \ \ 9 ' S r �1 % &-) 4. •• I ,� \ a \ \ {. m ■, .. .` 11 t NOTE: CONTRACTOR SHALL COORDINATE WITH 11M THIES OF THIES O \ \ '� � \ - \\ . -1� ' ,r t 1 - 1 { I �� ! ' �/ - ��' -- �. ��AAAL. s`` : � � ; 111 �� r\ ■u +1 + 1+ ENGINEERING TO COMPLE THE STRUCT DESIGN OF THE ULTRABLOC R ig ■j�1 r \ pl �� + °t +` MSE AND MODULAR RETAINING WAILS. \ \ \ \ ?r' \ • �1 i p r \ I ■111 1c+1 \ \ \ \ I \ \ \ \ 1 .� \` \ \ w \ �' , / 'f \ �11.PIONI , 11 1M E RIMI II POI 1�� .�■.��.� - ,I■� L WIII - 1 r ` lA 1 t 1 1 1� CONTACT: Z CD • \ \ \ , , \ k \ \ \\ \ � � I - _ \ .1 -- _- \ 1 \ I \ \ \ \\ `♦ ■!� 1 ■11 t l tt TIM THEIS \ \ ■11 \ T THEIS ENGINEERING, LLC CC 1- \ \ - - \ \ \ \ - \ `w \ \ \ \ \ \ \ ■11 I 1 \ L 415 PUEBLO PINTADO \ • \ i . \ r •:: L - r I ��, ■ 11118 In c \ \ \ \ \ \ \ \ \ \ \ I ■ \ \ IS I • \ \ \ \ \ - \ \ \ \ I I / ■� \ WASHINGTON: (253) 471 -4902 111 \ \ \ 1 1 \ \ \ I\ \ \ \ \ �. 1 � I � i ■I■ \1 FAX: (210) 695 -2179 CC V \ \ \ \ \ \ \ \ '' \ \ \ - ..� - 11, I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ NI \ \ \ \ \ I 1/1111101 / 111_ 11 E-mail: limthelaOsata rr corn arnaiIta: timtheisOsata.rr.com> 1Vi \ \ \ \\ \ 1 , � 4. r' I � ■1■ PROPQS ID BU IILDI Nd \ ; \ - \ \ . i \ \ \ -\ \\ - ki-;;;Allit Rms. 4..---.. ( 3 ) ii ? \ \ I \ \ 1a r�1 ■■ \ \ - \ \ \ \ 1 \ \ \ Mirk) - Mum 1 j p . ' \ I 0 :' Ce0 1 ,...„, 2 \ . 1111110: \ \ \ --- - ........ _ .._ _ \ \ \ ,, . _ \ . \ \ \ \ 7 I \ ' I \ ii ,-L „w„, .. p oiiiii� i ,� /i �� /s ii :_ r \ — \ _ \ \ ' � L \\ —_ , ■Oy `1 'i ! ■■ ■I■ \ • v / � ppp ■ 1_a��s _ s ^ac�� \ �� fie'� \ AM .. ---\- /r % ii ,iii iiinti iiii' iiii oiuiiin iiiiiiiiviiiii %iii mv ii/n %ui ii 1 L_ 1 iir•E' \ \ Y �� ■ Q \ � \ J Q O � \ I � � N�. '''' � - .' Y�'�1= T.o•= 'SR'.a1�"'� \' _ �i♦ f_ _ FACE MSC �. � pl /y p! ` MODULAR WALL - . TW 262 0 +30. .1 L � 'A - r . 8 " ! ! •/ ! • ' �1 r- ., 7 (GRAVITY) 0 ry : ,:ii ° - I I BW r ELEV: 251.50 n v Y ! 7 r � ! �. I o ! I r t , 1 I . 4 /T 1 M / d - � M 1 ' / ` / ' / / °f / 7 , o. ., 1 I I } ' � ! . 1 r .I rv / I . I L , a = v ! ! ! 1 I _ BF ELEV: SEE WALL SCHEDULE W 9� r � / '/ '( "l � ° END ULiRAB WALL lS � q ', ' / rv ' ' L ° ` I' . I w " llI, / I o l _ — 1- - --L -- —I ' L, c � a. / Ti" ' ! i f `.`i I I _. — I — J — 1,- — I --- — - '- rl — 6c .—� y ' I - � � ` •! ° '"- � T BACK OF WA LL � �/� C � �, � a W ,.•�- s WALL PT FACE) VJ ____—____r___ Q© I4R: 4lFrJla: 00)< 71ia 1LT. 7fa .p�1��fRr111TCa!i ® . ALIGNMENT 'A' $TA: 0 +30.17, 65.63'L 238 a s rai .s 1♦1♦1 . � �ff � � 1 238 ALIGNMENT A' STA: 1 +27.55, 17.801 TW ELEV: 259.00 n _ ws.�.�� . .�. ..�.�� - TW ELEV: 254.00 B EL ELEV. 2 ALL ■� ■�fI7�111�11•�p.MMDMI .�IMM ■�p i'aIr �T��__= • 236 • BF ELEV: SEE WALL SCHEDULE 234 236 wagoosum11nammacamAa1An1mana t .l 11ea� '�. 1�� rEGIN CAST -IN -PU WALL _ � 0 ■ ■ ■•Q ■ ■■ , ■ ■. ■ ■■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■. ■ ■I ■ ■ �� I1♦� 234 264 ■�� ■■.1u■■■ LI BACK OF WALL = /CC U- d �11� 1♦ IM�- e INIIIME NNE. •111��111•M MESS MN�� . r��kVirit cur- —rmr 262______ _- rii� 1'__••_— UCNMENT 'A' STA: 0+30.17. 65.63'L LL g r • 232 smm'al � . .�sus 1 usus 1 us.�sssss 1 us 1 us ..s GS> ■�_111 e.��1' . - 232 ____�__��s�u��si�s°1� ■ ■�M�'W ELEV: 258.75 W U Y n I ��■■ ■ !!■ ■■ 1■ ■■ ■1■■■■■ ■■ ■■ ■1■ ■■■■�� I ui ++� �M�� 250 ��1♦�!. sINGI ■111■ ■I■ ■ M R 11•in 260 :F TF E a < < WALL SCHEDULE _ •R ��■ ■1 ■�1 ■ ■M 1■ f1w1■■ 1■■■ f >Af ■f7A1■ ■1 ■ ■1■ ■1f>Iw1f1A ■��EM11 i Z 1�� =Pi1 230 muff• �� ■i■N7,S11.is■I■ ■ �■Im■I■�� 12 °- 1 2 O ♦�� ■�� ■MSI .' L11■■■ ■■■■ '■■ I■ ■'■■' ■ ■ ■iiammaii■mr.iG■ii Gi.�ua lawasmaz igmi �MI� 11M11■ ■ ■1■ 11111111■ ■■ IIIIII � r g n !! iii.. !•�1• ■■■■■■ iEI ■ ■■■ I■■ IE■ I■■ Mi>■ 11■■ 1■■ 11f�J1 ■ ■1 ■�1■ ■1■ ■1■ ■1 ■■1■ ■1■ ■1 /ER 2s e____�s�■ ■■1 ■ ■ ■1 ■IIIIIIN■■�■iif�1■11� . —_ WALL CORNER PT. CAST -IN -PLACE W ISp 228 - -- r�rwnr•wra __-__.wnn.n - wr..nwr•..rwn.._nnw_nrw___-■1', 2 _ __ —� .. . .sos.IS- .s■u■■■usr•.s ...soma■.. _ OP :ACK OF WALL= ��sus■ ssss�sss�sssss�snosss_si 256 �� s��si .rasi■.si.�si�u■u■.o■u ■i° ALIGNMENT 'A' STA: 0 +30.21, 82.64'L— $ igHliffla ■■■��— 1.'r�1 1■ 11■ ■• g am ■� ■ ■I ■ ■I ■ ■ ■ ■■ ■ ■t�t■ w ragionsa ■1■ ■I ■1■ ■I■IIIIIIIII III111 iiiiIIi ■ TW ELEV: 257.20 r^ 226 . • LIGNIN N A S ' aXIDE__ 1■■ 1 ■ ■1�ii *I�I��!**' ■O ' MO mem mw� ■ �� 226 254 —i��I■ ■ ■ ■It♦ ■iM■ ■ ■ ■ ■111111111�111111I1f111i11 A� 8W/TF E 251.517 v ' IAIIIU ,'�0 ��M�■■ 11■ ■1■ ■1■ ■1■ ■1■ ■1■■1!M/t ■ =�� 2 24 l iil■■ 1■■ 1■■ 1■■ 1■■ 1■■ 1 ■ ■1 ■ ■1 ■IIJ11 \11111111111111i11f l�1�41 er am V: 51.5 SCHEDULE Z 224 — ••� �mm el"um �o1sa zsz l.�l.�l.�l■ ��O�I�P1��1M�1��1��11111�111�1��I1��I1��I1�M :: ; zsz p PROF! 222 _ — C_`sr• ss, 222 250 .111.11111111.1..=1.11.1.11111111111111111111.11111.1.11111 250 1 ,o` s1Aap 22 1 +00 2 +00 3 +00 4 +00 220 1 +00 1 +50 2 +00 2 +50 OREGON WALL 1 - ULTRABLOCK MSE - FACE OF WALL PROFILE WALL 3 - ULTRABLOCK (MODULAR) AND CAST IN PLACE PROFILE (J) a WALL CORNER PT. 240 - 1 240 254 ■R E •' 2 111111111111111111.1.11 254 254 W EXP. 12/31/07 ELE I • WALL UPPER CORNER PT. 238 -� � s�s.�s�. - 238 252 (`� 252 • DALE 1 BY � TLICNMENT 'A' STA: 3 +73.44, 158.92'L 236 Asti ■ ■1 236 250 �, I�� 250 '1 1 TW ELEV: 235.00 ; ��Iw� '��m��o��!��uRwi'�mousA � 0 B V: SEE WALL SCHEDULE 234 141■■ 1■■ 1■■ ■ ■1 ■ ■1 ■ ■1 ■■1 ■■1■ ■1■ ■1 ■ ■1■ ■1■ 234 . � s..rs�S�.s . � � � I s � s�, s�s.rs ssss O 1 1 ^.'..1,. 1. + 248 12 sl ■sr�sr�s.r•s.�... ∎∎∎ .�.�s■■sss■■■ 232 s s.r• s�.sss.� sssss. .s� s ∎ :s�sQ sss 2 32 p�_ f* �' ■� ■ ■1 ■ ■1 ■ ■1 ■ ■1 ■ ■1 ■ ■1 ■ ■11 ■11 ■■ =1l1 AUGNMENT 246 WALL PT. 0 1!i ■ ■ ■ ■� ■1♦ ■ ■■ ■ ■■ ■, ■oumm:■ e ewig 111113_ ■ 1 ■�,- ■I■■1■■I1I�1 ■■1■ ■1■■1i ■11 ■■ A' STA: 2 +34.19, 88.42'L 1 230 Mr� rwr..■.w� . L■ Ci■ .r.1. ► �z��r 'a++r �.rrt+�.rr.a.rs.ww 246 1��1♦�� 1■ ■111 ■1 ■ ■�■ ■ '. ■ ■ ■ ■ ■ .M■■ 246 TW ELEV: 251•00 Z I 1 ■1■ 1■■ ■ i ■1 ■ ■1■■■1■■ ■ ■1 ■■1■ ■1■ 230 2 ■. ■ ■ ■ ■ ■ �O. 244 BF V V•L O SEE WALL SCHEDULE 9 ■1■ ■1■ ■ 1 PISA ■=■ ■i■ ■1■ ■1■■1■■ ■1■ ■1 ■ ■1■ L'�r /IR lrlf. ,. �#scicvpi� ir�i. �..�■. �..m��w■■ 0 228 o• ..,.,..,........ 228 242Insw naiii4 ■ ■1■ ■1■ ■11 ■11 ■■ ■111 242 — DANE 1 10/10/06 226 -�� -��■ �j ■f1"�� ■�I�.ai��1� 11 ■ ■ ■�11 DRAWN 1 .6E 1o__riord 226 240 �� ∎� ■1♦� 2�w ■■ 240 0 DESIGNED I .5E _ yr /�[e,[ { �y;I�.(� -j( 238 2��•_!• CHECKED I EYE 224 �fG/31�� 224 - 1f1 1 vim _ 238 D PROTECT / I YWOS -008 222 of E V. ' C w L 'CI DIKE 222 • OF .. TI : CC PR 236 236 SHEET llTl.E 220 _ 220 . nn n . nn n a b WALL unHLJIIINL HINLJ Ic nvOIvIv MIIVV % 1 ‘.•viv 1 1 I \J` 1 L.r1I J 0 DARTMOUTH SQUARE cc l- ow COMMERCIAL / OFFICE SITE DEVELOPMENT 0 cc CITY OF TIGARD. OREGON i( •� � STA W D DEVELOPER NDARD ESC PLAN DRAWING NOTES � :L�� ~�� :L Il.u_ :�„ - „ -� • - CO L • :IiL,�lul i■ • - 3 �■y ". I CONTA DEVELOPMENT, LLC 1. APPLY TEMPORARY AND PERMANENT 500. STABILIZATION MEASURES INN ALL DISTURBED QE ARNG DEMOLITION MASS UTILITY STREET FINAL WET MEATIER 0 I �S I CONTACT: MARK FERRIS AREAS AS GRACING PROGRESSES (SOH A.56.113.) CLEARING INSTALLATION CONSTRUCTION SIA F NZAl1ON (OCT. 1 - APR. 30) v 1 I 7465 SW FIR LOOP, SUITE 400 2. CONSTRUCTION ACTM11E5 OUST AWLS OR MINIMIZE EXCAVATION AND CREATION OF BARE - W I -- �� -�� I TIGARD, OREGON 97223 GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. (SOH A.7.o.L) EROSION PREVENTION ' /� �l "=_' VOICE: 503 -598 -3440 s 113 BMP'S vJ ---r--- _ _ --._ _ -- - - - -- ( , ' I PRESERVE NAIURAI 3 DURNC WE W EATHER PERIODS TEMPORARY STABNZATNXN OF 744E 97E YU51 OdX1R AT - - - _ 1 FAX: 503 -5Y8 -3480 THE END CF EACH WORK DAY IF RAINFALL 15 FORECAST IN THE NEXT 24 HOURS (5CH - - .I. I„ EMAIL: MARKFOZIMMLER.COM A.76.1) VEGETATION Z -- '1.1.]: "I" ' 1 . 4 . 1 ' . • I ( ' I • I • I • f ` • I ` "I I ENO __ 4 ALL EROSON MD MOMENT CONTROLS NOT N WORM MUST DIRECT PATH OF WO MUST BE GROUND O T _- _ ._ ..-! _ - _ ._ ^ - -- _ _- _ •_ C CI NEEFtl FIRM INSTALLED PRIOR TO ANY LAND DISTURBANCE (SOH A.7.cFi) COIER ..ice LANPAOFIC, INC. EX 5. PRESERVE DOTING VEGETATION AND RE- VEGETATE OPEN AREAS WHEN PRACTICABLE HYDRAULIC Cr) _ • , CONTACT: J. SCOTT EMMENS, PE BEFORE AND AFTER GRATING CR CONSTRUCTION (SO4A7.c - 00.1) APPUCA LIC O ' j-' 'i 7- PORTLAND, : l 1001 SE WATER AVE., SUITE 360 & ALL TEMPORARY SEDIMENT CONTROLS MUST REYIJN IN PUCE UNTIL PERMANENT PLASTIC • 'I . 1 � 1 ! ' I' PORTLAND, OR 97214 VOICE: 503 -236 -2097 VEGETATION OR OVER PERMANENT COVERING OF EXPOSED 500. IS ESTABUSHEO. (SOH A7.c -u.3. SHEEING X - X Oc D O ' . , FAX 503 -238 -2447 7, SEDIMENT CONTROLS MUST BE INSTALLED AND YANTANED ON ALL DON GROW TING MATIINC W 1.1 1 '� ' EMAIL: JSECLANPACIFIC.COM OF THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. (501 A.7.411.(1)) DUST O CD • / 6 8 / b IAP• . •'�' I' I �' ; :� SURVEYING FIRM 8 All ACTIVE CATCH BASKS OUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED LCOERCE COERCE O --� _ ) ' � .. . -_.._ -.- . AT ALA TIMES DURING CONSTRUCTION. ($O A.7.4.1(2)) L(2)) Z '11 II _ _ - - - 1 I i' WESTLAKE CONSULTANTS, INC. 9. WATER -TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED FROM THE TEMP./PERM. I. -- I • 1 " CONTACT: PATRICK R. TORTORA, P.E. CONSTRUCTION SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SQL ON -SITE AT A SEEDING X X Q iI •. 15115 SW SEQUOUIA PARKWAY, SUITE 150 DESIGNATED LOCATION USNG APPROPRIATE BMP's; SQL MUST BE DRAINED SUFFICIENTLY BUFFER /1S 4.. ` .. TIGARD, OREGON 97224 FOR MINIMAL SPILLAGE. (SCI A7.d.Q3) ZONE V i _ ))) - 1 . : t ' ; .4 VOICE: 503 -684 -0652 10. TEMPORARY STABILIZATION OR COVERING OF SQL STOCKPILES MUST OCCUR AT NE ENO SEDIMENT CONTROL Z _ Q i-- I I • . k FAX: 503- 624 -0157 CF EACH WORK DAY OR OTHER BYP's MUST BE IMPLEMENTED TO PREVENT TURBO BMPS 1 4 ■ I EMAIL: SEGMENT FENCE ° Q O I I '- _ -- ' ,pit % NARRATIVE DESCRIPTIONS DISCHARGES TO SURFACE WATERS (931 A.7.412.) 11. DEVELOP AND MAINTAIN OVATE A WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURE. (PERIMETER] X X X X _ _ . pit (5QK A.7.41113) MOMENT FENCE �... _ F_XI STING SITE CONDITIONS 12. AN Y U SE OF T OR OTHER HAZAROd15 MATERIALS MUST INCLUDE PROPER STORAGE, X X X X ��i :. //F1�� --�__ _ -- . "� ' - . I \O �J. 1 HOUSE, DRIVEWAY, CRASS. TREES APPUCAH(TN, AND DISPOSAL (501 2)) STRAW V U 13. ME PERMITTEE MUST PROPERLY PREVENT EVENT (INTERIOR) AND MANAGE HAZARDOUS WASTE, USED RLS ON THE 91E AND STABILIZED OR PROPERLY DISPOSED. PROTECTION X X X X X WATTLES ' ` _ _ OEYFI OPED SITE CONDITION CONTAMINATED SOTS CONCRETE WASTE, SANITARY WASTE, LI QUID WASTE, OR OTHER .. .. .. - �_ S TOXIC SUBSTANCES DISCOVERED OR GENERATED Don CONSTRUCTION. (501 A.74.11 AND FILTER i ...� . - : , _�_��,__.__:- -� +. - - - -- - -_ ___ COMMERCIAL BUILDING WITH PARKING LOT AND 5CH &7.e.¢i.4) BERM ,c' _ -_ - " "- _------ - _ UIIUTIES 8 „ 14 94W:FlLART AMOUNTS O SEDIMENT WHICH LEAVE THE SITE MUST BE CLEANED UP WITMN INLET - HTR�7 • , 24 HOURS AND PLACED BACK X U - __ - NATURE OF CONSTRUCTION ACTIVITY ANQ THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING DEWATERING WHIN -- - -__ __- __- •_ -__- -- -�- 1 TIME TABIF FOR MAJOR ACTIVITIES A REOCCURRENCE OF THE DISCHARGED THE SAME 24 HOURS ANY IN- STREAM 10 n °a CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION O ° SITE MAP SCALE: 1 = 50 1. CLEARING AND TREE REMOVAL SEDIMENT TLI " © AUGUST 2, 2006 - AUGUST 16, 2006 STALE LANDS REWIRED TIME FRAME. (SCI A.7.1.11) A.7.1.11) TRAP 2. DEMOLITION OF EXISTING STRUCTURES 15 SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORY SEWERS DRAINAGE WAYS, OR 3 m WATERBOOIES CR DRY SWEEPING MUST BE USED TO CLEAN UP RELEASED SEDIMENTS RUN -OFF CONTROL AUGUST 2, 2006 - AUGUST 16, 2006 VEGETATION MUST FO 3. MASS GRADING (EXCAVATION AND BMP'S Q �` ° - `- FILL) (SCAR A7.1..2) M a ■Y-= '�� /.�I� AUGUST 14. 2006 - OCTOBER 1. 2006 16. THE APPUCADON RATE Of FERTNZERS USED TO REESTABLISH LLOW CONSTRUCTION X X X X X Q 0 N � �� 4. STREET AND UTILITY CONSTRUCTION THE MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO ENTRANCE .J co N 1111111 ",/ a te► AUGUST 14. 2006 - OCTOBER 25. 2006 SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FE IZERS V S 910U10 BE USED AND PIPE SLOPE --I n . / C 5" FINAL STABILIZATION CARE SHOULD BE TAKEN IN THE APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY DRAIN SEPTEMBER 18. 2006 - MARCH 1, 2007 RIPARIAN ZONE. (501 A. OUTLET PROTECTION X X X 1- TOTAL SITE AREA 17 SEDIMENT MUST BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT HAS READIED A (ENERGY DISSIPA1pR1 X X 4 './ . HEIGHT OF I THE HEIGHT OF THE FENCE ABOVE THE (FOUND. M0 BEFORE FENCE ,/ 83,075 SF 1.91 ACRE SURFACE ! REMOVAL. (SOH BE R EM•) ROUGHENING TOTAL DISTURBE AREA 1B SEDIMENT MUST BE RF40YED FROM BEHIND 610 BAGS AND OTHER BARRIERS WHEN IT HAS REACHED CHECK y 83,075 SF = 1.91 ACR DIED A HEIGHT O 1V (2) INCHES AND BEFORE BLIP REMOVAL (SO1 A.7.1112.) MM ' 2 T/ , � ` - 19. CLE • , ARNC O TRAPPED CA101 BASKS NUST OCCUR WHEN THE SEDIMENT RETENTION DAMS POLLUTION PREVENTION CAPAdTY HAS BEEN REDUCED B7 W e E � SITE SOIL CLASSIFICATION FIFTY (50) PERCENT, AND AT COMPLETON O PROECT. y yp " � ( ' .1 45C - WOODBURN SILT LOAM, 7 TO 12 PERCENT (SOH A.7.113.) BMP'S �'^ aC a @ a 2 SLOPES 20. REM OVAL O TRAP SE014ENT IN A SEDIMENT BA SIN OR SED IMENT TRAP MUST OCCUR PROPER C) o h WHEN THE SEDIMENT RETENTION CIPAOTY HAS BEEN RFDULED BY FIFTY (50) PERCENT, 9GNAGE I' Vv* ' ' JK ON -SITE SOILS HAVE A MODERATE EROSION AND AT C011PLERON O PROJECT. (Shc A7.I.u334) RAZ WASTE � I ' POTENTIAL. ALL FILL MATERIAL SHAH BE 21. 0(0 MUST APPROVE O ANY TREATMENT SYSTEM ARD OPERATIONAL PLAN THAI MAY BE d NECESSAR 10 IREAf CONTAMINATED CONSTRUCTIOEWAT OR SEDIMENT AND NANAGEMENi [ g - : GENERATED ON -SITE FROM GRADING EXCAVATION Y N DERING SPILL 107 C v AND UTILITY TRENCH SPOILS. TURBIDITY N STORMWATER RUNOFF. (SOH A.7.1.111) ON -97E L LI - n �NZj/� \ I fl p R WATER BODIES 22. SHOULD ALL UST B UCTIN ACTITES CEASE FOR THIRTY (30) DAY$ OR 40RF, NE W L 23 ENTIRE SITE OUST BE TEMPALY ER METH USI TEEN N G (15) DAYS VEGE OR A HEAVY WLCH 10UT AREA X X X .. . :►: ' ! FANNO CREEK BASIN LAYER, TEMPORARY SEEDING. 0R OTHER METHOD. (501 ABe.) ^ L < g A 91001.0 CONSTRUCTION AC11W11ES CEASE FOR FIF OR ON ANY L D w L �MTTTEE SITE (NS SIGNIFICANT PORTION O A CONSTRUCTION MI, TEMPORARY STABILIZATION IS REQUIRED 0 11 1 II FOR THAT PORTION O THE STE WITH STRAW COMPOST, OR OTHER TACKIFI COVERING R ■ TO BE DETERMINED THAT WILL PREVENT SQL OR WND EROSION UNTIL WORK RESUMES ON THAT PORTION O ' N p / X 0 CONTACT: TBD THE SITE. (SON ABDJ W �' STREET TBD RATIONALE STATEMENT S I 1� CITY, STATE A C04PRFHEN9VF UST O AVAEABLE 9E5T UARAGEYENT PRACTICES (BHP) OPTIONS BASED ON OEO OU10ARCE MANUAL HAS BEEN RU AY FA : TBD O RE T CO MPLETE TI 45 E ROSION AND SE D M ENT CONTR PL SO O THE ABOV US IETI B WERE NOT CHOSEN Z EMA IL: CLEANWATER .SERVICES ESC PLAN NOTES BECASES THEY YIERE OEIERMNED TO NOT EFFECTIVELY MANAGE EROSITN PREVENTION AND SEDIMENT CONTROL FOR 1H15 PROECT • DESCRIPTION OF EXPERIENCE: X YEARS OF 1. OWNER OR DE9GNAIEO PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND BA ON SITE SPECIFIC CONaTIQNS, NCLUONC SOLI CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCE59811TY TO THE SITE MID QD PRprf -1 BONITA RD D � PUBLIC AND PRIVATE EROSION AND SEDIMENT MAINTENANCE a' ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE MN LOCAL. STATE, OTHER RELATED CONDITIONS AS THE PROJECT PROGRESSES AND HERE IS A NEED TO REYAD THE ESC PLAN, AN ACTION PLAN �� ,INL• CONTROL INSPECTION. INSPECTION OF PROJECTS AND FEDERAL REGULATIONS. WLL BE SUBMITTED. ( , . 63.060 Pill IN THE GREATER RTL AREA. 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES THE BOUNDARIES O TS. THE CLEARING UM ITS. INSPECTION AT NOTES/FREQ PO AND METRO VEGETATED BUFFERS MO MY SENSIIVE AREAS SHORN ON THIS PUN SHALL BE INITI AL CO . �,��• 9�, v CLEARLY DEUNEAIED N THE FIELD. DURING NE CONSTRUCTION PEPo00, NO DISTURBANCE (�, OREGON 1. ONCE PER WEEK ON ACTIVE SITES IS PERMITTED BEYOND THE CLEARING WRITS THE OWNER/PERMITTEE MUST MMNTAN THE 1 . 10. 2 : © VICINITY MAP 2. ONCE EVERY TWO WEEKS ON INACTIVE DEUNEAIION FOR THE DURATION � ME PROJECT. NOTE: VEGETATED CORRIDORS TO BE Z kt7T WI SITES DELINEATED N GRANGE CONSTRUCTION FENCE OR APPROVED MUM.. 3 PRIOR TO ANY LAND DISTURBING ACTMTIES ME BMP's THAT MUST BE NSTALLED ARE A W EXP. 12/31/07 SCALE: NOT TO SCALE 3. WITHIN 24 HOURS OF A 0.5 RAIN EVENT GRAVEL CONSTRUCTION ENTRARCE. PERIMETER SEDIMENT CONTROL, AND MET PROTECTION. THESE BMWs MUST BE OMNTANED FOR THE DURATION OE THE PROECT. SHEET INDEX L PROJECT LOCATION: PROJECT DESCRIPTION: DAILY WHEN STORMWATER RUNOFF IS 4, 6 VEGETATIVE SEED W000 ARE SPECIFIED, SEEDING MUST TAKE PUGE NO LITER MAT SHEET = 1 1 DATE 1 BY OCCURING. SEPTEMBER 1; THE TINE AND PERCENTAGES O SEED IN THE MIX MUST BE IDENTIFIED ON LOCATED AT THE NORTHWEST CORNER OF THE TAX LOT 04400 (WASHINGTON COUNTY TAX MAP IS 1 5. ALL INSPECTIONS MUST BE MADE IN S ALL PUMPING O SEDIMENT LADEN WILIER SHALL BE DISCHARGED ARGED OVER AN UNDISTURBED, ESC GRADING AND EROSION AND SEDIMENT CONTROL 0 I INTERSECTION OF SW DARTMOUTH STREET AND SW 70TH 36DC) LOCATED IN THE SOUTHWEST 1/4 OF THE AVENUE IN THE CITY OF TIGARD, WASHINGTON COUNTY, SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 1 SOUTH, ACCORDANCE WITH DEX 1200 -C PERMITS REQUIREMENTS PER SECTION 6B. PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP Le. (FILTER � 0 OREGON. RANGE 1 WEST, VALLAMETTE MERIDIAN, WASHINGTON I I COUNTY, OREGON. 6. INSPECTION LOGS MUST BE KEPT IN 6. THE E COVER SHEET 5C PUN MUST BE KEPT CN SITE ALL MEASURES SHOWN ON THE PLAN MUST BE 1 I SITE ADDRESS: 11935 SW 70TH AVENUE, TIGARD, ACCORDANCE WITH 1200 -C PERMIT 6151A1111) PROPERLY TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ESCO1 CLEARING AND DEMOLITION EROSION AND 1 1 OREGON, 97223 ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES 1 I REQUIREMENTS PER SECTION 6B. 7. NE ESC MEASURES SHOWN ON MIS PUN ARE M2IMUM REQUIREMENTS FOR ANTICIPATED SEDI CONTROL PLAN LATITUDE: 45'26'2' LONGITUDE: - 122'44'56.4' 7. ANY CHANGES AS A RESULT OF 91E CONDITIONS DURNG THE CONSTRUCTION PERIOD, THESE MEASURES 9IAU. BE INSPECTIONS MUST BE INDICATED ON THE UPGRADED DtAS NEEDED TO I0YS 1 NTH ALL io PP C LOCAL . PUN AND FEDERAL B ATTENTION EXCAVATORS: PLAN. ESCO2 GRADING, STREET AND UTILTY CONSTRUCTION DATE I 10/10/06 APPROVED ESC HA SUBMITTED I N E F CHANGES MUST BE SUBMITTED PLAN AND ON THE ACTION RM OF AN ACTION PUN TO MO PER ME 1200 C PERMIT. E A ND S EDIMENT CONTROL PLAN H 1 TO O 0 ALL CHA EO OR ITS AGENT. 8 IN AREAS SUBJECT TO LAND EROSION, APPROPRIATE B PLA MUST EE USED WHICH DESIGN OE MAY U DESIGNED 1 JS NCLUOE THE APPLICATION OF • OREGON LAW REOUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE OVER APPROVED MEASURES FINE WILIER sINUYNG PLASTIC SHEETING MULCHING, oR ESCO3 EROSION AND SEDIMENT CONTROL DETAILS RULES ARE SET FORTH IN OAR 952- 001 -0010 THROUGH OAR 952- 001 -0090. YOU MAY OBTAIN COPIES OF THESE IXNEKXED I DO B. HOLD A PRE -CON MEETING OF PROJECT RULES FROM THE CETNER BY CALLING 503- 232 -1987. IF YOU HAVE ANY OUESTIONS ABOUT THE RULES, YOU MAY CONSTRUCTION PERSONNEL THAT INCLUDES 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE MET WEATHER PERIOD. /r PROJECT 9 1 MGAO5 -008 CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER Al LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN 144E ESC INSPECTOR. LL ESC SHE ET TITLE EXCAVATION. CALL 503-246-6699. 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L 4- . 0 S— � 1 \ ° \ '°�_ 4-- —C-• — \ — � .\ \ • 1 1 F 1 • ' \• I 1 l t :\ \' °! ., 11 , de , �, . °T \. +� i. � ,. ° VII F 'TM�O Tf3 • -�- t ° _ t L \—.., . . w • ° \ • ` • \ . \ •�_ \ . •o .\ — • \ \_ _. ___ \ �, ` ..'_ - _' _ - - 1 I • 1 I I \ \ \ T I I • t Q 1 l i \ 0- a- _mac, , ' ` \` � _ \ \ _. \ \ I _ \ \ _ _ ` l / - / / - / - t -j- - - ` \ ` \ ` `��"`�.� ' \ _ . . ` � 1 _-- }_ - -' = \�_ ` - � -_ _ I r —T T I \ l \ . ` \ _ _ � _� ` - = r = = ` \ - \ y\ \```` � _ I } I = -- - - - - — c -- // ./ 1 // 1 -- - ° ��- / L'2."--.- ;a��_ _ h__ 1 . -t_-, _- :_ = == 'z�?= s • - / ,- - : - - r 1 \ ` \ Y - 1 / ■ 0 ODPRAFFx, DEMOLITION GENERAL NOTES PRE - CONSTRUCTION, CLEARING, AND DEMOLTION NOTES TYp�¢ ,� p y \S \ ttI E / 1 10" DECIDUOUS YES 33 24" DOUGLAS FIR YES SCALE: 1%.20. 1 THE CONTRACTOR SHALL SE REQUIRED TO VISIT 5117E PRIOR TO PREBID MEETING TO FAMILIARIZE ITSELF 1. ALL BASE ESC MEASURES (INLET PROTECTION. PERIMETER SEDIMENT CONTROL, GRAVEL 2 10' DECIDUOUS YES 34 8" ,,^^ DOUGLAS FIR YES V) OREGON WITH DEMOLITION, GRADING, ETC. AND IMPROVEMENTS TO REMAIN. CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL AND APPROVED IN 3 30" DOUGLAS FIR YES 35 10" DECIDUOUS YES x '41.10., 2 CONTRACTOR SHALL BE RESPONSBLE TO REMOVE ANY AND ALL ITEMS NOT OTHERWISE USTED HEREIN AN INITIAL INSPECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 4 45" DOUGLAS FIR NO .36 B" DOUGLAS FIR YES 20 10 0 20 THAT CONFLICT WITH THE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL CONTACT ENGINEER 5 36" DOUGLAS FIR NO 37 16" DOUGLAS FIR YES Z TT IMMEDIATELY TO DETERMINE ANY ITEMS NOT SHOWN ON THE PLANS THAT MUST BE REMOVED. FAILURE TO DO 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS 6 B" CEDAR YES 38 16" DOUGLAS FIR YES LLI 50 DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY AND COST FOR REMOVING ITEMS REQUIRED. CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW 7 12• PINE YES 39 16" DOUGLAS FIR YES SEDIMENT BARRIER (PERIMETER) X EXP. 12/31/07 3 CONTRACTOR IS RESPONSIBLE FOR REVIEWING (IF APPLICABLE) ALL KNOWN ENVIRONMENTAL WATTLES, OR OTHER APPROVED MATERIALS. . B 10" DECIDUOUS YES 40 14" DOUGLAS FIR YES 2 INVESTIGATION STUDIES AND REPORTS PRIOR TO BIDDING. REPORTS ARE INCLUDED IN PROJECT SPECIFICATIONS 9 12" DECIDUOUS YES 41 22" DOUGLAS FIR YES SEDIMENT BARRIER (INTERIOR) XX CONTAMINATION IF ANY. CONTRACTOR TO COORDINATE WITH ENVIRONMENTAL ENGINEER ON EXACT AREAS OF 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND • I DATE I BY CONTAMINATION, IF ANY. RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DEUNEATED WITH ORANGE 10 12" DECIDUOUS YES 42 16" DOUGLAS FIR YES ORANGE CONSTRUCTION FENCE 0 El 0 0 ` I I 4 CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL ACCORDING TO LOCAL REQUIREMENTS CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE 11 36" COTTONWOOD YES 43 22" DOUGLAS FIR YES INLET PROTECTION v 5 LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR IS TO VERIFY TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE 12 30" DOUGLAS FIR YES 44 22" HAWTHORN YES I I CONNECTION POINTS WITH EXISTING UTILITIES. CONTRACTOR IS RESPONSBLE FOR ANY DAMAGE CAUSED TO CONSTRUCTION BARRIER. 13 24" DOUGLAS FIR YES 45 16" DECIDUOUS YES O I I EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. 14 20" DOUGLAS FIR YES 46 26" DOUGLAS FIR YES 0 6 PRIOR TO START OF CONSTRUCTION, CONTRACTOR IS TO NOTIFY UTILITY COMPANIES 70 FIELD LOCATE 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION 15 40" DOUGLAS FIR NO 47 22" DOUGLAS FIR YES DEMOLITION REMOVAL NOTES 1 I EXISTING UTILITIES IN THE AREA. AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, I6 28" DOUGLAS FIR YES 48 16" DECIDUOUS YES 1 I 7 DEMOLITION CONTRACTOR TO SUBMIT TRUCK ROUTE, SCHEDULE OF DEMOLITION TRAFFIC CONTROL PLAN, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE 17 26" DOUGLAS FIR YES 49 12" DECIDUOUS YES O CONTRACTOR TO REMOVE EXISTING BUILDING AND I I METHOD OF DEMOLITION, AND DUST AND NOISE CONTROL MEASURES, AS REQUIRED, TO OBTAIN EXCAVATION THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. STRUCTURES ASSOCIATED WITH THE BUILDING UTILITIES Z PERMIT. iB 3 0 3 0 DOUGLAS FIR YES 50 8" DOUGLAS FIR YES SERVICING THE BUILDING SHALL BE ABANDONED. O 8 CONTRACTOR TO REMOVE ALL EXISTING CONCRETE SLABS, WALLS, FLOORS, AND FOOTINGS, IN THEIR ENTIRETY. 5. RUN -ON AND RUN -OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO 19 2 0 DOUGLAS FIR YES 51 8" DECIDUOUS YES CONTRACTOR SHALL CONFIRM UTIUTIES TO BE 9 ALL DEMOLISHED ASPHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE SHALL BE REMOVED FROM SITE. BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN -ON AND RUN -OFF CONTROL 20 28" DOUGLAS FIR YES 52 24" DOUGLAS FIR YES ABANDONED PRIOR TO ANY DEMOUTION WORK. L r DATE 1 10/10/06 10 CONTRACTOR TO INSTALL FENCE AROUND TREES TO REMAIN PRIOR TO AND DURING. MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE 21 14" DECIDUOUS YES 53 10" DECIDUOUS YES 09.4811 1 ,ISE 11 THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF ANY AIRBORNE DUST ROUGHENING AND BANK STABILIZATION. 22 18" DECIDUOUS YES O REMOVE SEPTIC DRAIN FIELD PER OREGON DEO AND U DESIGNED I JSE NUISANCE SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM FAILURE TO FOLLOW CITY OF 23 24" DOUGLAS FIR YES CITY OF TIGRD STANDARD DECOMMISSION PROCESS. TST GUIDE INDLINES. 24 26 " DOUGLAS FIR YES EXISTING TREES TO BE REMOVED (7C T re CHEMED 1 EWE EXISTING G UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS THESE EROSION AND SEDIM CONTROL PL ANS ASSUME "WET WEATHER "GG,•77 O3 REMOVE UNDERGROUND OIL TANK PER OREGON DEO MM MG A05-008 � I MOS -006 BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS, LOCATIONS MAY NOT CONSTRUCTION. 'WET WEATHER" CONSTRUCTION MEASURES NEED TO BE APPLIED 25 28" DOUGLAS FIR YES AND CITY OF TIGRD STANDARD DECOMMISSION PROCESS. 1-1- HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE 15 MADE A5 TO THE ACCURACY OR COM L PLETENESS OF BETWEEN OCTOBER 1 AND APRIL 30TH. 26 28" DOUGLAS FIR YES �/�••♦♦ i_' SHEET TITLE _ __ __v.__ _ _ YES L•/ REMOVE EXISTING WATER SERVICE. n ESC nFIJO PLAN 1 \\ 1 , 1 I 1 - 1_` -, ;.� `\ , \ ' \ � \ "' , 1 \\ \ � \ 1 c �\ , } \ _ •I x111 ( I I 1 �1 \ J � I ` _J ` ; i ��! A� i A r , w x ii W 11 } V I !� 1 1 \cic A / il c c c r°\ e \ \ 1 °� \ \ ♦ \ 1 �. - � ,� . :- idl I 1 1 �, .; \ r 't \ \ \ \ F f ar.f • S f./ f I I I�I xi - \ \ \ \ \ ;� I _ •- _tw '' - \\ - - - - - - \ `�" -. �`I` - - z.. } . 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MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN ORANGE CONSTRUCTION FENCE 0 0 F- 'tt 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE B. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND INITIAL INSPECTION. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. FOLLOWING MIXTURES. UNLESS OTHERWISE AUTHORIZED: MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING. BUT NOT DRAINAGE FLOW DIRECTION ■ Z A. DWARF CRASS MIX (MIN. 100 LB. /AC.) LIMITED TO, TIRE WASHES. STREET SWEEPING. AND VACUUMING MAY BE BE REQUIRED TO INSURE 2. - S70CK PILE AREA 1 SHALL BE MOVED TO 'STOCK PILE AREA 2 FOLLOWING THE 1. DWARF PERENNIAL RYEGRASS (B0% BY WEIGHT) THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. EXCAVATION CUT ACTIVITIES. CONCRETE WASH AREA ® w EXP. 12/]1/07 2. CREEPING RED FESCUE (205 BY WEIGHT) 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF 1. THE - STAGING, EQUIPMENT MAINTENANCE, FUELING, PORTA - POTTY. AND SOLID WASTE INLET PROTECTION B. STANDARD HEIGHT GRASS MIX (MIN. TOOLS. /AC.) APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE = • 1 DATE I BY 1. ANNUAL RYEGRASS (40% BY WEIGHT) REGULARLY INSPECTED AND MAINTAINED AS NEEDED. AREA 1 SHALL BE MOVED TO - STAGING, EQUIPMENT MAINTENANCE, FUELING, PORTA- POTTY, ----.- 2. TURF -TYPE FESCUE (60% BY WEIGHT) AND SOLID WASTE AREA 2 FOLLOWING EXCAVATION - cur ACTIVITIES. . ' ' ' . ' U 1 I 10. SATURATED MAT THAT ARE HAULED OFF -SITE MUST BE TRANSPORTED IN q, ALL 'SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING) SHALL BE INSTALLED CONSTRUCTION ENTRANCE I - . : S_E O BY MEANS OF TRACK- WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE I I 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED WATER -TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT -LADEN WATER. IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN -OFF VELOCITY. 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION TEMPORARY SLOPE 0 I I 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF THAT DOES NOT PROVIDE RUN -OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE 5. LONG TERM SLOPE STABILIZATION MEASURES - INCLUDING MATTING SHALL BE IN PLACE STABILIZATION MEASURES I I OVER AU. EXPOSED SOILS BY OCTOBER 1. PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE, CONCRETE WASH -OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY 6, THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE NEW IMPERVIOUS Z I I DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH -OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. SURFACE 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH CLEANED WHEN IT REACHES 50% OF THE CAPACITY. DALE I 10/10/06 PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. 1" DRAWN 1 10 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE 7. INLET PROTECTION SHALL BE IN -PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. U JSE 5. STOCKPILED SOIL OR STRIPPING$ SMALL BE PLACED IN A $TABLE LOCATION AND CONFIGURATION. STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. DESIGNED 1 JSE DURING - WET WEATHER PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR = DESIGNED I ERIE STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN -OFF INTO THE STORM PROJECT / I ERIE 008 WATER SYSTEM. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME 'WET WEATHER' A EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING L war RILE AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, 14. USE BMPa SUCH A$ CHECK __ WET e c nr rrucu rnAkin n nco 1 en Boo snru /A ESC GRADING PLAN J _ Q I ■ 01EITI1 O APROT S[OYEM, WV/ Ppl &V SC -I OR - I.I..I Rut I tree EnLS KR OUP SC-7 (P ir.i CI I-1-1 olthiv . ..%..gf-' ro v a`ysd -0H� IIIIIIIII Itu. cc r �I91PU l IRItaHS I .r 1 I 1 Il � R- 1 i. A � II Il9v A : F - . n � t _ _ • ORmIE RA10Q1 CATCH B119N •. , -II 3 Q D r • ��05 ImL D ID IT Al DOS - a YOIME [EMa ' .11V, , a /y .4 1NttL1 U3 V I � T = �3 PLAN YEw I JAI A I I EI01l .. I A ? i L 1 I1 .. . I 1 Ib ) _ I, f z SHEET FLOW . LISS 114/4 —Mir"- I I $EOIENT FLMH KR DI P SC -1 0 9 " '' - - -•' ^ 1 - ( CO / l FRIER ROLLS KR DIP SC -] � 4 ��,.; � \ / 1 0 \J CD ,,hd ? ALFA OFIAN DITCH MET M O O GENERAL NOTE5 U4 1. FOR USE IN AREAS WHERE CRAOING HAS BEEN COMPLETED AND FINAL SOIL STABRIZAIION AND o4[, CORER f SEEDING ARE PENDING 2. NOT APPLICABLE IN PAVED AREAS H ECI 3. NOT APPLICABLE WITH CONCENTRATED FLOWS. JYPF 1 - FILTER FABRIC FENCE 0 C i:--0 1. THIS METHOD SHALL BE USED FOR GRAIN INLETS REWIRNG PROTECTION N AREAS WHERE FINISHED GRADE IS ESTABUSED AND EROSON CONTROL SEEDING HAS BEEN APPUED OR IS PENDING O GAO[ OF CURB 2. MAKE SURE THE STAKES ARE SEWRELY DRIVEN IN THE GROUND MD ARE STRUCTURALLY SOUND (I.E., NOT BENT, CRACKED, ON SPLINTERED, AND ME REASONABLY PERPENDICULAR TD THE GROUND} REPLACE DAMAGED FAQ Cr OM O >, CC 3. REPLACE OR CLEAN THE FABRIC WHEN THE FABRIC BECOMES CLOGGED NTH SEDIMENT. MAKE SURE THE 7 W 0 0 FABRIC DOES NOT HAVE ANY HOLES CR TEARS REPAIR OR REPLACE FABRIC AS NEEDED. ezTFaT> §;`�;_... ;_ _ = =iii:: 4. AT A MINIMUM. REMOVE THE SEDMENT BEHIND THE FABRIC FENCE WHEN ACCUMULAHON REEKS ONE -THIRD THE HEIGHT OF THE FENCE OR BARRIER HUGHT. REMOWD SEDIMENT SHALL BE INCORPORATED IN C re. '� THE PROJECT OR DISPOSED OF PROPERLY. - _Ck- ...3 - -_ .- -,,.-... TYPE A - FIRER BOLLS PI'S 041E IOW OF S 1. THIS MEIHCO MAY BE USED FOR DRAIN INLETS REQUIRING PROTECTION IN AREAS MAT HAVE BEEN CLEARED 11/0 IN non OF AND GRUBBED, AND WHERE EXPOSED SOIL AREAS SELECT TO GRADING PAST CH IR 71E = ^„ VAST TIE I/7 RC O A C d 0 O 2. USE WEIGHTED OR GRAVEL -FILLED FIBER ROLLS ON NAPERNOUS SURFACES. CHECK THAI FIBER ROLLS ARE EACH SOS. t^ n 3 IN GOOD CONTACT VAIN VAIN THE SURFACE NTHOUT CAPS OR PREFERENTIAL FLOW PATHS. - , 3. CHECK FIBER ROLL FOR PROPER ARRANGEMENT AND DISPLACEMENT. REMOVE THE SEDIMENT BEHIND THE 0 �j ' 1 BARRIER WHEN IT REACHES ONE - THIRD THE HEIGHT CF THE BARRIER. REMOVED SEDIMENT SHALL BE Q INCORPORATED IN THE PROJECT OR DISPOSED OF PROPERLY. STORM DRAIN INLET PROTECTION O STORM DRAIN INLET PROTECTION TYPE 1 AND TYPE 4 SEDIMENT CONTROL BMP SC-8 CURB IN INLET PROTECTIONBIO -BAG SEDIMENT CONTROL BMP SC -8 Q I r _ n T -YAOY 14RUTARY I - a m MIA: M23 AM PER s RSY lEVF1 CORRUPTS CO S, ■ I ORI RE I AN RT I stO RO W SC-7 00 s ` ss CI) iP 5 a � ORM IMIEI . RAARIM REMARKED 1 , W0 1M • Y1r A '�1 C) C 6 n - Slit —_ SILOS LOOM . ICON' 1 - >. ' ` `` s U dyV 63 T4 3 "3E5a ice j �� — d n g BE lAA TIRO LAST r O RICE UP -SLOB I ' u • ORIOLE RAW W v a T .—.—.—. • �� C 0.3' YIL ON16AP Al [IDS f1 Q .A 6 5[W EN7 iFME L.L O n 2 fW, tvt tW sun ONCE POST v asT W S N FIuuA FM= 1/1 POST POCKET IX Y PRO M HILL TI OF MOSSS/EOSSS , BA OETAI 8l0'Q $ M AREA N MO FOI 910E EAYIY A A x, 1 RACRIL R•IS' ROL APO CURES RESIODITUL I Iiiii� II I o T 1 4 FiOW 1 oO (/) f r R . • • 1 • • � � w - • SLEET FLOW I '•` .• j. 1 1e' ' I B• O t K F � 1 _._. a \ 1 1 1 • IAN row G e' rAEASE rnl[N rAWx L .�� // - • �� • • • • • • • 1 Y0. GROW OW[, mT DaD toa0a \✓ \ // ►�� • = • r • �i •: • ' -• =tA sm TO FOOL POST POORI l A A a` i.' Ti. � � � T l FT TYPE I 4 ►, _��.T��'��C�` DIMAt EMEA3°^,:.�MMEDIENEEEMIAEUr c= w 5 EXP. 12/31/07 > PIS, L se URI i I 70 OW FOI SOW Rim m NOTES COAL 3 • 1 DATE 1 BY NO WPIEM RESODITIK QTFRIIF AS AEAUfOAODE�T 1. INSPECT AND REPAIR FENCE AFTER EACH 5T I'EI (� 1 I EVENT AND REMOVE SEDIMENT WHEN NECESSARY. " ' 1 I GENERAL NOTES GENERAL NOTE$ 2. REMOVED SEDIMENT SNALL BE DEP097E TO AN O I I t. THE ENTRANCE SHALL BE UNMATED DA A CONDITION THAT WILL PREVENT TRACKING NG OR FUMING OF 1. FOR USE CLEARED AND (RUBBED AND M GRADED AREAS SEDIMENT ONTO PUBLIC RIGHT -CF -WAYS. TH15 MAY REWIRE TOP DEEM REPAIR AND /0R CLEAN WT OF 2. SHAPE BASH 50 THAT LONGEST INF.06 AREA FACES LONGEST LENGTH OF TRAP. AREA THAT WLL NOT CONTRIBUTE SEDIMENT OFF -SITE Q 1 I ANY MEASURES USED TD TRAP SEDIMENT. 1 FOR CONCENTRATED ROWS, SHAPE BASIN IN 21 RATIO WTH LENGTH ORIENTED TOWARDS DIRECTION CF AND CAN BE PERMANENTLY STABIUZEO. I 1 2. WHEN NECESSARY, WHEELS 9ULL BE CLEANED PRIOR 10 ENTRANCE ONTO PUBLIC RIGHT -CF -WAY. FLOW. I I 3. WHEN WASHING IS REWIRED. IT SHALL BE DONE W AN AREA STOWED WITH CRUSHED STONE THAT MT 2 - EXCAVATED DROP DOT SEDIMENT TRAP 3. SEDIMENT FENCE SHALL BE PLACED ON SL Z DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASH. 1. 1)045 METHOD MAY BE USED FOR DRAIN INLETS REWIRING PROTECTION N AREAS WERE FNISHED GRADE CONTOURS TO MAXIMIZE PONDNC EFFlpENCY. O THAT HAW BEEN CLEARED AND GRUBBED, AND WHERE EKP0SE0 SA AREAS ARE SUBJECT TO GRADING X, BOTCHED POCKETS TO BE INSTALLED ON UPHILL DAIS 1 10/10/06 2. REMOVE SEDIMENT FROM BASH WREN THE VOLUME OF DE BA9N HAS BEEN REDUCED BY ONE -HALF. SDE O SLOPE. 1_ DRAWN I JSE U DESIGNED I JSE ECKED ERE GRAVEL O N SEDIMENT CONTROL BMP SC -10 PROTECTION TYPE 2 SEDIMENT CONTROL BMP SC-8 SEDIMENT FENCE SEDIMENT CONTROL BMP SC -1 Er N PROJECT • t RAGS -Doe ENTRANCE L_ SHEET WILE .. FRC DETAILS SEE SHEET C18 FOR WATER DETAILS REDUCER. EXISTING LOT LINE - - , I JBI I \ 1 1 BEGIN CURB AND CUTTER / SIDEDWALK n I \ \ O LE O CONNECT TO END OF 8' STUB WITH 8'x6' O EXISTING CENTER UNE - �.�1 1 INSTALL FIRE HYDRANT ASSEMBLY VATH 8 LF OF 6' DIP ST. STA: 10+00.00. 22.00 � \ \ ` \ EXISTING FENCE LINE % ST. STA: 11 +61.30. nom_ DARTMOUTH O INSTALL SIDEWALK BARRICADE EXISTING CURB _ - - _ �\ flf� ( I \ \ \ E • PROPOSED ST. STA: 10 +00.00 29.00'1 CL ROW SEE SHEET C15 FOR DETAIL EXISTING STREET SICNPING = ��I;1 T \ o 4 1 \ \ \ ^ 4T RIGHT OF WAY CI 1 ' O BEGIN VERTICAL TRANSITION OF SIDEWALK EXISTING CATCH BASIN ® _-• �'`) IA f7 I \ \\ \ Exl � ` .,. SANITARY SEWER DAT EXISTING CONC SURFACE �, , %'�1e� 1- 1 I \ \\ \• CC ...;,F.:.1..' ST. STA: 10+80.51 L•�_ `'� :� \ JS' EXISTING RIGHT OF WA SEE SHEET 016 FOR WATER DET AI LS • '.�''� • t, 1 O4 INSTALL SIDEWALK GRADE BREAKS EXISTING SANITARY SEWER y L inf i T / `\ \\ \ E ✓' � ;' ' " 1 Q CONNECT TO END OF SERV STUB. SEE PRO FILE FOR ELEVATION INFORMATION EXISTING WATER LINE ;n111 I I I 4/ I \ \ 22' 7' 6• 12' ROW CONTRACTOR TO VERIFY SIZE. DEPTH AND LOCATION O EXISTING TELEPHONE UNE = / �, I p I I\ I . \ \ DEDICATION PRIOR TO CONSTRUCTION 5 BEGIN CURB RETURN EXISTING UNDERGROUND POWER •, r • � A t \ \ ST. STA: 12 +11.55, 35.00'l, DARTMOUTH SEE SHEET 011 FOR CURB RETURN E %ISTING HYDRANT WITH VALVE EXISTING PAVING TO REMAIN I DQ '- % I \ \ ` I s ,......., 0 SSCO -1 CONSTRUCTION DMA EXISTING SANITARY SEWER MANHOLE OS - " \ % Pry j itiii \ � ` \ ` \ \ \ \ CURB AND GUTTER .♦ .- % �1 MALL RIM: RIM: 235.90 6 INSTALL CITY OF TIGARD STANDARD WHELLCHAIR DUSTING STORM MANHCLE / GTOI BASIN 0 ® •.; - ■:I \ IE: 22400 I p � _ \ \ \\ - -\ - --_ l _ . STD. DETAIL NO. 126 �� . O RAMP. $EE SHEET 075 FOR DETAIL. /_410 \ M 2 13.0 LF OF 8' SDR 3034 TO EXISTING STUB EXISTING TELEPHONE VAULT `� IA 1111, I \ \ \ 1 \ \ �, ,,,� C ♦ '` /Mill �\ \ \ \ \ \ ��: �" .- j �+�; :�' PER AT • 5 =2.0070 MIN. (CONTRACTOR TO VERIFY IE DEPTH) 7 INSTALL CONDUIT FOR TELEPHONE SERNCE. 1 j v 1 '$ �1 , \V` ` °C \ 0 , 1,. N / �� e TAIL N0. ST. STA: 12 +11.55, 47.851, DARTMOUTH O COORDINATE VATH TELEPHONE COMPANY FOR PROPOSED RIGHT OF WAY LINE - - - �. ± �\ \`� \\ \\ \\ � - / _ 4 • - # • I• • • • • ��r�� ..-7;' � . , ��C\ I � L SEE SHEET CID 1 - -- ---- \ �7� Itilli:17,1,1 I, ■ lfa \T \ \\ `\ ` ` QUANTITY AND SIZE OF CONDUIT. PROPOSED LOT UNE I � ► \A -' . _ 6 i s. '� SEE SHEET C15 FOR FOR SIDEWALK PROPOSED EDGE OF PAVING 3 ,� ■I, \ 1 it 1 \\ \ \ 1 a- �� STREET SURFACE ELEVATIONS STORM SEWER DATA 0 INSTALL CONNECTION F OR POWER SERVICE PROPOSED CURB UNE \ 1 =0 - -- 1 11 \ ' \ RELACfMENT DETAIL SEE SHEET C18 FOR WATER DETAILS COORDINATE WITH PGE FOR QUANTITY PROPOSED ASPHALTIC SURFACE i■ i.loo� !!/i - ■V 1 ,1 \ \1 \ `` ` H AND 512E OF CONDUIT. I ---- I a11B11112 : t j ■ 1 \1`rq \ \I`\ \ \ 0 T144 PROPOSED SIDEWALK -, \ ` 1 m 0 SW DARTMOUTH STREET TYPICAL SECTION n RIM: 237.40 MMM� I itrri r \ 1 0 T \ \ \ IE (12'): 217.17 PROPOSED RETAINING WALL. \ \ 1 �I(j l or i ' 011 %, \ 1 \ 1� ` \ � O 22 STA: 70 +26.16, 62.50'1, DARTMOUTH \ \ ; - ■1� \ 1 NTS PROPOSED LANDSCA AREA a''•`•- '••'` "'`%`7' ,,11 \ \I � 1 01 \ ` \`` O PROPOSED PARKING LOT UGH I5 ; 4 \\ \ \ ( air (' - -- I I ■ ■1 \1 \ ` ` ` \ \ - - y S 73 SCALE: 1'.20' PROPOSED FLAG POLES o 0 0 I go /. ROM I 1 ` -- \ \ _ _ vJ G PROPOSED STREET LIGHT '- \ • ■lll 1 Ai �ION 1 1 ` `\ ` \'-- 2O lO 0 ?D \\ \\ Il ia II•111' \\ \ • \ O CC F- \ 1111 Ai I�, - a r f ■1 \ • - v- \ \ I I 'C� \N • `` ` < o ` ` tI \ \ \ \ \\ \ \ \ �1171fi1 ��ii � ■I� C i \ \ \ ~ \ i ■I� \ \ Ii I f ■ ■11\ \ \ r , \ - O ` ‘'• `� \ ` 1 \ ` \ i��°�i'l o \, I ■ ■ ■11 \ \� S \ \ = 1 i,.0 ".,�A T IIIt11 �7�� = \ -- -- -ate:. _.�-� -- -_ ain_� ` i\:1a'yP, + s 1 ■■ ■111 \ . V - \ - -1- rGiii,,,,, vii /:�i.r�I ii / iiiiui A'riiiin • . ii /. i i L_ J - �. ! .. EXISTING ` • \ \ 1 \ • RE.uL1tsA :.oaf - R 1NC "_ //,. ,� viii \ ' \ N `\ ` ■ ■ / \ \ . \ 1 ■1 \ • e ry . \ \ I I ..00 �r "� ; SA A_ i 121111M. ` k \ NI � t °• ' `_ A. \ ` / 'TC .. 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Q • • i t !. 1 1. , y I / ^ P N I ! - v ' • ` F o 1 P U B LIC ! / °ti . ./ •1 1 'a 1 • o '•. r : °! •j ., • , .. :). / Y t H T r ' ° ,(.• • • - 1 • , • r ! '; - _ SII ( ! /: _ o hs - 7 • j' - T - r - . '�] -- -•' y �'_ .'._,,. _ r 4 L _.. +-1 1 - ,-. + • • ' . T -t ` 'i„ ;/- -t l_. �. • .8+60 I • x+84 e y �( . _ . e . ._ 35 ..1r ,. . Y i 5 - a a r - T : a -I y -- T j � d '.b 1 s • -� -e. •• 4 9 : 7 . m ° .- - .. . • �+ ^-1F - I ' - �� • --� 1 H - - . � o . {- \ 1 1 o • [S- L - 1 - 7 . . \ ''. \ -„ - {. v .. , 1 so. \•.. - - - - ..I. ° ° '\" ' '�� \_- \ ! v _. -- - • \= 1 _\ : 'L _ \ -'1 .1 .. 1.. -Y - .\ _I - ._T^ ' *_..1 L I' 4 _ • . � e1' - __....t -\ _ \.• .t M . e - - . _ \ :,( '4 EXIS�IN .4 \ : - l ' o • •V 1 \ • A • 1. .• . \` 1, • .1 \ . \ J \' r - j r - - Z .\ \ ' '\ .1 . . h . .Va .1 0 1 : wT 16 .. �. \ \ I .. . 1 1 : . 1 STRE T a `41e 1 �a •• . \. a \ \ ' ..p • �. \ \ .1. \. i \ \ 1 \ � '\ (• UGH7 0'. .'\ iE r b • , = ; \ .' 9 • . a�: � _ . ' ¢. \ ,.. t cC 4 S;: ' D AF # TMb F'j \STf i ° `• L °� > 4 - - - -. _._ • EXISTING / ... / ' // /1 I 1 \ ' 1 •. ..�, 1 \ _ ,� d .1.).k , , \ , ` ` w- \ \ \ t \ \ I \ \ STREET // / / 1 ® l 1 / / j / / I 1 1 ■ �~ \ L -1--1-...-.4.... � T + _ J S •••• _ \ ` ........ - - \ i 1 1 ii Fo H"' - - - LIGHT ! / / -- / -- 1 - � 1 T J/ ` \ ■ �\ \ -� � -- \` \ `�- ``_ \ ` � / ` a <� -•_ - _'. -� -- - ��- - -- - ' -_ r -` ` -- \ \ ! ! r T -r -r -- 1 1 ' 1 \\ - , - -` \\ \\ _ _-_� ~�`` \` ` - -\_ _� - 1 '1=. ....... • ' i V_ R4- ~\` --- :� - ' .- i / / ___ = ash ?_ /`_ - / -�1 1 1 1 I \ \ `\ - \ 1 �a '3' - ��\ \ \�\\` ---• -- _ :9 __` - - - .. -_- _ :_3s 'mos -- / / - / // - / • /_= _-_ `~ � i__ '_ I 1 - -- ` _ _ - ` - - -- ----- ----- ----- =� % _- - - - - -1 / y/ _ - - W U a S `s 260 1 400.0•' Vc 1 260 W a A PN STA - 11 +23.78 n - ^ 8" PVI ELEV 223.75 .^„ CO I � ---- A.D. 5.66 FIN I + OF WALK - -_ 250 Z 250 �_ . "" Y � I M 0 5 \ ° NR F / � I� ® : i � L�1 IM�� NM 240 '/� OREGON 40 W : o 1K 0 . 75 � ,� r o _ ®-__ 1- v 4r Imo m E ELM � 9.094 -- 1 L. _ 2 3 0 Z 12 31/0 7 MI W EXP. 12/31/0 230 �1 M�_ ' itt " E<n __ t U ( DATE 1 BY /'� 10 -16 -06 1 SE 220 = �- _ BAC OF WALK _�ASIN � �o� 220 O I ■ I I'�` s�e�_ XiSTINC 1111p S C �I __ 1.E. IN ' __ 21O I 1 210 Z � ' : p• XI STD 48' FL T TOP MANHOL W ° 2 18.8 (12 PVC) O , . 'J ..� • .; . . � H DRAM 1 10/10/06 O/� - DATE • 200 A, .' . ( . _ .' 1 1. " - u► M1 1 . 200 / DESIGNED aEaao 1 CUE RIM ELEV.. •16.24' RIM ELEV. - 220.2T I.E. IN E . 2 1.T 12' PVC) I.E. IN E • •15.92 1 - 0 D PROJECT / I MGA03 - 008 I.E. OUT W - 215.72 12 - VC EXISTING DARTMOUTH CENTERLINE PROFILE L SHEET TITLE SCALE: 1' • 10' VERT. 1 �/ � � DARTMOUTH Me 1' = 20' HORZ. in i \ \ \��t' /. /_ i 4 _ l , bO j ' /�" // / ' .//' // .6 / j i /,' "";./ /µ 1, h q ./� CI �' _` \jLil� ! / ! � - • " � � '- L.� _�L I�II Ui 1 r ' / r ' / / / r /' - '�/ / 11111 ...,_. ,' / / / / / e• \ / ` .. � � ' � : , ( � I / r te - • • -II 41 ! ; , I/. ,- 1 1 • ? 4g�1 \r •Iiiit1 I ®/ / r / CR �IN AIL c � i �iF ✓ .._ �A�,�'� CC 1 . � �� - ' ' 1 1 ' Ij .1 r , �n111A! I P :uc }r 1��.�.�- _= : =�L_:_ 111_ . I : �' w 111 / - _ r _��1i: :dill ieiSYGiliI' �A (alrPeffigiSkIn!laseilaeekIE � aes�e�r � eWIZI!inliW I i=iarlir•7n pay - I - - I I - 9 1 II �/' '� - '. ICI� ✓'(`J��L4.a��+: A: a Ya�c da =�tid ' � Z: j _ - / 1 ,( CliiBl9Lf;Il��10 �'L�O - `� Iii / / / � _ _ _ - - -- 4 s - �' ( \ ( ( 1 / t : to, _, v 3°i: ' r „. ~ ~ . c - .. '� 7 3 EN 2 +•• 'M +90 r +DO . fill x 011 .' r1 . ! -�J' � -�� - � - - - - -// -' D � / 1 dl / V 1 \ 1 i �T.i O � 1 / 1 r. ,. �� -' -a V -' `I 7 I O ©�,� 61 " 1 1 1 it - =- 11 Pu : IC / I p ._ = ti 1 1 4 I 1 P • _ � Il 4 .9 '� f �� j t. �> I // a - ~ •-•-------- •�� /� • ! ' T a Aiiiii = ,� - - - , ; !� - ; , 'ii I P �iiGiii��~ O r _ _ I ' No �- -- _ _ r _ l ��_ . PUBLIC / �- T O l ll _ 0. f ' °'�' - = � / - _ -' -_ . ,, (]•- : f` 1 111 ! , 3. ^ I t . t " ,. � _ • / , , / / r r / '- ' / / ' ' 11 /' / i' / / / - I �I !! -�- 1i / //i / / / / ! / / / / / . `�' i// / ( ,/ // / / / // /� . , /, ' m Q 1 as Q cc H PVI STA • 4 +82.50 PVI STA - 3+70 PVt ELEV • 271.00 PVI ELEV • 268.35 75.00' VC 40.00' VC � _ 35.00' VC _ PM STA • 4 +25 __ o A . D . _ - 2 . 04 I L...1 0 A.D. • -3.65 • ¢ IIR1•' o A .D.. 098 0 . 1. • . M1 `.. K • 35.56 ,n o. 280 N LO POINT STA • +28.01 ' VISA = +34. C _ n o 4 I n ,� *: .. - 280 8 -m STA • 1 +3' 50 PM ELEV • 259.55 3 Z * n n V J a_ A.D.. 14.68 K.21.71 L ' d � ;r Iw0 E ME 0 .31% 27& J , 155.00' VC w ff m m j .. - _- = 0 O J n s i 270 0 EE 35.00' VC II - .. --- � � m ¢ -� . SD CB - 2 � 02% I . - Q m A�! E i SD CB -1 PUBLIC C - -- -� ��1 _ Q r 260 - I-�� euti.� ---�� 2so J Q co • 1 � " NI, 55cD -2 POB L STORM SEWER DATA -A� � S SEE SHEET C16 FOR DETAIL 25O 250 __ fuvw•ti+w�- l27La11tE!L74Ly ' CO CFI-2 TYPE CG -30 (PUB' IC) SD 01 -3 (PURI IC) • -- ' � . STA: 3 +46.7C 11.00'R, 70TH RIM: 260 RIM: 2259.0 a IE IN: 67 IE IN: m - �- •'E : IE OUT: : 25 256.17 IE OUT: : 258. 258.80 J i CONNECT TO EXISTING STORM LINE 71.30 LF 12' SOR JOJ4 0 5.3.417[ l ' 240 I' -_ . . , +_ I _ ST 2 +65.70, 11 •'R CO MT TO EXISTI G SANITARY LIE 70TH SD 01- PUBLIC STA: 2 +59.14, 18.0'4 70TH STA: 3 +30.44, 19.0'R, 70TH 240 '^ g' g 6 I' 250.70 TC SD CB -4 (PUBLIC) 50 DR -1 TYPE CC-2 (PUPI ICJ SD CB -4 TWF CG -2 (PUBLIC) V' 6 I e•... L• I, IE OUT 248.25 RIM: 252.35 RIM: 263.91 • SANITARY IE OUT: 248.93 IE OUT: 3 ( ' o RIM 250.• B O SS-0.50% S6 LF SDR } 0 0 =2.528 C • � I CONNECT 1CT TOR X NECT TO EXISTING STUB STA: } +3+3 S0R 0.44, 18.0'1., 70TH L v LL � 230 - STA: 1 +80.00, 18.01. 701H ul .. E T OUT 2 (6 W EX1'N6 w U 3 ' 1+00 2+00 3 +00 4 +00 5 +00 �- 6 SW 70TH AVENUE CENTERLINE PROFILE - w g R SCALE: 1' • 10' VERT. b1 1 • 20' HORZ. I_ AI a . 2 2 ,(52.24 /253.94 / 5114 256.. I• . • • ,/ I I \ - ! \26 - Z / 2S2•96 / 252.9..- - -1 D �S ' WATER CONSTRUCTION DATA STREET CONSTRUCTION DATA SEE SHEET C18 FOR WATER DETAILS 1 ENO OF CURB RETURN fi END OF PANNC AND CURB CO 4STRUC11 11 INSTALL STREET LIGHT P OLE. 252.05 _ I�ihli _ �' _= 1�Y'.K.�\ . m Y ∎' 1 0 O O L ` Q�� ;,,; = 1 - -. �� 1 REMOVE BLOWOFF AND CONNECT TO END OF 8• LINE ST. STA: 1 +57.05, 11.00'1. ST. STA: AVING 0, 18 ANN 9.00'R IN FIBER GLASS POLE N1TH COBRAHEAD \ ‘ . 0 P�Y,�, id ilerlE' ril5 :I�:'j•'t. ?LIIIiR;(a illta ST STA: 2 +66.23, 13.00'1., 70TH AVE. STYLE FIBER INAIRE GLASS AND 200 WATT LAMP VS �p0 i , © iii MIIMIifllif !i9i111311■illalliMiSi1•eRiil �r1 l iNIA013�x�i WIE O2 FIRE HYDRANT ASSEMBLY, 8 TEE, 6 CV, 7.4 5 -6 DIP O PC OF PARKING BUMP OUT O7 BEGIN SAWCUT TO MATCH EXISTING ST. STA: 8 D 20 I o$ ,0i Nr ST. STA: 1 +60.88, 11.00'1. V. STA: 2 +58.39, 1.00'1. ENE ll VI a g I:L� � V�� /� ��,� - -��, ST STA: 2 +92.61, 13.00'1., 70TH AVE. 12 INSTALL 4'X4' TREE GRATE PER O PRC OF PARKING BUMP OUT O END SAWCUT TO MATCH EXISTING '^ OREGON �lUi�ii�• " "__' 2y0 - • -•r -`- - `-- - F82.2 261 3 INSTALL 8 TEE WTH 8 CV SOUTH, 2 BLOW OFF NORTH ST. STA: 1 +66.95, 14.50'1. 5T. STA: 1 +20.63, 1.00'1. CITY OF TI GARD STANDARD 1- �7lw ----. 25814 �.Z Y'- �, ,262.'N ."" / / O ST STA: 3 +49.70, 13.001, 70TH AVE. ST, STA: 1 +81.01, 20.001 I- ., •44 ' O INSTALL 90' BEND W/ TB AND B CATS VALVE ST. STA: BU 11 O 8.00' ABANDON MOVE EXISTING WATER LINE ER AND 12 COORDINATE WITH NW NATURAL CAS Z T SIDEWALK AND DRIVEWAY APPROACH SPOT GRADES INSTALL 8 REDUCER AND CONNECT TO EXISTING 4' O TO BRING SERVICE LINE TO BUILDING W EXP. 12/31/07 SCALE: 1' • 20' HORZ. TO C.I. CONTRACTOR CONSTRUCTION. 5T STA: 3 SIZE AND LOCATION +49.70, 22.13'11, 70TH PRIOR AVE. O S . STA: 2 18.00'R l0 REMOVE EXISTING LIGHT POLE 13 INSTALL STREET BARRICADE ROW 5 INSTALL 2 DOMESTIC WATER SERVICE TAP ST STA: SEE SHEET J +02.21, 13.001, 70TH AVE. ST STA: 3 +53.00 ) I DATE I BY C j, 30' RIGHT OF WAY I ♦ (, I I 8 INSTALL 8'48'48' TEE, 6' GV, 17.0 LF -6' DIP CAP END v 1 I I �• 36 '•�+ll "•. OF LINE UNTIL ONSITE HYDRANT ASSEMBLY IS INSTALLED O I 1 ,,� � � L EGEND 2, 8 ��.,�; ,.`� 18' t8' i% i •`• ST STA: J +08.21, 1 }'L, 70TH AVE. _ - Q 1 1 7 8• O7 ABANDON WATER SERVICE L AND RE M O VE EXISTING WATER METER. EXISTING LOT LINE PROPOSED RIGHT OF WAY LINE _- -_ - - -_ 1 I 0.5 0.9' E %ISTINC CENTER LINE PROPOSED LOT LINE ill 2 3 15 ' �• EXISTING FENCE LINE CURB AND CUTTER 1 POINT OF REFERENCE SIDEWALK X PROPOSED EDGE OF PAVING Z I I 2:1 IKq% SIDEWALK PLAN ER STD. DETAIL NO. 126 pl TER 2.OX MAX �•{� p EXISTING CURB PROPOSED CURB LINE _ •2.OX MAX • ..sill . C R E I URN TABLE EXISTING STREET STRIPING - - - - - ,„2.50% MAX 2.50% MAX S 'IP EXISTING STREET SIGN I PROPOSED ASPHALTIC SURFACE ( I L DATE I 10/10/06 2:1 YAX � �� • • • ^^ ^ ^ ' ^' • -...$ TYPE ZURB PT. STATION OFFSET T E C ALIGN RADIUS DELTA LENGTH EXISTING CATCH BASIN PROPOSED SIDEWALK �� =MINIM r DE ORMAN I 'SE C• • SIDEWALK PER 2 CLASS . ASPHALT CONCRETE OVER O EL M U oE9 011 I SO. DETAIL NO. 2 CLASS "B ASPHALT CONCRETE PC STA 13 +73.93 57.031 250.}6 EXISTING CONCRETE SURFACE I;'' :, PROPOSED RETAINING WALL OF AASHTO T -99 OR EQUIVALENT CHECKED 1 EYE 1P0 ` COMPACTED 1 4 S 13 +71.26 43.63'1. 248.79 PROPOSED LANDSCAPE AREA ' ;�� ;y,a %= ;I'�;,') 0 C / I YGAOS -006 COMPACT TO 927E OF AASHTO T -99. SUBGRADE TIGARD / D O 15 AGGREGATE 1- 1/2• -0' COMPACTED TO 1 CURB do 1/2 Q STA 13 +63.69 32.26'1. 247.28 35.0' 90'03'24' 55.01' PROPO PA L LIGHTS L ••• SKEET TITLE 95X O GUTTER SCALE: ! 1. 245.89 • =70' PSE FL POES I u • ,ATI I • v -mirth., • nt- 4••rl�u 3/4 6, STA 13 +52.33 24.67' a• nonern emrrr i L i � 99 M 701H AVE PUB. IMP. A & T _ . 41' , al 401 , • LLI I L t 0 0 C C C r� r-1 C L I C C 1 4 1 C I C C C L t I C I C I C C I C C I I I is 31111 m 1 I(� �JI , t y WO 1 1 CC l -- _ -- '- Q SOCO -S ALIGNMENT 'A' ` _ 1 • ; ALIGNMENT 'A' SDCO -3 2+00 _ 1 'SO t +� \! Or50 Q� �� 0 • 1 S S +SO ] +3+00 _ - . -- ►- - - - � _ D • - - 98.2 lF- B F - bti- 122%-30,14.0'S-SdSX_. _ _ - - . •_ ' 9t.3 LF OF 12 SOR 3034 O S•4A5R _ _ _ - ��'r ° I ' i of I I ' 0 1 7 i �`� ,! °� �. C C !'g C I C C C c 1 L C C L I C I C � %�� I f� 1 CI- I Ii ! K - /j // � C C C } � - i �' e { I /per M I W h I l 1 �' 1a,«• ' 4 1 N 744:_: / I I I ,«,- D l i i 11 'f MI 1 94.9 LE SDR 303a 0 S. 2.00R A� I C O Flo O 1 l m �� ;i . 7 6.03 LE Of 8 SOR 3034 d S =ZOOR _, �QI 1 ,t.- / • � ��' f I , 1 , I I ( ! I I f I I II ��.11'Z� -^-•I - -i r( O in 1 I. $ i I. _ 11 i 1 11111'I111111111■ 11!111' 11TH! tIIIIIUl ■I�■hU�111111lIIIIIIII - °I MI H • Cr) all f; 21111 NB r • .- •R._ .R. -4 ^ -.R.- , !6 1 ' I am Cn � Ir 11 : ' • DENIM Cie c L r i, 8 i = O 0 U 1; j � 1 � Z I ,,, iii 1 11� � " � 9 ��■ li ;a _ 11 i MII Q o _ $ 7S � o Ii PR OPOS ED BUIL DING I tl 1 7 4.0 11 IN .t , .. 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C i S c".3.3.610731: STORM CATCH BASIN DATA STORM MANHOLE DATA ROOF DRAIN DATA STORM CLEANOUT DATA L EGEND ' �' , SEE SHEET 516 FOR DETAIL 5EE SHEET Ct7 FOR DETAIL SEE SHEET C16 FOR DETAIL STORM CONSTRUCTION NOTES �/� S M H -1 (4R'o) $R MH -4 (60 i ALL PIPE BETWEEN DETENTION PIPE IS 5 = 0.0R EX ISTING CENTER LINE - VI OREGON CB -1 $OS.JL -,� 1Q O EXISTING RIGHT OF WAY LINE -- - - - 11 �___ Yt� ytP RIM: 236.15 RIM: 242.25 SEE SHEET CIO FOR IE END (6 247.40 RI 3 . 0 UNLESS OTHERWISE NOTED. r 10• IE OUT; 2 32.65 IE OUT: SDR30 CONSTRUCTION DATA IE 24 N : 228.30 36.2 lF OF 6' O 2.00R MIN IE (12'): 217.17 EXISTING WATER LINE W 7 S� $TA: 2 +06 90.52 AUGN -A STA: 3 +59.15, 148.48�L, ALIGN -A EXISTING SANITARY LINE SS L 10.6 lF 8 SDR3034 O 5 =25.00R 9.0 LF B SOR3O34 4 SA LIGN- Q IE 24' W): 228.30 2O INSTALL 6' ROOF DRAIN LATERAL O M 5 =2 E %ISnNC FENCE LINE x W ExP, t2 /]I /07 STA: ] +51.02, 121.91 ALIGN -A STA: 2 +52.69, 12.00 L, ALIGN -A M _ 1 S • + .•., • ,ALIGN -A $OJLD =2 $R IM: 2 SEE MECHANICAL PLANS FOR CONNECTION AT BUILDING. IE END (6 247.40 RIM: 238.70 OVERHEAD POWER UNE OHW C 50 CB -6 SEE WATER DUALITY MANHOLE -1 36.2 LF OF 6` O 2.00R MIN IE (12 234.70 EXISTING CONCRETE SURFACE L $0 IM: 2 RIM: 252.36 WO -I ON THIS SHEET SD MH -5 (60 I�"''' " ' " �� I RIM: 2}8.24 IE OUT: 248.71 STA: 1 +59.19, 90.681, ALIGN -A STA 3 +41.70. 3.00 ALIGN -A I DATE 1 BY IE OUT: 234.57 } EXISTING SANITARY MANHOLE 1 10 -17 -06 I JSF 25 LF B .19, 12. O 5 ALIGN- en MH -3 (60 FLOW CONTROL IE IN 12 N : 229.90 SD RO -4 $D_G4�i 33.7 LF 8� SOR }034 0 5 =6.238 STA: 1 +27.19, 12.00'L, ALIGN -A R M: _ IE 24' E : 226.30 Q IE END (6"): 247.40 RIM: 243.00 EXISTING STORM MANHOLE 0 1 1 STA: 3 +02.70, 90.431. ALIGN -A SD CB -7 IE 24' E : 228.30 36.2 LF OF 6 O 2.0076 MIN IE (12"): 238.40 EXISTING STREET SIGN { I IN 2 4 ' N : 228.]0 _ I I NO U ED /� IE OUT: 246.53 IE IN 6 NW): 230.00 Q +4 . •, CN -A 10 RO ' 4 32.20, 90.78 AUGN -A ST 0.37, 3.00 L, ALIGN -A WATER DUALITY VAULT DATA EXISTING S BASIN ' 20.0 4 Q I I / \ 12.6 LF 8 $083034 O S =2.008 IE OUT F 12 • SW): 228.30 50 MH -6 (60 IE END (6"): 247.40 RIM: 250.55 SEE SHEET C17 FOR DETAIL E X ISTING RIGHT BASIN WAY LINE - - I 1 SR CR -4 STA: 2+30.53, 41.931, ALIGN-A 200 LF OF 12' SDR }034 $I 36.2 LF O F 6 O 2.008 NIN IE (12'): 24J.75 ,;._ Z I 1 RIM: 239.84 5D CB -R 5 =3.00% TO SO MH -2 IE OUT (24' W)i 22 •30 Q STA: 1 +0 90.BTL, ALIGN -A STA 1 +52.19, 3.00'L, ALIGN -A PROPOSED SIDEWALK IE OUT: 236.17 ..42, .,' RIM; 236.85 RIM: 250.80 STA: 3 +4190 127.391-ALIGN- IE OUT (24 S): 228.30 $R RR -5 SD_CSg IE IN (12' N): 227.70 PROPOSED CURB UNE O 18.2 LF B• 5083034 O 5 °16.648 IE OUT: 247.1} 5T • + .42 L,AU N -A IE END ((6'): 247.40 RIM: 251.00 IE OUT (12' E): 225.40 PRO STORM MANHOLE QD OA1E I 10/10/08 STA: 3 +23.47, 24.351. ALIGN -A S L0 8 5083034 0 5 =19.88 36.2 LF OF A' 0 2.008 MIN IE (12': 244.78 10.85 LF OF 12 5022034 PROPOSED STORM MANHOLE E O - DRAWN I JOE STA 0 +87.56, 50.441, ALIGN -A $TA; 0 +59.70, 91.04 AUGN -A STA: 1 +52.19, 56.54'L, ALIGN -A U DESIGNED 1 JSE 5 =75.88 TO SD MH -1 PROPOSED STORM CATCH BASIN ILL-02--8 STA: 3+59.11, 137.62'L.AUGN -A PROPOSED SANITARY SEWER MANHOLE Q DRA I EME CATCH BASINS CB -1 TO CB -8 ARE STANDARD LYNCH TYPE RIM: 250.80 PROPOSED FIRE HYDRANT �, IE (B'): 246.37 PROJECT 1 I MGAOS -008 CATCH BASINS. SEE SHEET C16 FOR DETAIL PROPOSED FDC CONNECTION ID SHEET TOLE STA 2 +30.22, 54.55'L, ALIGN -A PROPOSED WATER LINE �D co_7 PROPOSED SANITARY SEWER UNE / ONSRE STORM I II A)1•( _ - - - - I- - �._ T T lam. , — gIii , :I . C � • � _ � N - I 1• ac W 4. e a• 'a a t c ' 1 `'l f" 1 4 c c G n a ¢ ,. c C c - r a. ° ° 0 ��1 q i1a 1. CC _ LJ lJ� ootf.aF °'e A.,,,. p} 1 • ' Rim YT00 rpm' 6` IMP. ' J i; � ® 05 - + 1' m . `23 1 l— ` .. - __ • m .5•00 E F•O 6' / 1 � y s.:•1 ii a i7 ° ' -- - 900 of e` DJP \!F p Z /� : �ii ii iiiiiiiiiiiiiiiiiiiiiiiZIWZ/ioi • 1 iiiiiiiiiiiiii iiiiiii4 /iii:49,1"iiiiiiiiii �. lJ1Y 1= r i '• a V J • .I '. � � c - 11 t ,:'.' .. , c ;c c e t F.� ¢ ¢'� c .e c C''•t ■ ;1A11►f '' W cc .nia 14 1 ; ► 0!i.' 1 3 I 1 ¢ ,Oli -- -- 1 l �Ir1Y c - . ■.Y _ O 1 . � - 111 — I - CC CD ....,..,® : 1 : i 4 1 : (t b t ,,+�. +- � s s conDUlt � wE _ � ■i! 5 1 Y ` r Issimploolossflhl iu ui;uipIp I � C n p c3 �- ; YI 1 ; tr z _ �� Z , Ell i ' ..- elu t III au W Z < 11 11 I - 0 Mill 11x1 r: . c, 1 M i 1 e l �A O 0 U Li , M N:m �' F MIN _ PROPOSED BUILDING 1.1 ' " W ° I 1 • < 1 i _ 11111 . 1. 1)111111 N_ o° O1 n 1 e ■ ■1N ■n�� 1■ ■11 \ O o m 1111111111— X CC ' D ► ". 1111 MN Ione. / ■�� N ■■e■� \ E a 1 =- - ■lals>en f■ ■ 1 I _ _ + 1■�t{■ _ 1- _Ammar II." 1A■unr c r / I ■ e 4 .... s sle i 1 �I ■ ■� NOME ��rrrrrrrrrrr�rr + f{ 7r..rurr rr3rrrrrrrrr — p --- - - - - 7 rrr-' iMrrnllerrrrmCANg l3r•, arrrrimriil rsrAl rwMOrrerfirrr' ArI0lrrarll l: erwsrrrrr rarrrrlrriror rEr /mlrOmlrrlrr!•rrrr+r •r9cllrre>Ira .✓', .( �� . ` '' ` -� 2 P _ _ - - - I ■ . y mrmmsMMMMr m r drOOrlrrWarmlrrrrrrrrrlirri9 !!rr rrrrrrrr6rrmrllrmarirOrl - - - - — E � - oT atop ` BMW rrrrrrYrF �� Srflrrrr rrrr rrrrA7 �l> ®tart - >r l 4 6 �f fi$ 1• -�® - I : � _ . 6 - - �I ;� CONNECT TO i . 2 y $ d n _— ° e .P —� a '' , o • . E STOR. • MH C 6 0 ° ° V r ` ' • . r parr — — -- rss 1� ° j • -- • I mp — V r _ ` e Y 3 + 50 _ - l — --�` I 30'v =. }`- • 7_7:- L 72 5 • - IT li . ' — s>s ° - 1' - =— - _-- I - ° �3t� - — - t — r U_ • i S .W. DAF ' fM _ _IK • -� . . �W Q j :V _ _ _ _ _ _ ._____ _ _ —. _ _ —_ _ _ _____ _ ___ _ __— - _ — _ _ ____ _ _ _ _ ____ _ ____ _ _ _ _ W ( ° t .„,.. --- -__ 7 / i_ -1 . . • e . . < . }„� CONDUIT ___ _ __ ,._. — I I O mss ° M q � � CLEANOUT DATA WATER CONSTRUCTION NOTES LE GEND I X 080 SANITARY SEWER UT _ EXISTING CENTER LINE � OREGON CO -1 O INSTALL STANDARD FIRE HYDRANT ASSEMBLY O INSTALL 6� DOUBLE CHECK DETECTOR ASSEMBLY EXISTING RIGHT OF WAY LINE — - - — Q SEE SHEET C10 FOR OFFSITE CONSTRUCTION SEE SHEET C11 FOR CONNECTION DATA. WITH FDC CONNECTION EXISTING WATER LINE W 10• IP INFORMATION STA: 3 +28.54, 36.24'L. 70TH O SEE SHEET C10 FOR FIRE HYDRANT INSTALLATION EXISTING SANITARY LINE SS 56 CO -7 INFORMATION. < INSTALL 90' BEND W/ TB EXISTING CONCRETE FENCE LINE X W EXP. 12/31/07 SEE SHEET CID FOR OFFSITE CONSTRUCTION STA: 1 +31.49. 2.00 ALIGN -A OVERHEAD POWER LINE OHW Y DOMESTIC DOUBLE CHECK ASSEMBLY C INFORMATION 3 INSTALL 1 -1/2' DOMESTIC WATER METER WITH TG CORTE S 2 O INSTALL 90• BEND W/ TB I•`. , STA: 2 +96.02, 18,50• L, 70111 ST STA: 2 +48.05, 6.00 L, AUGN-A EXISTING SANITARY MANHOLE URFACE ® © I DATE I BY 55 CO -3 EXISTING STORM MANHOLE I I RIM: 237.90 O CONNECT TO 6 STUB (SEE PEI PERMIT) 10 INSTALL STANDARD FIRE HYDRANT I 1 IE (8'): 231.90 FOR FIRE HYDRANT ASSEMBLY. SEE SHEET C11 STA: 2 +48.05, 15.00 AUCN -A EXISTING STREET SIGN O INSTALL 31.1 LF OF r SOR 3034 0 S-21.13% FOR STUB INSTALLATION INFORMATION. EXISTIN STREET LIG 1 I 0 _ § _ — __ ___ .__ cr) STA: 2 +40.99, 135.38 L, ALIGN -A EX ISTING CATCH BASIN ® Q I I O INSTALL 6• DOUBLE CHECK DETECTOR ASSEMBLY - - CONNECTION TO STUB PROVIDED BY PUBLIC FACILITY PROPOSED RIGHT O WAY LINE I I PERMIT. SEE SHEET C11 FOR CONNECTION DMA. PROPOSED SIDEWALK Z I I O INSTALL 90' BEND WITH TB PROPOSED CURB L O STA: 3 +34.87. 36.33' L, 70TH PROPOSED STORM MANHOLE © DATE 1 10/10/08 STA: 3 +10.18, 36.25 L. 70TH PROPOSED STORM CLEANOUT 0 L_ DATE I ,5E • PROPOSED STORM CATCH BASIN 10 / 1 PROPOSED SANITARY SEWER MANHOLE QS 0 DESIGNED I ,15E PROPOSED FIRE HYDRANT /X n DIEC1(ED 1 EWE 1411161 PROPOSED FDC CONNECTION PROJECT / I MW05 -008 PROPOSED WATER LINE b t(. SHEET TITLE M . ' ^^ P SEW -- PROPOSED SANITARY SEWER LINE rn SS SEW / WATER BIKE RACK DETAILS 3 /8- __ 3/8" / WHITE BACKGROUND. r NOT 70 SCALE (,- t" HIGH BLUE LETTERS #6 REBAR \ , r AND BORDER, BAKED ENAMEL. PLACE INTO GROUND (18" MINIMUM LENGTH) ,[ / '\ w 5' 1 1/2" HOLE FOR REBAR J--. -� _ —L T _ \I J • 2 T ----- \ GALVANIZED STEEL 1• // s' /-- -- /( ,. VAN / POST rn v PAD, 3' -6 MOUNT HEIGHT = K ON H Aki ,, , D 62 37 v / PRECAST CONCRETE BUMPER INSTALL DERO IN- GROUND MOUNT, BLACK v Q ♦ 1 P OWEDECOA H A NOT TO SCALE I"' PRTED TYPE RR3ND RR4H BIKE 2' -0" MIN (o RACK OR EQUIVALENT I W _ � DERO BIKE RACKS. INC III o 2657 32ND AVENUE S _ / r' MINNEAPOLIS MN 55406 w < V 68B- 337 -6729 F 612 - 331 -2731 TYPICAL HANDICAP PARKING SIGN � H IW / HTTP / /WDERO.COM NOT TO SCALE v♦ 0 U BIKE RACK (TYPICAL) NOT TO SCALE 6" o NN O ° 1 n W ■ O m T N • , �� . r5 T/ 7\ 2 Q O N T v t r• �� .� �� ■ 3" WIDE PAINT ; o GS MOUND SOIL 'N ALL LANDSCAPE 2' -t0" ./` ± V� 6' STRIPE TYPICAL o`,- j . />� � ISLANDS tb " -24" HIGH (iVP) R. ! / i 6" MULCH (WELL ROTTED) 4 " 7• : 4 ., b PARKING LOT --10 " v ' E n x o -- TYPICAL HANDICAP PARR KING SYMBOL 4 ,:_t. NOT TO SCALE U . S i ELEVATION SECTION Q / C L i o TYPICAL SOIL MOUNDING DETAIL - s p NOT TO SCALE —1 CROWN TOPS S�,,o PNO/F,�/ 6" DIA X 6' -6" c; ONO fr rI GALVANIZED STEEL k 53.060 3' -0" _ PIPE FILLED WITH CO CONCRETE P -6 H OREGOt1 CONCRETE PAVING �i • Z ✓ S COTT E� I ExP 12/31/07 2 3' -0" - 0 - _ • • - 12" DIAMETER CONCRETE 0 (/ FILLED HOLES _ �7 Li___ ) I^ L / O 1 :/'3/.6 3 r I :RA:�\ I • TYPICAL STEEL BOLLARD U I .5 NOT 10 SCALE c-• 7 I 1 - .' - CURB JOINT I h �(- 5' MIN. { SEE NOTE 5 ROW DRAINAGE SCHEDULE 40 'I 3" I.D. SCHEDULE 40 / ..\ I PC / 1 -._2% 1" r 6" DWV (ABC OR PVC) T 4,9, ROAD - 3/ R {� 6 EDGE 1" BATTER I PIPE W /COUPL CURBSIDE o- S TT I 1 w ROAD r 1" 6 " 1" R c/ - O 3. I /R PY 1 1 / 1 � BGRgDE 6" � 2' OF } /a'_0• BASEROCK 5" ,---- DRAINAGE BLOCKOUT 6" I 7/2" , �- c • r 3 I.D. SCHEDULE 40 MAX. TRUNCATED DOME Q COMPACTED SU 1- DWV (ABS OR PVC) DETAIL 0 L 0) SIDEWALK ADJACENT TO CURB PIPE W /COUPLING BASE COURSE -� I r 0 y �� ! P /� 16" 24' I o 0 o c �P s•, O 5' MIN y 60W ) OO OO © f o� c.3.- C7C Pty EXPANSION J o �- 27{ Q 0 ROAD ( NOTES: , 0 0 0 , o ! B PC /PT W 0 PI J o T B" 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED 1M TH PRIOR N 3 0 y C APPROVAL FROM THE CITY ENGINEER. 1 Y OF 3/4 " - 0" BASEROCK RAMP TEXTURE PLAN A,N VIEW 0 COMPACTED SUBGRADE J 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. PATTERN DETAIL W SIDEWALK AWAY FROM CURB 3 EXPANSION JOINTS: {� 4 4 i6 0 fn 1) A A7 T FLUS n T co O B EACH POINT : I I A NT OF TANGENCY OF THE CURB LU A. T 2) AT EACH COLD JOINT. 2% -- 12:1., NOTES: NOTES: 3) AT EACH SIDE OF INLET STRUCTURES. 1 TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 4) Al EACH END OF DRIVEWAYS. Q izr t. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK Mix, SLUMP RANGE 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET - . ... OF 1-1/2 TO CC H (b 70 Y. 4" P C. CONCRETE OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING B MATERIAL TO BE PRE - MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, 0) 2. PANELS TO BE 5 FEET LONG. TO A MAXIMUM OF 20 FT. WITH A THICKNESS OF 1/2 INCH. _ - < Q • 2" 3/4 " -0" AGG. BASE CC � ROCK 2. TRAVERSE EXPANSION MATERIAL TO BE PRE - MOLDED NON- EXTRUDED MATERIAL 4 . CONTRACTION JOINTS: .� 3 EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, WITH A MINUMUM THICKNESS OF 1/2 ". q. SPACING TO BE NOT MORE THAN 15 FEET. Z / 0 UTILITY VAULTS, WHEELCHAIR RAMPS. & AT SPACING NOT TO EXCEED 45 FEET SECTION A -A G � 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. NOTES: 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. 5 BASE ROCK 2 " -0 OR 3/4 " -0, 95% COMPACTION. BASE ROCK SHALL BE TO CD , r CURB. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN 1/2" RADIUS SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S. 1 IN 28 DAYS. ^ 4, CONCRETE BREAKING STRENGTH TO BE 3000 P51 AFTER 28 DAYS. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB 15 USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET 6. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4- DEEP AND RAMP PANELS SHALL BE BE OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. AND MAX. OF 3 FEET FROM PROPERTY LINES. A. 3" I.D. PIPE WITH COUPLING. EDGED ON 4 SIDES. °o 6. DRAIN BLOCKOU TS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB }, EXPANSION JOINTS SHALL BE 1/2 ASPHALT IMPREGNATED MATERIAL OR EQUAL SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED SAW CUI VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURD U w O OVER PIPE. C DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 4 SURFACE SHALL HAVE A MEDIUM BROOM FINISH I n N 0 AND A MAXIMUM OF 3.0' FROM PROPERTY LINES rn v 5 COLOR OF DOME AREA SHALL BE SAFETY YELLOW ° "1 , „ 0 W 3 FS I m WHEELCHAIR RAMP � Q " �, CONCRETE SIDEWALK 0 STANDARD DETAIL NO. 120 F ^�= ITRw,RTR, STANDARD CURB STANDARD DETAIL NO. 125 A ,R4 a,.y; D RA,, a„ CURB AND GUTTER =w acRwc ^ R•R,� R, STANDARD CORNER a 3 N ° I 1 „ "'; " �;;''; LL- R „ �J STANDARD DETAIL NO. 126 u- �� " Iz'n; STANDARD DETAIL NO. 128 C c CIT1 OF , IGARD Cl CI OF VGARD CI,v OF iRGARD Cr, OF TIGARD 1° MRCP MCP MRCP MOP i` 32' .w.e ,.,,CRP I 0 _ u n 16' 8 . 100 1 e 4 8 , EXISTING JOINTS L , (4' MIN.) 1 LEGEND M 1 -�_ s g - /` CURB TYP. ' I IM I T .,o-. ' I 0 1101/11/1" o --T. o • Imo• 1 • 5' MIN. 0 TRAFFIC SIGN 100' y - . n° a SPACING 18' •IIURU SPACING 36 GROUND 1 I�� IV ® CONSTRUCTION ZONE MIN - MOB - CENTERS CENTERS i - .To-,. '0 • _ �"/ 4 18 I 6 o TRAFFIC CONES OR } O iii 4� L 2' • APPROPRIATE DELINEATION _ - SEE POST // DEVICE z 100' . 0 f T T SPA CING 18" SUPPORT DETAIL N MIN U .$ i 1 CENTERS . m I I I T I `VLAG GERI 1 I ¢ sm UTILITY CUT 100' • N y SPACING 36" 0 MI 1 I N. • • • ' MIN. g p CENTERS • 2 1. MATERIALS --) . C E' PLAN VIEW • 2' X 2' X 63', 12 GA GALV PERFORATED STEEL 12 MIN. • I . MONUMENT CASE & COVER 1--PANEL 1� CLASS 4000 PCC TR C ON CIGNS iROL TO P BE LANS 48" R X QUI 48 R " ED. T /2 WIDTH-i POST. BLACK ON ORANGE 1 � } • •, STEEL STI POST. 1 /2' 12 GA. GALV. • PERFORATED 3. NO COLLECTOR STREET LANE OR • •• MIN u � \S � ` Q,N� PROs / 1 • GROUND I O LOCAL STREET CLOSURES DURING • 0 NOTES: 53.060 5 TIE BAR 16 LONG THE FOLLOWING TIME PERIODS: IFLAGGER1 t< GRANULAR BACKFILL _, . ,4 i3• S2 1/ 4' X 2 1/4' X 36', 12 GA. GALV. PERFORATED COMPACTED TO 95% OF 0 STEEL ANCHOR. I ¢ 1. MONUMENT BOXES TO BE CAST IRON OR OREGON STANDARD PROCTOR SECTION VIEW 18 " 7:00 - 9 A. M, 100 ALLOY SUITABLE FOR HEAVEY TRAFFIC MAXIMUM DENSITY 3/8' X 3 1/2'. GALVANIZED HEX HEAD BOLT WITH 3:30 - 6:00 P.M. M z LOADING y1036 OR 1033 SUPPLIED BY: '� Eto,'L� • LOCK WASHER, OR 5/16 CORNER SOL T. O I •� •. - Z SC OTT E 4 INSTALL IN ACCORDANCE WITH THE INLAND FOUNDRY CO. INC. • 7/16' X 5'. GALVANIZED CARRIAGE WITH FLAT "MANUAL ON UNIFORM TRAFFIC CONTROL 100' UJ EXP 12/31/07 AND LOCK WAGNER , 2 BOLTS PER RAIL PER POST. 191 N. 39TH 1. CAREFULLY REMOVE PAVEMENT NEXT TO JOIN1 SO AS TO NOT DEVICES FOR STREETS AND HIGHWAYS " . MIN. SPRINGFIELD, OR 97477 DISTURB PAVEMENT i0 REMAIN. 33 0 2' X 8' CROSSRAILS-PAINTED WITH U.S. DEPT. OF TRANSPORTATION, m (541) 747 -9172 REFLECTORIZED RED AND WHITE PAINT. FHUA, 1988 EDITION. 0 A J j 1 DATE 1 2. HALF PANEL REMOVAL ON LIEU OF METHOD SHOWN ABOVE WILL BE OR ' ` I ALLOWED IF APPROVED BY CITY ENGINEER. SAWCUT SHALL BE FULL 0 5. ACTUAL SIGN PLACEMENT TO BE 100' V -------- DEPTH 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 0 0 FOR STREETS AND HIGHWAYS AND THE OREGON ADJUSTED IN FIELD. NO. M MIN 1010 AND SUPPLIED BY: 3 WHEN PANELS ARE OFFSET OR IRREGULAR IN ANY MANNER, THE SUPPLEMENT. 01 .o.o MM:w, CITY ENGINEER SHALL DETERMINE THE AREA OF PAVEMENT 6. INC CITY RESERVES THE RIGHT TO ADD TO .... OLYMPIC FOUNOARY 0 REPLACEMENT 0 3F -1 BARRICADES OR MODIFY TRAFFIC CONTROL REQUIREMENTS SEATTLE. WASHINGTON 6C-8 BARRICADE DESIGN AS MAY BE NECESSARY TO EFFECTIVELY Z 1 - a. AFTER PLACEMENT OF PAVEMENT, SAWCUT JOINTS THAT INTERSECT 6C - 9 BARRICADE APPLICATION CONTROL TRAFFIC AND TO ENSURE PUBLIC 2. ALTERNATIVE TYPES MUST BE APPROVED Z ___ _ TRENCH THE DEPTH OF THE SAwCU7 IS t0 BE T/a POST SUPPORT DETAIL SAFETY. BY THE CITY ENGINEERING DEPT. PRIOR 0 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN 70 INSTALLATION AND MUST CONFORM 5. AFTER DRILLING HOLES, PLACE NON- SHRINK GROUT IN BACK OF ACCORDANCE WITH THE CURRENT STATE OF OREGON 7 NO LANE CLOSURES WITHIN 200 FEET OF TO THE FOLLOWING MINIMUM DIMENSIONS' TUTF 1 10/10/00 HOLES BEFORE INSERTING TIE BARS. STANDARD SPECIFICATIONS FOR HIGHWAY A TRAFFIC SIGNAL WITHOUT PRIOR CITY DRAS I .15E R CONSTRUCTION. APPROVAL. 3. APPROVED FOR ALL STREET CLASSIFICATIONS / 6 IF PAVEMENT IS UNDERMINED DURING REPAIR, SAWCUT FULL DEPTH 4. BARRICADE FOR SIDEWALK IS SIMILAR. 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW C L'nEC4EC V V I 1 .15E JSE AND REMOVE PAVEMENT BACK TO UNDISTURBED SUBGRADE. FINISH GRADE. fr PRO cC` a I F..I, 0 TYPICAL TRAFFIC SMEE1 RTLE w4rpcwc 1 LAP nnM • unx Uu l H I MATCH E115TING MATERIAL TOPSOIL UJ 12" MIN PRIMO R Z' DETAIL PER DRAWING NO 160 0 in BASE MATERIAL • _ _ _ < S7ANDpRO CA57 IRON NON- SHRINK GROUT — - - FRAME AND COVER W j m STANDARD MANHOLE �- i p DRAWING NO Ifi0 GRADE RING W c i AB AGGREGATE BASEROCK / ;1 1 SPECIFICATIONS 1 1 ' S ' 1 g II .4" MIN C!) n � �— t ALL WELDED STEEL CONSTRUCTION Co " ` �' ' UO COMPACTED SUBGRADE FINISH GRADE , � - �� 0 O 2 10 GAUGE STEEL MINIMUM THICKNESS n .y 3 2' ?HICK HEAVY DUTY CAST IRON D z ' , GRATE i GAE W WATERTIGHT PIPE PLUG 1` STANDARD CAST IRON GRATE ASPHAL i1C P AI } LOCAL STREETS: AC - 6 CLASS • COATED INSID AND OUT wan I YAM STOPS " ASPHALTIC CONCRETE r �l PROVIDE 3 /A' - 0' FOR Z ' NT " C A L , J ` MIN CLEARAN , U 12' MIN AB - 4" (1-1/2" - 0 ") AGGREGATE BASEROCK A MINIMUM OF 6" WS* ABOVE OUTSIDE PIPE ZONE OR AROUND CLEANOUT C 5 OPENING ON BOT10M OF WATERSE AI �,�,I i0 BE GREATER OR EQUAL TO AREA IN OWLET GREATER PIPE OF PIPE BELL 3/4 " - CRUSHED 6 STANDARD DEPTHS 30 36'. 4Y. 40' AGGREGATE AC - 6" CLASS "C _ ASPHALTIC CONCRETE Q L 4 I r �' 7 MANUFACTURER DOES NOT RECDMMEND LOADING CATCH BASINS wI1HOUi PROPER MINOR COLLECTOR STREETS: c i L g SUPPORT UNDER GRATE FRAME 1 AC - 7 ASPHALTIC CONCRETE, O CD CC 6' MIN BEDDING BELOW — 6" MIN \,......_} 6" MIN AB - 4 " (1 - 1/2 .. - 0 ") AGGREGATE BASEROCK 0 0 al II I OUTSDE OF PPE KU. PIPE BEDDING OR IF c ._ -. - 3/4 " -0 CRUSHED AC - 9" CLASS "C" ASPHALTIC CONCRETE AGGREGATE 75 • PLAN VIEW ! MAJOR COLLECTOR STREETS: 0 CO ANDARD CATCH BAS ■ GRATE FRAME WA TERSE AL AB - 4 CLASS "- ASPHALTIC CONCRETE, I < - OUTLET COLLAR FOR NO - HUB t AB - 4" (7 -7/2" 0 ") AGGREGATE BASEROCK , Q CONNECTOR TRENCH rWNDAT10N SIABRIZAUpI, AS RCOUPEO — Q Q O NOTES: ///�- ( mi l - NOTES: 3/e-0* CONCRETE ENCASED 3/A 0 VJ J v ,,, g 1 JOINTS TO BE TACK AND SANDED BOTTOM OF WYE • 1 SU OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING FOR PLASTIC PIPE S 2 ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN s ° 2. JOINTS TO BE TACK AND SANDED 3 SAWCUT SHALL BE TAC COATED MTH BITUNINUS ASPHALT EMULSION _ 0 3. SASVCUT SHALL BE Tp CK COATED WITH BITUMINUS ASPHALT EMULSION U v -- - - NOTE CONCRETE ENCASE ENTIRE WYE SECTION AND A5' BEND IF CONCRETE PIPE. J _ '‘'.4 THE L yn c h co., INC. J • r, - o I CI • •706 SE 18114 AVE PORTLAND. OREGON 97202 O - o rn n J PHONE (503) 236 -382 I -- STANDARD CLEANOUT DWc !' ,S N 24"9 OR 2 I STANDARD CATCH BASIN PAVEMENT DIG —OUT QeanWter Services a , STANDARD DETAIL NO. 180 O TRENCH BACKFILL A " O AND REPAIR � •• � 1 � tv7"elm. CC SECTION FNDMLRMD D PARIMEN, DNaRNC xPU,MLN, DRAWING N0.150 REVISED o :�B Q 0, N DRAWN BY BP1 _ „u/97 LL x _Lk • � aw -'LL �T , H.6w STANDARD DETAIL NO. 182 0 c O n • CITY OF TIGARD ". . I: « -, „, CITY OF TIGARD u Iw;l: .” - • I ONE 0 REESSED SEYFN NQ J BARS B� SEE STMIOARD ORAWNG NO. 255 3 • m ■ NO 5 N5. J A - -- AREA AT 6' 0.C. FOR FRAME NM uww ��LLLIIIANHOLE UD TOP PACE 3 , i 'S'f' m BM BAR / I / AS APPROvED Or CURB v W s 1 a " • •■ I1 A / 33' a '6 ` Irn°i — T �!_ »A��R�YwO ��' •' \ 6' 6 PAVING 1L - y ' < 8 ii, A u � r • • ■ I�ININ15.1BINININI ■1 ■INISINI ■1 ■F. E.E. E.E.. .: .• ••., I All( UT CURB _� - � • _ PACE Or C URB .1.� LL 11P. 5/6" R 5" 60.15 � t / •• I BACK OF CUR '� p'-� BA CK OF CURB g o ]LAW END :: muuuulluuuunuuunuuuull •• , ; L MI m J WEEP HDLE — � o • • • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ® ��_ O STORM -� Q m A CU': INL D� RPIN 2 t,2• . „2- 11111111111111111111111111111111111111111 F A OPENING _ � SO. EDGE FIAT 5M •,° ` CE O DIM CONTRACTION • SECTION A -A ................ IBIBIBIBIBI■ GU �F JOINTS 3 R r x x J .' 1II 1.76I PLAN ' -D- �� + /r r6cMOLOm - a ExP F LL ANSION JOINT A FOR SID ORM IX A BOTTOM .ACE Dr WOO? SECTION A- A _J MI PLAN VIEW PLAN VIEW YARD TD NATO1 W OW CdOO.TE RISTALIID DI a� 1DC ACCORDANCE 111TH GUTTER • "MIN CURB INLET OPENING of PROF PLAN WAD r r FLOW LINE TOP -FACE OF CURB ` � I — 5 J/ 6" x 2 1/2' M BARS r: B P ltP OF S[5O31T ' • , \ _L _ _ �■ Top-FACE GU TICK � S.pI NEf,P'/ \ \I 53.060 J Alt 7/6" ON COWER = 1 t IK Ma B BM i _ • A • . .' ' , • _ 1 : " ��i .i .:.• Y 901TOM -FACE Or GUTTER OREGON I /IN / ■I�1 ■Irl I � � I ' I� I� NOMA� ' 1• r r U ^ BACK- BOTTOM OF CURB ~ 10 <{ IfljJ1ft II IIII.Iiit 11 IIIIII�IIIII � � Naas 4; ., i . 11 1111111111111 15 6ARB \ i I II IIIIIIIIIIIII $ 1e ' RawD •� !I rs 111 IIIIIIIIIIIII a H III IIIIIIIIIIIII �� .!• : P ERSPECTIVE vEW SHOWING L I1 11111111I11 1111111111!1 _, v � ,7 � FRONT VIEW DEPRESSED GUTTER AT CURB INLET r GIN. 111,11141 LININI■ 11101. SEE NOCK N OTES 214: 6 - - 11 - - - - SECTION A -A SECTION B - BM OETAL NOTES 1 ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL. ASTM A -36 STEEL, AND BE HOT - 2 1. GiO1 BASD1 EMI COBINCIEO M =MAW ml AS1N 0 -475. GALVANIZED AFTER FABRICATION. L M9TALL HIFP9 "in =MX FROM TOP O' [RATE TO MODE OF PE; O j ALL POURED IN PLACE CONCRETE SHALL HAVE A 2B DAY STRENGTH Or 3000 P S AND A SLUMP OF Z" i0 3/Y x Y RAF PLAN � -7 GREATER TNM 46 MI Poi DRAMA In 104 Er F78T STEP 1Y E?I01 ,;A - _ I *C/•0/0 6M5 CA04 END SEC I ION B —B SECTION A -A 10. OF OUR 3. PRECAST CURB INLET I5 PATTERNED AFTER WALT'S CONCRETE SPRINGFIELD, OR CONCRETE CURB INLET PAT NO MM 1 7/P 1 INSTALL S*RUCRAS ON NINI1UN 6' EF i'-0' mPA BASE 6A5ERAL 4000953 7 iA'.5'\ 1 ,5. TYPICAL BOTH DOS A f0AFORE*EMT FOR PRECAST Gi1 ld BA0N SNAIL E ROM ISEERNO MTN ula ems AW A-115 OR ME BO OA E1OED ESE SET IMO MIN A -467• • INSTALL STEPS WHEN DISTANCE FROM TOP OF LID TO E OF PIPE IS GREATER THAN •B' INCHES. SEE :ES \EC, 1 ..S' • D V MONO HOOK BAR 5. ALL POURED M0.AE MOEAU SHALL NM A BB DAY BlpppRN OF d® PAL STD DRAWING NO 100 SET FIR51 STEP t2" FROM TOP OF 1 GRATE AND NOTE: • nB' a A A SUMP OF r 10 4'. D c•.,,,, 1 ..-_ FRAME AND GRATE TO BE NEW STRUCTURAL AS1N1 A -38 FLAT A B STEEL OR APPROVED EQUAL DETAIL a CHANNEL IEOJAEO IN FLOE 11451004 N (0 01 M MIMED 58(RT, 51. ALL ODER 5. INSTALL STRUCTURE ON MINIMUM OF 8' Or 3/4' - 0' COMPACTED BASE MATERIAL C M _ R7CA16110 KOBE M IS' SIP mina 5 Ulm pm WE 0 7C,: I E I • .:.. L4 C.C.", G UTTER & CURB CURB INLET �.,, S• -ES 7 -I` rrercu ReciN 1 7F- fa ITTER R CIIRR INLET CATCH _Il __ ,._..-.--.- .. ORIFICE _ RIF E E N: _j" 0 \ p ORIFICE 1 ELEVATIOTION! 230 „ ' ° '_I 277 20 GENERAL NOTES ORIFICE 2 SI %" 4.: 12" 3034 VERTICAL s)11ossw J . + • 276.19 ORIFICE 1 ELEVATION 233 O �/ RISER STEM � 2' IN .. [ . - t) STFILTER BY CONTI. STORU W O xATER SOLUR5, P TLA.. OR (600) 546 -4667. SCARBOROUGH. ME (677) PL Y71TH p „• ' 907 -6676. E U .ac[, 0 1666) }•0 -337. ` - ORIFICE AS R ER CARTNDtt . O W [S) TO BE SPHON- ACTUATED •ND SELF -C LA. STANDARD DETAIL SNOBS MAAUM E -DEV. FLOW: NUMBER of 2 -YR EVENT PRO 0.84 e / A ORIFICE 3: 2.25 IE =275 40 ` • CARRRa4ES ACTUAL NUMBER REWIRED 70 BE SKOP@ CN Sill PLANS N OATH TABLE BEIOM 1 ORIFICE •�I '/�1/� SPECIFIED 1..� • � ' 3) PRECAST MANHOLE STRUCTURE To Et CONSTRUCTED IN ACCORDANCE NTH ASTU C•76 OVA, REFLECTS OM. 2 -YR DESIGN RELEASE RATE 0.84 1 / C C TENT ONLY ACTUAL o:IENSIOxs AND CONNGURAI. or STRUCTURE 6,1 B[ SHOW ON PRODUCTPRODUCT. SHOP DRAW. ii g A) STRUCTURE AND ACCESS COVERS TO M[1 AASHT0 H -20 LOAD RATING 10 - YR EVENT PRE -DEV. FLOW: 1,56 STRUCTURE ORIFICE 2 3.50" IE =274 20 ELBOW DETAIL J , 5) STOWfErzR RLOUAES 2.3 FEET W DROP ER. INLET TO OUTLET if LESS DROP IS AVAILABLE, CONTACT coNTcc. FILET R9M : - � �, STORM.ATER SMUT.. 1..ww ANGLE DEMUR INLET Aw OUTLET u. 70 - vR DESIGN RELEASE RATE: 1,55 DETEN ETO - V' �� „e1i1 IIIf D ) RTLEI PIN. TO BC SPECIFIED MONIER AND PROMEO CONTRACTOR PRECAST MANN= sTORMTai@ 25 -YR EVENT PRE -DEV. FLOW I I COIf.PP[0 N HO ND TH A DUAL MAME. PE OUTLET STUB A SAND COLLAR. OOH NCH DIAMETER OUTLET SECTION MAY BE Q ... _ , � .. -ri .. SEPARATED faro OUTLET STUD AT MOLDED -N CUT LuiE to ACCOMMODATE A T2 Na OUTLET PPE. CONNECTION tO 25 -YR DESIGN RELEASE RATE: 1.85 92 12" 034 O /y / /� J � ( DoNrsTR[AM PPINC TO BE u•DE usNC A fl[xIa( cowlum OR ECCENTRIC REDUCER. REDUCER. As PEO✓a[D muRLac BY IPE ,� ' , 36" CMP / . ` Y(a ERNCO OR CORAL AND PROVAED BY CONTRACTOR B IE O2W) = 271 19 MIN E) = 271.79 ! _ I p DET EPE ow ra PCR:uc rza ar THE N ALL STORUHRTERS REW.RC Kan@ MANTENANCE REF@ t0 OPERATION AND RANTENANCE CMa.@ f0R ROIL[ STAGES Z r n � C FORMATION ) v 2 YEAR STORM: 189.95 36" MIN INSTALL MANHOLE STEP P RECAST MANf1OLE - 10 YEAR ST 190.87 i' ORIFICE 1: 2.75" IE= 269.16 0 PER CV'S STD DETAIL Q 0 MANHOLE STORMFILTER - PLAN VIEW O STORMFILTER DATA 25 YEAR STORM: 192. i0' ' PLAN VIEW - :6116 = . , r T 0 W WAU1V Flow RATE Ids) / Q �A•� C rCAA FLOW MIN. OrI .H SECTION A -A rnaw rte:waFRAA nCN7r,.N1 - - �� 75 '-Y NOTE FLOW CONTROL MANHOLE - ORIFICE LOCATION TEE RISER 2 ~ , � • cc MEDIA . MM. MI ,. CONTRACTOR TO SUBMIT SHOP DRAWINGS ON 60" DIAMETER _- DETENTION FACILITY 14 - DAYS PRIOR TO CONSTRUCTION. L •;‘-: - e • PWC DATA. N S.I 1. AV m6FWTAUQt MAYE a LAMB N O • • MLLE Rrte02 Yu ALL PIPE CONNECTIONS TO MEET OR EXCEED CITY OF TIG'ATtU TO SCALE NOTES FOR ORIFICE LOCATION TEE RISER: 0 Dunn STUD A.A. r• , LTV r�s CONSTRUCTION SPECIFICATIONS 1 RISER STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE VA CWS AND BEAVERTON • slownme •. ' - tllIENERM -- ^ I.rtOTAT. DAL.. PAOTH nel MANHOLE STORMFILTER ^ TOP VIEW O a � SO L ' CONSTRUCTION STANDARDS AND CWS STANDARD DETAIL 515 (n 9 0 crt 2 OUTLET SHALL BE CONNECTED TO RESTRICTOR PIPE WITH A FLEXIBLE COUPLING. o 2 _ M°rA:x°ALI¢auRtMn'o' "rt °IUUrtA"°"Rn` 60" CONTROL STRUCTURE 60" ANHOLE CZ �� -" - � , w M 3 THE VERTICAL RISER STEM OF THE RESTRICTOR SEPRATOR SHALL BE THE SAME DIAMETER LO JIIM1 _ ` T WITH ORIFICES AS THE HORIZONTAL OUTLET PIPE, WITH A 12" MINIMUM DIAMETER. - 160•- -}- -v Q 1 ; ,ii , '� (SEE ORIFICE DETAIL THIS SHEET) REINFORCED END CAPS OF 4 FRAME AND STEPS ARE TO BE OFFSET 50 THAT: A CLEAN OUT CA 7E IS VISIBLE FROM TOP Q .v E- 12 � I `I ' L II II1IIr 1 �l 4" VENT PIPE DETENTION PIPE (TYP.) \ B CLIMB -DOWN SPACE IS CLEAR OF RISER AND GATE. Z Q �T�LY� 111111 TOP OF PIPE ELEV =276.79 C FRAME IS CLEAR OF CURB (IF ANY EXISTS) Q < � �� I �1 , >N ,. I ,er .. ^ % /i 5 MULTI- ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER i0 I �= �� V e 4" vENT PIPE . ASSURE LADDER CLEARANCE SIZE OF ELBOWS AND PLACEMENT TO BE CLEARLY LABELED �� :` ` ' ^H �:L . �Y � 50 % 50. 00 LF II ASSURE U AN _� 1d+ ""-'" / - ON THESE PLANS MANHOLE STORMFILTER - SECTION VIEW ; °i' °" ° �Lw / PIPE TYPE 12 GAUGE 6 RESTRICTOR PLATE 126TH ORIFICE AS SPECIFIED ON THESE PLANS, SPECIFIED OPENING TO BE t P • f y[4omrt ALUMINUM COATED CMP CUT ROUND AND SMOOTH. ° V3 ram, 6.229.629. 6.229.629. o MANHOLE STORMFILTER - OUTLET DETAIL P. 61m. M.N. OM 6.62711. .- 2 a " , CLASS 308 REQUIRED LIFT HANDLE EITHER SOLID OR TUBING WITH ADJUSTABLE HOOK AS / 7. CLEANOUT /SHEAR GATE. ALUMINUM ALLOY PER 8- 26- 26 -32E OR CAST IRON ASTM A48 O LeAmm A 2.0 LF U A cmaeasamom.N,mA. Baw.IO O2mmlam161.6.s.BAa,ew �•ePL LF 36 CMP REQUIRED. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND C 644E w wu f3 56d BOTTOM OF PIPE 5 =09 J N �Q 1!CH P RECAST 72' MANHOLE STORMFILTER d3 CS! PRECAST 72' MANHOLE STORMFILTER '�-` 6" M P GATE FLANGE. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT U ^ � o MANHOLE X ELEV�7H9 0 z i i PLAN AND SECTION VIEWS 1 TOP AND SECTION VIEWS, NOTES AND DATA 2 ,' MANHOLEX FLANGE MOUNTING BOLTS SHALL BE 3/4 DIA STAINLESS STEEL, INSTALLED THROUGH PIPE O. n A� STANDARD DETAIL A� . m STANDARD DETAIL CLAMP AND DRILLED AND GROUTED INTO SIDE OF MANHOLE O IJ,J °O S OLUTIONS_ ,, SOLUTIONS -7 tt m .P�RP.e...,e.., TMTLe.NKP I�••a I'"NMC....e,xon Imm. Iam®AAO �.= N..e..�. DURK,.lru^ -R IFIAPPA- T,41m4n IvMH - 1...... 8 GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP I- Q - ° TABS, OR SOME OTHER DEVICE. n • U ` Q 0 vi •' N WATER QUALITY MANHOLE - 72" C.D DETENTION TANK 3 FLOW CONTROL STRUCTURE 4 r ~ • SCALE: N.T.S. SCALE: N.T.S. • SCALE: N.T.S. N OTES PRE -CAST 3/4" CONICAL PRE -CAST 3/4" CONICAL , ALL STEPS SHALL CONFORM ID NOTES HOLES (2) SANITARY HOLES (18) STORM m c • _ _ = M A HO S OF BST 1 G-478 C CONFORM 10 MANHOLE SECTIONS SHALL C OVER ONLY L T ol- ORR COCA / L[aC M O AI LEAST AR COVER ONLY 3 •r I2' N NoTN s_` _ _ 1 MANHOLE STEPS MUST 0E TIGHT ANO CONFORM TO ME REO U IR EMEN TS OF A ST M F O+ - ` FIR MLY EMBEDDED C -476 AND APPLICABLE PROVISIONS OF Yk o J N B[ M[u } ALL S N THIN A M SHA L STANDARD DRAWING 6 ! I I .NaxwTS : :: E DY HE TEPS ME Df4GN, TYPE AND NO 010 i1 i gi , : n • • 1 -1 4' ZE (XINOF UNMATCHED STEPS O I I, � f'1 )_)/B f4 • NOF ERTED). O N n 1 II • f i f i I I G O O � � ' _ � ' i E S O G G fi 1 w �jJ I � .•Q • . ENCAPSULATED - Y TEP S1Axp•a AND MAR ' xc oR RAT[i rR•u[ Arm RST ' o�no-sroOR+ } /4 i ' I S ;/ F I 6 PRECAST MANHOLE SECT:,. SNAIL CwrORU TO M[ /� eROUt �� ,•� /(/ L RE ENTS Or ASTU C OR pl' rl •j �' .r •: • • O 0 } -' wMR[D IN PLACE CONCRETE HAN[ A :e DA. T a 1 . 0 tr PVC i o SIRENS,. or 5000 PSI, AND SLOP O 2 TO 61 `MADE RN es v _ �; • • RIPE F L \ \ \\ SLO P I E O R COPOLYMER POLYPROPYLENE PLASC /' �.:6 , I }" ' ^Ll}10 �1 SET Ix Nw -MORN( �J - E CwN[CTIDns TO MANOL[ SHAD B[ N•r[RTN2.T GROUT SANDED VI IIIIIIIaG� SANDED PIP 6 PIE CONN[COONS OF N OR CREATED SHALL REOUa[ A 1/2• GRADE 60 REINFORCEMENT / BELL FITTING 00. AuHWE AND CHANNEL DETAIL e � �(CQxinS � „ - SANITARY Y S TORM 6 PIE CONNECRONS OF MR OR 4 0 MNNIMS SHAH R' car �� REWIRE A MANHOLE CONNECT. ..0 CHANNEL OCTAL � STD OR• � X13" a PVC SANDED BELL P IPE 1 24 - ]/4 • I R �0 PROF( 7 PROM w e 6 NI.D0 (IHW9NPBF0) 3 FOR _ - J_ •NHOLf A •ALL BUM. PPE BREAKOUTS AS MEASURED MANHOLE STEPS SEE OD ` p' M( NODE FACE O 714 u•N71WE NxS NO e BREAKOUT Of MALL FOR PP[ SHAH BE }' MNNw A. --- uANHWE 1 •rj 6 - MIN %/7 i. .2 .! /// % / /:iii� .//WY / a...TW . .-:-...s". 53060 f G w CLEAR a PIPE WALL I i SE[TIDV PLASTIC SAFETY STEP Sp /_� - A - / E E , • MS DETAIL UNITED o MAxAryM HTERKL DRCR O 2•' _ l (VAR BLE ' - Il�) 1 I B -- B-S /B• . • •• • i SA TA T COMLEC11O, AND •6' FOR STORM s I • .• ' A' • e' D //� TOR �o N,rzatIONr / TAPPER PROOF wNIKx[ FRAME AND COVER `•I 1..• . p • ♦� q $} p b ee 4 • • • � e V J OREGON SHALL BE USED N All ROOF LT L Arm M W AN AREAS u 6l •.a }� • • P. • � y � ,,p g 5 $ z } •O • • • •y 6)6 47 i F 23 - 1 1 N O VI . ! `. S' rNM.IM , t • KOR N BANO • • O •P A� M_ -d. I(y�LI 1 t i ■■ � STAINLESS INTERNAL . • 0 • • • IOOKyt 7 m Z S C ii E • O 1 � •J p6 3 / A - GALVAN12(0 BAR -� STEEL BAND i � v NON - SHRINKING GROUT CONSTRUCT CHANNEL / w E %P 12/31 /D7 _1 - -- FOR CONCRETE PIPE AND SHELF IN FIELD 7' 1 "l MATERIALS: .. >t,, �• �� • • INTERCEPT � j // GALVANIZED ;• t7 PIPE % 3 • .A : __ C ( a[ T A) GALVANIZED DEFORMED 061 61 6 ONG BAR / \ nT ROPE Tw } uN. FROM toP E6 (3/1' DI REINFORCING BAR CI NEORMAX NM A51M A -615 GRADE AO "• 12 MINI OF 3/4' -O' j % �./ _ W TO ••)r, •;a: COMPACTED BASE R 3 /MM EN15M 0.1 D TO 'l OLE SEcT:WF GALYANIZEO CONFOi[M:NG WtM ASTM 6-723 O DH M[RncAL .0.1 Dr PP[ FLEXIBLE 24 _ _ - - _ • �J P1A571C 00N5(010R I<a�I� �`A MUST CONFORM 001(06 NTH AVM C -478 !t' _ _ _ __ � • � , II � STEEL REWFORCUG BAR MNRW 1 GRADE 60 �'' NOIEs MEETING RE M LD CF OLY A615 ENCAPSULATED I(O( $FA1 BQQT 11126 N 0641 ( MOLDED COPOLYMER POLYPROPYLENE --.4 Z • A116 SERRATED SURFACES 1 SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS BA SE INinT[N.L O 5 /• •-O •cWV ^GTE• •' ....,..:•••1•: •FC i y . •'<f�• -YH. 2 COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A -A6 CLASS 30 0 4' FOR GALVANI2ED �AlM,.�P Tq : K " ' . - :, ; STEP 3 COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND =A I /'U /:ri •; A•• -. 4 NOTCH LID FOR LIFTING HOOK _3.::,. ' M U .;ESG.i 1 _Si STANDARD MANHOLE Services CleanWater MANHOLE STEP PRECAST Servic MANHOLE BASE CONCRETE C1eanW�r Services MANHOLE FRAME STANDARD CleanWi�er Services j °I" -EC. R 1 "' ' A GD- aeanW �r es . -_I__ L__ S•ILET ' - VALVE BOX AND COVER m 2a• MAX - JIllt WALK. HL JHLtNI IU LUK75 •LL m.. DIPRIp KrLO •NPPOVVICE CO - 5' L•LASS A t CLASS C VITH 'W' CAST IN THE W RETAINER GLAND BACV DE CO TERIAL S NP ME NATNE MATERIAL /GP SURFACE _ VALVE RISER MATERIAL AS O "' COMPLETE VOA rLG. c SPECIFIED PAVEMENT SIDEWALK 1cC ,arc I , SEE NOTE ] F LANGE COUPLING ADAPTOR 1 1 ' ` =- 18" MIN 1 3" MIN _ _ _ (_ CC • d/ 6' MAX BREAK FLANGE FLOW R B.tl�l■�Il�l: �i�lr� /��ilr� /�1Cn I ��IIIII •! f T �e �� 'JIG \I�IIIER�IIIer'I 1 C HAND TAMP RACKFIL I. AROUND TOP SECTION 4• MIN - - ', dze .•' _ yy • PIPE ZONE " 6 c7 Q ll AI R 4�- D 6' TYPE PSM SDR 35 PVC, D3034 ( . GRN CU rT OCK MIN POCKET 1 11 1 O»a RCON .cR LOCAL rRE t O - •. I vasN.LL PIPE SPACER p {i " �-6• DUCTILE IRON PIPE ■ LADDER �MCTING OSw -- _� PIP 6 -f LENGTH AS NECESSARY _ LI IB�■I Lt, zi[ DETAIL T 3D0 •xD -- OPERATOR EXTENSION nL 2a' MIN v, � • it ;• ` PLAN ALTERNA DC LOCATION PAVEMENT _ Q 0 al- - 3 M !N - 6 MAX E35nxc Talu EDGES To C - 6 ' I . PAVEMENT R SOUND PAVEMENT 11 MEGALUG RETAINER (SEE DETAIL No 5> J 1 I F- = GLAND (EBAA IRON) R •Ix 0 LIAI OR 6 6' GATE VALVE • S T OW 1 D RAI N f- -_ 4 N W CONCRETE PIER l x NJ fRNwD LINE M:N ;' BLOCK F n v 6' FLG TEE -1- � ! ` --- - - - - - --- CLASS "D" C _ SCE NOTE No 1 I �� COMPACTED GRANULAR L t_ = TH RUST BLOCK 1 � 3" MIN '�1 BACKPILL AS SPECIFIED M ll. �� jI SIDE \CK WITH PLANTER " MI ISCA•TIM BALL WANT 1 1 �II�� - 6` „ � " O 24• MA% \ \ I I Iw IM [K[A v4v[ PIPE ZON Ill 1/ nom 5 0 NOTES ,-SIDEWALK + r 6 MIN BREAK FLANGE B =�4�nll +j'��p� lif lP` iii�ll� ZSCREEN RDDENT f � L- LC ' M % I� cwcanE BULL _ < 1 VALVE BOX NOT TO REST I _ SEE NOTE : �l ON OPERATING ASSEMBLY I • f 't�! 72" IN IN. - _ Q 1 2 OPERATOR E %TENSION DD•w m D•.uGNT OP 12" CLASS ED O 2 �.<P . wiDC In wRSCVwcR COMPACTED A GRANULAR Z REQUIRED WHEN VALVE NUT � • sl•I cm STEEL SOP P ro BACKPILL AS SPECIFIED Q ~I 4 FT (REF) �- • ELEVATION ; SEE DETAIL i'D AND IzD roR FOR THE TOP 12 NACRES IS DEEPER THAN 3 FEET FROM FINISHED GRADE Y vJ Q V UTILITY UTILITY L t J- 3. CENTER VALVE BOX ON BILCO NOTES: • AXIS OF DOER NUT NOTES' SIZE VAULT VAULT DOOR • 6 w1TH FDC • W/0 F ➢C CONTRACTOR 70 SEAL ALL OPENINGS IN VAULT ',TN PIPE ZONE 4 PROVIDE 24' SQUARE BY 4• THICK 1 EDT? CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE 3 577 -WA 577 -WA J -5AL I NON SHRM GROUT ® g ° o J , o IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS 2 CONTRACTOR 10 INSTALL COGRCTE BALLAST 3 CM O CONCRETE PAD AROUND VALVE 4 577 - wA 577 - wA J -SAL l0S KIN AROMD BASE Or VAULT WHERE FLOODING 2 PROVIDE A 3 F7 CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT OR AMP GROUND vTEC [MST a' n E / BO% OUTSIDE OF PAVED AREAS 6 676 -WA 676 -WA J-SAL 3 cCLL.414C BCRVCEN vALL AND DEVICE R• .m 1 -TS = V G ,•) 5 VALVE BOX COVER SHALL BE A 3 PL ACEnEN1 OF CONC AROUND FH IS PROHIBITED 8 687 -WA 687 -WA JD -3Al • TAR BLOC.. I' 1NICFKS566° -vA vuLI I J N N o 10 MINIMUM or 254 ' IN LENGTH 5106 -LA 5106 - !D -3AL , n[i[c1oR Ncr[R ICI READ IN CUBIC FEET 0 11:5:'‘-o:. 2 o °o ♦ ♦ ♦ / 7, ♦ / \ / • •00 EDU.L• APPROVED fl DISTRICT ENGINEER ♦ ♦ / ♦ ♦ / TYPICAL GATE VALVE DETAIL No _ FIRE HYDRANT I DETAIL No v DOUBLE CHECK DETAIL No TRENCH BACK DETAIL No I I- o m _. j � Tualatin Valley Water District �, SETTING DETAIL ■ J � "` TualatinValleyWaterDistrict „ STANDARD INSTALLATION 101 , Tualatin Valley Water District ) DETECTOR ASSEMBLY BF aoa � �TualatinValleyftaterDistricl ,� ABOVE THE PiPE ZONE J` 10 / Q 0 0 REV 1/31/02 Q b N rz j -- , 1 (HORIZONTAL) VOLUME OF THRUST BLOCK ° • :O• y 0 STANDARD VALVE BOX P' 12 S DERAIL NO 3 BEARING AREA OF THRUST BLOCKS IN SO FT IN Cu YDS (VERTICAL) 7 ' - 0' I r - 8' PUE _ - I S m FITTING TEE 90' BEND 45' 22 1/2' 11 1/4' FITTING BEND ANGLE ' " ?r� t0, 4 ^' } SIZE BEND BEND BEND SIZE 45' 225 1125' .Q1 3' -0" 6' -0" I LOT TO BE Oil. II - 1 FACE OF CUR 4 6 1.3 2.8 LB 4.0 1.0 2.2 10 1.1 l 1.0 1.0 4 11 0.4 0.2 3 SERVED o , u • ti 6 2.7 1.0 0.4 k,_, w _ n ° a 8 5 7.1 3 20 1.0 8 4.0 1.5 0.6 v) 1 ^ FINISHED GRADE B \ \ \ Z '_ 1 •! ` c ° 4" MAX \ 12 113 160 8.7 4.4 2 12 8.5 32 1.3 - - - - -- - - -- Ls m 4_,..,k t2` I \ I6 20.1 28.4 15.4 7.8 3.9 I6 1 14.8 56 23 u 2-0 ;' 0 0 RETAINER GLANDS -- �_- - �_- PROPERTY LINE 7, a I ; (2) REWIRED i f _- L 2 L 2 20 31.1 444 24.0 12.3 6.2 rM - o R � m - -- - -- - -- r 24 45 2 64.0 34.6 17.7 8.9 'A. u = - iii MIN -_ '8" r .-- ‘ -- I STANDARD COLLAR �2' BRASS PLUG m 0 ; HANG TIGHT VALUES PR 200 PSI T HRUS1 BLOCK ,T�� O OFFSET LATH 1 9 2' I RON B O Dr GATE 2• ADAPTER COPPER 003 PRESSURE URE 00 AND 2000 1.0 ON PROPERTY 9 o p (SEE DETAIL 200) SOIL BEARING CAPACIT• PROPERTY LIN AND LO7 VALVE WITH 2• • SWEAT TO FIAT = SEE NOTE No 1 ____I O OPERATING NUT 2 TYPE K RIGID I` NUMBERS MARK IN WHITE NOTES . I PAINT ON FACE OF CURB OU Mr 18" MIN 2' 1' -0' BRASS -� I SEE DETAIL 101 FOR VALVE AND CONNECTION. COPPER TUBING (TYP) `B. 24' MAX 2 PROVIDE A 3 F7 CLEAR SPACE AROUND NIPPLE -D- \ PLAN PRO!( CIRCUMFERENCE OF FIRE HYDRANT 0 1 / INS fr /�Iy 1 0 0 3 PLACEMENT OF CONC AROUND FH IS PROHIBITED A I�Il I I I *II - I J,0604 a iim ii 18 \ S' ELL COPPER CO 3 REGOp N -- ,.I MIN BREAK FLANGE \ _ \ SLIP v � � 11 6' MAX BEND TEE VERTICAL BEND .{ Z S oorr E t v _ ' I ADAPTER COPPER SIZE SIZE nBEDnENi c W E %P 12/31/07 SWEAT TO Mier 4' -12' a6 3D' L USE TY TON JOINT 50208010 PIER i 14' -16' 88 36' CUSTOMER SIDE _ ,p :_ •FIELD LOK' GASKETS BLOCK `�. GRAIN ROCK POCKET ON A DJACENT PIPE JOINTS __ r l �4 Cu FT MIN SEE TABLE 2' LAPPED ��il � IM--0 �•/ - _ _ - 'PITON JOINT PLUG OR �I ELE DUCTILE $180N PIPE t2` 8,1 CAP WITH MEGALUG r RE - - - _ - RETAINER GLAND NOTES FITTING ROD NOTES: * COVER 2O` PIPE SIZE NO OF PIPE RESTRAINED U THRUST BLOCKING AT ALL 1000, BENDS F AND ' � �� - _ ENDS 0r PIPING 1 A 6 FT OFFSET AT LATH 01 1 1 1 -• 4' 3 (54') 2) CONCRETE BLOCKING TO BE POURED 8003803 PUBLIC C UTILITY EASEMENT Z - " �'�. . 1 NOTES. UNDISTURBED EARTH e , 6' 3 <Sa•) STRADDLE BLOCK I BACKPILL WILL BE COMPACTED 907, 3) ALL CONCRETE TO BE CLASS 3000 _ ■ • 1 2' 3/4• GRAVEL, WITH MIN 36' COVE' SEE DETAIL NO 200 0) INSTALL 12 MIL TOTAL THICKNESS POLYEIHENE SHEI . METER _ JA 1 'L /'C /�^ S Ie ' 8 ' 3 (S4') 2 THREADED BRASS PIPING MAY BE AROUND FITTING SECURE SHEET ENDS TO PREVENT ' NER 12' 4 (72') • MEGALUG REi lII USED IN PLACE OF COPPER TUBING 0 0 3 1306 8830 00 DIRT B ETWEEN SHEET AND PIPE CURB STOP Dr ' FNN FITTIN PR IO R TO POURING THRUST BLOCKING \ - U :c r GLAND 10840 IRO ) 3. PROVIDE 24' SQUARE BY 4' THICK 5) PROTECT MECHANICAL JOINT 0OLLOVERS AND BOLTS TYPE "K' SOFT 16' 5 (90') CONC. AROUND VALVE BOX OUTSIDE FROM CONCRETE WITH 108PO4RY 008045 AND COPPER TUBING CC 06T. ` =K` CONCRETE PIER PAVED AREAS 80LYE1HENE SHEETING SEE NOTE No 3 o 1 .. . BLOCK L L - - - .. - - -... .. . , ., • I I ` , • 1 _ ,M ° re i ? I 1 I_ _ t – – – ��.� �- -..• .. • o ��•. ♦ Oo 0001 O ♦ I ' Cr CC �aJOo •tV.:: °•'�'� f ' ate• P 1 0 t ` 6: .©. l °0 3QQ . . \ � - _.' } . :., 32: ��'� I 1 0 0 0' 0 0 1 af' -If :� k � Ta 1 -- f d � W t C� f 3 s + � � + c �a ; Q c ,� f 4:: c f c '. c II ■ �� I ® 1 r .Ce c { ' -7 e F rC ,..4— � F 1 3 G+�' > ` t.' . G E , t • . C ° .e e n c. a CC z y . . I a . 4J�- :- IBM n.•M 4 1 • •~r ' - � ,' t I a f m 1 V P ,. ■ ■� r r 1 • , 4 • ns�.•n�A . f A . . � _ � A � 4 �` ^ f1 `l ! ! ! e � fi C® 'c .r G' C' R :.0 11 ,, .4...,,...011 A I T r,.;: ::::::74:4,07h,"----1':::: , ;a 4 Z c I��S 1. _ . ., : / 14 °�; - P :' i . t II — — ■ s � ii ' 1 Q o N \ \♦� - _ r - .' . - 0 ' c r .. - 4 1 � 1 F P • ,, , " 1:11:71ili NI r `^ ''-',...1 E ■l W O • mr .:" . Q � 0:4 ','...,-• I .� I . Ct 6-0;0.. " C5a ! (�j it ■�I :• a '3 _ - . = r S l ' : Y Q H c • CD 1.1";''''''' \:;::":;:i':.:;' "..: ''''''''' ' ilitti ''''''''' " '4: ''''''''''' 1 11114;:;.f:: ila - - ffisousiusessoloseatilliiiiii. I 3 ,..,.%., . I M ■ u W Q G� 3t 1f..; I � ,I I ■A J a U I ° � 's - -- , ' ti 4 _ ; jjr PROPOSED BUILDING 1 i I ' G , 9.ti 1 „Pm am N N 1 00 1 , .� ♦� .-�� n��ar,n rw,, �•;- �.. - ,.♦��r - - - _ i IIfr?)" ,. - 1I \ J 1 — . TTY T- c LTT , r T+ _:r:r:.. _ J -, _ _ _eli ga • ..�• >_ °G ■� Q _ i _ ,, ''" _ : -ER• . /�i '::.-1-.*:.:.:,:' •o o :141 ,13.1. o. / � .. � u � s r / A___ / u■■ / o • • /� •� ► �E ;.��li. . t � 'iiii�is>ri�►dcailiii�i' ■sass � v, � ■s ■■ ss uosssu n� / . c. �:•::•:•::•:: •::% /�� /r.�i i� %s i :�:: �:a�i;t� ci�rii.,t, i' �1e.�il�s■i ' - i�tii'ilae� ■r s�'rlt■sild�os ■ s[�srassl�i�oii r ■ o■rasa�iaiis'eita■c. ■imusIgn A N�i°�ai��r l r ®{ i�nii r { � ®, _rY ■� ��rr,�® �s�aa�r nr■° ®� — - - - - - - - - - - oelssa►.or+u�s ■ ■s�.�lr�rasc� �® �em�P• ' — . k . . . . , . ,.. , . • . • .., . t. __._. .__, — — — — • S.W: DARTMOUT STREET w U ¢ $ ..... _____ _ _ ____ _ _ ____ _ _ _ _ ___. _ _ ____ _ _ ______ _ _ _ _ _ _ _ _ _ _ ____, _ _ — — -- — __--.. - - -- - - - - — - - — - - ---- - - — ... - 7 ___.-- ___ _ __ __ __ _ ___• _ , z ....... __.__ __ • _ __ _ __. ._ .__• ___ .__ STREET TREE LEGEND SHRUBS LEGEND GROUND COVER LEGEND ♦ 5 ��, 53060 G> I 53.0:1 LEGEND 1 SYMBOL CITY. SIZE SCIENTIFIC NAMES COMMON NAMES CONDITION SYMBOL OTY. SIZE SCIENTIFIC NAMES COMMON NAMES SYMBOL OTY. SIZE SCIENTIFIC NAMES COMMON NAMES — - - _ OREGON EXISTING BOUNDARY LINE — - _ v Yt rla • 13 7' -B' HT Pseudotsugo menziesii Douglas Fir B&B ® 48 5 gal. Abelio grandi0ora 'Prostrota' Abelio 2 gal. lawn Lawn EXISTING CENTER LINE Z rT ® Q 8 1 gal. Euon ymus japonica 'Microphy/lo Boxleof Euonymue EXISTING RIGHT OF WAY LINE — - W EXP. 12/31/07 15 2 CAL. Cercis canadeneis 'Forest Pansy' Red Bud B&B •'' • • 40 2 gal. Euonymus forlunei 'Emerald Gaiety Wintarcreepar Euonymus ® 6 3 CAL. Acer buergeranum Trident Maple B&B O 9 5 901. Viburnum pli[alum var. • MariesiF Viburnum V �� 52 2 gal. Trochelospermun asiaticum Asoin Jasmine EXISTING TREE REMAINING / 1 DAIS 1 BY Q 67 5 gol. Ceanolhua impressus 'Victoria' Ceomothus r , I I 2 - m CAL. Acer rubru Scanlon Red Maple 8&B G 23 5 al. 9 Osmanlhue heterophytlus • Goahiki Holly Leaf Osmanthus �� \ \� 40 2 gol. Fragario ehiloensis Coast Strawberry lJ _�,lJ 3 yp44t I 1 w 0 12 3 CAL. Nyssa syltico Black Tupelo B&B 54 2 gal. No ndino domeatieo Heavenly Bomboo 1 8 40 2 gal. Arclostophytos uw -ursi • Vanc. Jade' Kinnickinnick 0 I 19 J CAL. Fraxinus axyeorpa 'Raywood' Raywood Ash B&B ® 26 2 gal. Hydrangeas aP• Hydrangeas 0 1 I I 0 35 ■ gal. Cypressias Sempervireos Cypress Z 1 I 2 2 CAL. Cronus k0u60 Dogwood B&B ® 32 0 gol. Iris pseudacorus L. Paleyellaw I ris O SCALE: 1 - =20 DATE 110/I0/06 ® 23 1 gal. Londula 8 intermedio Lavender w 5 5' -6' HT Lageratroemio indica 'Pecos' Crape Myrtle B&B 20 10 0 20 r ORATM I JSE ® 20 2 gol. Cronus sericea - Allem°n's Compact' Red Twig Dogwood U DESIfX1ED I JSE J CHECKED I EKE Cr PROJECT 1 1 MGAOS -006 I — y�T 11511 rn LANDSCAPE PLAN • PLANT ALL TREES W/ ' TOP OF ROOTBALL 1" NOTES • ABOVE FINISH GRADE - 1. THE CONTRACTOR SHALL INSTALL PLANT MATERIALS USING TOPSOIL. WHICH LEGEND LLI / CONSISTS OF ONE PART COMPOST AND TWO PARTS SANDY LOAM. AS INDICATED fI ` STAKE W/ ON THE Derals. _ - - / 2 "X2 "X8' D.F. STAKES EXISTING BOUNDARY LINE I 2. ALL PLANTING AREAS SHALL RECEIVE A MINIMUM OF TWO INCHES OF MEDIUM. CC D op' ��> / 2' -6" MIN. BELOW GRADE FINE AND NON -TOXIC BARK MULCH. EXISTING CENTER LINE — - - — CI 3 FERTILIZER SHAH BE STANDARD APPROVED BRAND. DELIVERED IN ORIGINAL CONTAINERS DRY AND FREE FLOWING EXISTING RIGHT OF WAY LINE — - - D \ 0 /� CUT TOP OF STAKE BELOW WING BEARING GUARANTEED ANALYSIS OF THE ,00 MANUFACTURER. M ANUFACTURER. THE ORGANIC BASE SHALL BE 16- 16 -16. p/ Q 1 0 0 CANOPY EXISTING TREE REMAINING Q 0V Op , p 4. COMPACT PREPARED SOIL MIX AND FLOAT LANDSCAPE AREAS TO PERIMETER 0 t€ , / p I / 0 ' CHAIN LOCK' TYPE GUY ELEVATIONS REPRESENTED BY CURBS AND WALKS. Z (/(/ OR 2 STRAND 14 GA. Q p /1 Q Q pp GALV. WIRE W/ HOSE 5. TOPSOIL SHALL BE FREE OF NOXIOUS WEEDS AND WEED SEEDS. CONTRACTOR 1 W , • Q / SHALL GUARANTEE THAT WEEDS HAVE BEEN REMOVED PRIOR TO INSTALLATION. // Q QO Q � / ' /1 OR APP ROVED EQUAL PROPOSED TREES p 0 (� / F 6. ALL PLANTS SELECTED SHALL BE CONSISTENT WITH CURRENT AMERICAN W I� 1 NURSERYMEN'S STANDARDS. ANY PLANTS THAT ARE DISEASED. DEFORMED. ROOT 0 1 /� , ' QpV REMOVE ALL WIRE BASKETS BOUND. POORLY SHAPED AND DEFICIENT OF HEALTHY CHARACTERISTICS SHALL CL 0 CUT & LOOSEN BURLAP NOT BE ACCEPTED. Q C 6" 1 7. ALL PLANT MATERIAL SMALL BE WARRANTED FOR A PERIOD OF ONE YEAR AND 0 p ! ' 3" OF MEDIUM GRADE BARK SHALL BE IN A HEALTHY CONDITION AT THAT TIME. ALL PLANTS DEAD OR Cn 0 AS SPECIFIED EXHIBII�E CHARACTERISTICS SHALL BE REPLACED AT NO CHARGE TO • C 1/2 " Z 0 8. ADJUST PLANTINGS AS NECESSARY TO KEEP SHRUBS AWAY FROM DOORS AND 36" DIAMETER MULCH RING WINDOWS TREE FOR TREES IN LAWN TI HEIGHT 9. VERIFY LOCATION OF ALL UTILITIES IN FIELD PRIOR TO COMMENCEMENT OF WORK. 10. NOTIFY LANDSCAPE ARCHITECT OF ANY AND ALL DESCREPANCIES IN EXISTING SCALE: 1 FINISH ...i CONDITIONS OR THAT DIFFER FROM PLAN 20 10 0 20 0 ~ GRADE � _ 11. CONTRACTOR TO PROVIDE PLANT QUANTITIES. S. O r iii -iii 1I -11=_ 0_ 0 v H 1 ar4fj -III — STREET TREE LEGEND I ■ T \ I 1 1/2 VI �� I III 11 3 -WAY ■ BACKFILL MIX EQUAL S YMBOL QTY. SZE SCIENTIFIC NAMES COMMON NAMES CONDITION STREET �: - 1 PARTS TOPSOIL, ROTTED 8 3 CAL. Aca a "" a aavm r.iee "t Mool• B &B Tares AvE. -° ROOTBALL II. II MANURE &LEAF MULCH ® 9 \U I V ',2' DEPTH __ ' 'II < ; --- _ -, , I I= BREAK UP SUB-SOIL CONDITIONS n f L __ — . — —, r -LL :: MI N. 4" AND CROWN FOR - h::�� 0� � W o � , II -I1 III = III - III - II I - - DRAINAGE 1 A " I CC ° DARTMOUTH — STREET TREE LEGEND � I a � ; P a 1 1 SYMBOL QTY. 512E SCIENTIFIC NAMES COMMON NAMES CON0I TION STREET I I !� I 0 • 2X ROOTBALL (�CY7�1 � i ( V n • WIDTH t. 1 / It 3 CAL. Nysso eylvotica Block Tupelo B &B DARTMOUTH ; - - _ Deciduous Tree Planting Detail „.q■ I <►�m 1 a �■� , tR ■11 1 CO il s I GROUND COVER LEGEND -_ , I N IC E � , . ■U I ■u D Y s � a_ \ , _ 4 � C/) ° 1 SYMBOL QTY. SIZE SCIENTIFIC NAMES COMMON NAMES 1..111�11111a�; .,., 1 Mil is i[ g I l�a ` ■ � CC R� ( G � 1 I L W U ° S C Ng Z h �R I I , l'al , Q W >< o 1 1� 1. I- - 0 EMS/ I g 1111111 ■■II Z ►sGil �� AMER N \ \ 0 �s3 PRazo a■ , �. 3 s, aeo �, I 1 . : rrt -: 7". . = . i T:• : a,= ... ric . _ • FT 1 ti� _ - - - - - �1 1s •' lam i. .' % i L V i: :' /.•J . � • : L_ 1 - J • .. _ =ate r.�i_ - -• t•. 'L --J\ ■f : ■ ■ ■\ oneeoN ' �. � �'• 'ice � ��! • ',i,47:= as H , '4.4 - - - - - - - - - - - - ■ iii � illOi/ ii7 Dii 11fiL+ ii Liiiii® �ii�i .kliliiii/iii�lliltiiiriia►I iiRSn/ iiuiNilQivliial�oilnrrli0�iiii :�iiiT■i�iiml� •`r�i�iuu W E. 12/31/07 eui►� �1� /�iir ► \ ®VpYUi6i��1� Uiiiiiiiili �� E�ii, iil� /viii ®vYtI/iC . .. . i�iu, ili� uLOaq' aeiimiil alfii. ii nP�� iiiu C BY ° ° y ° .. 0 o I I .. ' • V e - v - - _- SL -T . -' - - • ` • °. • —•— ° " - - �� - - b .. _ Z 1 1 .. . .♦ - 09 ,SW DARTMOUTH S1`REETv'. - ` V • ° — DATE 110/10/06 > DRAWN I SE • o e. a •e Q . . . " __ e ° r _ __ —__ i • _ — 0 DESIGNED I JSE Q1EQCED 1 ENE - - - -- - - -- -- -- � - _ - - -- — = - -- -- -- - - - - -- -- -- -- -- K PROJECT / I MGA05 -008 • I --- L SHEET TITLE i LANDSCAPE PLAN