Plans PLM 2018-00227
2 of 2
GENERAL UTILITY NOTES GENERAL GRADING NOTES LEGEND711,....-mr•o-----
1.
ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION AND THE PROJECT PROPOSED EXISTING MILDREN DESIGN GROUP, P.C.
2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE PLUMBING GEOTECHNICAL INVESTIGATION.
PROJECT BOUNDARY - -- -M ----- ARCHITECTURE • SPACE PLANNIlvG
CODE, BUILDING CODE, AND THE FIRE CODE. WORK IN THE RIGHT OF WAY SHALL ALSO CONFORM 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION PROPERTY LINE - - 7650 S.W. Beveland, Suite 120
TO THE STANDARDS OF CITY OF TIGARD AND OREGON DEPARTMENT OF TRANSPORTATION (ODOT). DOCUMENTS, INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES.
3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER (800 332 2344) EASEMENT LINE - - Tigard, Oregon 97223-8692
DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION. FENCE RCEl� ® Voice: 503-244-0552
4. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER (800 332 2344) 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS, CURB =- NOV 1 9 21 8 Fax: 503-244-0417
THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION. TELEPHONE, POWER, DATA, ETC. CONFIRM VAULT LOCATIONS WITH THE ARCHITECT. EDGE OF PAVEMENT /1/ 7/1
5. EXISTING CONDITIONS BASED ON TOPOGRAPHIC, BOUNDARY, AND UTILITY SURVEY PREPARED BY 5. THE CONTRACTOR SHALL KEEP THE ARCHITECT AND JURISDICTION INFORMED OF CONSTRUCTION 1' CONTOUR 191 - - - - 19` - - - DIT"•`' ;. ' TIGD
PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 48 HOUR NOTICE IS BUILDING DIV' ION #0IM Pki.
WH PACIFIC, DATED MAY 2017 AND APRIL 2018. 5' CONTOUR 190 `- -190
6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS, REQUIRED. STORM SEWER LINE SD
TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS WITH ARCHITECT. 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC, BOUNDARY, AND UTILITY SURVEY PREPARED BY WATER LINE W
WH PACIFIC, DATED MAY 2017 AND APRIL 2018. T.M. RIPPEY
7. THE CONTRACTOR SHALL KEEP THE ARCHITECT AND JURISDICTION INFORMED OF CONSTRUCTION FIRE WATER LINE FW
PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 48-HOUR NOTICE IS 7. FINISHED GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT. IN 10 FT. OF THE GRADES SHOWN SANITARY SEWER LINE SS CONSULTING ENGINEERS
REQUIRED. AT SUBGRADE AND TO WITHIN 0.03 FT. IN 10 FT. AT FINISH GRADE. CONTRACTOR TO ALLOW
8. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. EXISTING UTILITIES AND FOR PLACEMENT OF REQUIRED TOPSOIL AND PLANTINGS IN ROUGH GRADING. GAS LINE 7650 SW Beveland, Suite 100
POINTS OF CONNECTION TO EXISTING UTILITIES AND LOCATIONS WHERE NEW UTILITIES WILL CROSS 8. GRADING ELEVATIONS AS SHOWN ON PLANS ARE FINISHED GRADE, WHICH INCLUDES PAVING, BASE OVERHEAD UTILITY WIRE Tigard, Oregon 97223
EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO ROCK, AND SUBGRADE SOIL. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING UNDERGROUND POWER LINE Phone: (503) 443-3900
CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE WITH BOTH EXCAVATOR AND PAVING CONTRACTOR. COMMUNICATION LINE Fax: (503) 443-3700
POTHOLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME EXISTS TO PREPARE 9. SEE PROJECT GEOTECHNICAL ANALYSIS PREPARED BY GEODESIGN, INC. FOR PAVING, EXCAVATION, EXISTING FEATURE OR CONDITION (E)
MODIFIED DESIGNS AND HAVE THE MODIFICATIONS APPROVED BY THE JURISDICTION WITHOUT FILL, AND COMPACTION REQUIREMENTS.
IMPACTING THE PROJECT SCHEDULE. CATCH BASIN CB
10. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, THE CONTRACTOR SHALL PREPARE A TOP OF CURB TC
9. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, FITTING, OR DEWATERING PLAN CONSISTENT WITH CITY OF TIGARD AND CLEAN WATER SERVICES (CWS)
ACCESSORY REQUIRED FOR CONSTRUCTION. REQUIREMENTS, AND OBTAIN APPROVAL OF THE PLAN FROM BOTH JURISDICTIONS PRIOR TO GUTTER G S����-I.
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10. INSTALL CLEANOUTS AT 100' MAX. AND AT ALL LATERALS PER CODE. PROVIDE CLEANOUTS AS PROCEEDING WITH DEWATERING. INVERT ELEVATION IE + ic+
REQUIRED BY THE CURRENT OREGON PLUMBING SPECIALTY CODE. NOT ALL REQUIRED CLEANOUTS 11PERFORATED PIPE PERF w 15504 4' y
. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS AND STORM LINES IMPACTED BY SITE
ARE SHOWN. DEVELOPMENT FOLLOWING COMPLETION OF CONSTRUCTION OR AS DIRECTED BY THE CITY OF STORM SEWER MANHOLE SDMH
11. UTILITIES WITHIN TWO FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED TIGARD AND CWS. NO SEDIMENT SHALL BE ALLOWED TO ENTER NEW OR EXISTING INLETS. SANITARY SEWER MANHOLE SSMH o orr
FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE PLUMBING CODE. 12. RETAINING WALLS TO BE CONTRACTOR DESIGN-BUILD MODULAR BLOCK. MATERIAL TO BE AS �,'[Y ��9�
STORM SEWER CLEANOUT SDCO 25,
12. CHANGES IN DIRECTION OF DRAINAGE AND SEWER PIPING SHALL BE MADE BY THE APPROPRIATE APPROVED BY ARCHITECT. SANITARY SEWER CLEANOUT SSCO �4RL KOOG'
USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH
BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT TOP OF STEP TS I EXPIRES: 6/30/19 I
SWEEP. BOTTOM OF STEP BS
13. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, THE CONTRACTOR SHALL PREPARE A TOP OF WALL TW
DEWATERING PLAN CONSISTENT WITH CITY OF TIGARD AND CLEAN WATER SERVICES (CWS) TVWD CONSTRUCTION SEQUENCING NOTES BOTTOM OF WALL AT FINISHED GRADE BW
REQUIREMENTS, AND OBTAIN APPROVAL OF THE PLAN FROM BOTH JURISDICTIONS PRIOR TO
PROCEEDING WITH DEWATERING. FINISHED GRADE FG Client:
14. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS AND STORM LINES IMPACTED BY SITE 1. CONTRACTOR TO POTHOLE AND VERIFY LOCATION, ELEVATION, AND SIZE OF EXISTING WATER MAIN. FOOTING FTG L
DEVELOPMENT FOLLOWING COMPLETION OF CONSTRUCTION OR AS DIRECTED BY THE CITY OF 2. CONSTRUCT NEW 8" ZINC-COATED D.I. MAIN IN POLYETHYLENE ENCASEMENT (PER TVWD 2018 WATER SURFACE ELEVATION WSE JLR
AND CWS. NO SEDIMENT SHALL BE ALLOWED TO ENTER THE STORM SYSTEM. STANDARDS). INSTALL 2" CARVS AT ALL INTERMEDIATE HIGH POINTS (PER TVWD DET 405). GROWING MEDIUM GM
15. COORDINATE WITH TUALATIN VALLEY WATER DISTRICT (TVWD) FOR PROVISION OF NEW DOMESTIC3. CONTRACTOR TO FLUSH, DISINFECT, AND TEST NEW 8" MAIN PRIOR TO CONNECTION TO EXISTING BOTTOM BOT
WATER METER FOR BOTH BUILDINGS. CONTRACTOR TO INSTALL ABOVE GRADE REDUCED PRESSURE MAIN. COORDINATE WITH TVWD FOR INSPECTION AND TESTING. GENERAL GRADING NOTES GGN
BACKFLOW PREVENTER (RPBFP) ADJACENT TO DOMESTIC WATER METER. RPBFP TO BE INSTALLED GENERAL UTILITY NOTES GUN
IN A CITY OF TIGARD AND TVWD APPROVED HEATED ENCLOSURE. PLACE 4"-THICK CONCRETE 4. UPON APPROVAL OF TESTING BY TVWD, COORDINATE WITH TVWD FOR SHUTDOWN OF EXISTING
PAD ON 2" OF 1"-0" COMPACTED CRUSHED AGGREGATE. PAD TO EXTEND MINIMUM OF 12" MAIN. TVWD INSPECTOR WILL PROVIDE NOTICE TO EFFECTED CUSTOMERS. REDUCED PRESSURE BACKFLOW PREVENTER RPBFP
BEYOND ALL SIDES OF ENCLOSURE. CONTRACTOR TO INSTALL 2-INCH SERVICE PIPE FROM METER 5. CONTRACTOR TO PROVIDE WRITTEN SEQUENCE SHUTDOWN PLAN TO TVWD WITHIN A MINIMUM TWO TUALATIN VALLEY WATER DISTRICT TVWD
TO MAIN BUILDING RISER ROOM. CONTRACTOR TO INSTALL 1-INCH SERVICE PIPE TO EAST WEEK NOTIFICATION PRIOR TO SHUTDOWN OF EXISTING MAIN. CONTRACTOR IS LIMITED TO 4-HOUR
BUILDING RISER ROOM. SIZE OF DOMESTIC SERVICES, CAPACITIES OF METER, BUILDING DOMESTIC SHUTDOWNS(S), TUESDAY THROUGH THURSDAY. 720 NE Grand Ave.
WATER DEMAND AND SIZE OF PIPING TO BUILDINGS IS ASSUMED AND TO BE CONFIRMED BY Portland, Oregon 97232
BUILDING PLUMBING DESIGNER PRIOR TO CONSTRUCTION OR ORDERING MATERIAL. CONTRACTOR 6. CONTRACTOR TO PROVIDE WRITTEN DE-WATERING PLAN FOR EXISTING PIPE AND TRENCH. EFFORT
TO DETERMINE REQUIRED BACKFLOW PREVENTER TYPES PRIOR TO CONSTRUCTION OR ORDERING SHALL BE MADE TO NOT ALLOW WATER FROM DITCH TO ENTER PIPING. PROVIDE ADEQUATE SUMP
MATERIALS; COORDINATE WITH BUILDING PLUMBING DESIGNER. CONTRACTOR TO DETERMINE IF AND PUMPS AT CONNECTION POINTS. IT SHALL BE AT TVWD'S SOLE DISCRETION TO ALLOW
REMOTE METER READER IS REQUIRED AND PROVIDE AS DIRECTED BY TVWD. IRRIGATION CONNECTION TO WATER SYSTEM. Project:
CONNECTION IS TO BE DOWNSTREAM OF MAIN BUILDING WATER METER AND TO BE OF TVWD 7. CAP AND/OR PLUG SECTIONS OF EXISTING MAIN AT BOTH ENDS OF ABANDONMENT. COORDINATE
APPROVED TYPE. SEE LANDSCAPE PLANS FOR DISCUSSION OF IRRIGATION BACKFLOW PREVENTER INSPECTION WITH TVWD. PIPE AND FITTINGS SHALL BE SWABBED AND A VISUAL PRESSURE TEST New Building
AND CONTINUATION TO IRRIGATION SYSTEM. NO CONNECTIONS MAY OCCUR BETWEEN DOMESTIC WILL BE CONDUCTED.
METER AND BACKFLOW PREVENTERS INSIDE BUILDINGS.
16. EXISTING WATER METERS TO BE REMOVED BY TVWD. CONTRACTOR TO COORDINATE WITH DISTRICT 8.
UPON ACCEPTANCE, COORDINATE WITH TVWD TO PUT MAIN IN SERVICE AND TO FLUSH MAIN.
FOR SCHEDULING THIS WORK. TVWD TO TAKE WATER QUALITY SAMPLE.
17. SIZE OF DCDA IS ASSUMED AND TO BE CONFIRMED BY CONTRACTOR IN CONSULTATION WITH 9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OBTAINING PASSING WATER QUALITY SAMPLES.
BUILDING FIRE SYSTEM DESIGNER. ANY EFFORTS BEYOND SAMPLING BY TVWD SHALL BE BILLED TO THE CONTRACTOR ON A TIME
AND MATERIALS BASIS AT TVWD DISCRETION. REVISION
18. INSTALL AUTOMATIC DRAIN VALVE IN VAULT AT LOW POINT OF FDC LINE. PROVIDE DRAINAGE FROM
VAULT TO CITY OF TIGARD APPROVED LOCATION. SIZE OF FDC PIPE IS ASSUMED AND TO BE
CONFIRMED BY BUILDING FIRE SYSTEM DESIGNER. FDC TO CONFORM TO REQUIREMENTS OF 10125 SW Washington Sq. Rd.
TUALATIN VALLEY FIRE AND RESCUE (TVF&R)
CITY OF TIGARD Portland, Oregon 97223
19. SITE HYDRANTS TO CONFORM TO REQUIREMENTS OF TVWD AND TVF&R. SITE HYDRANTS TO BE Approved [J� ]
PAINTED RED, IN CONFORMANCE TO TVF&R STANDARDS. FIRE HYDRANT LOCATIONS SHALL BE
IDENTIFIED BY THE INSTALLATION OF BLUE REFLECTIVE MARKERS. THE MARKERS SHALL BE Conditionally Approved [ ]
LOCATED ADJACENT AND THE SIDE OF THE CENTERLINE OF THE ACCESS ROADWAY THAT THE FIRE See Letter to: Follow [ I
HYDRANT IS LOCATED ON. MARKER MATERIAL TO CONFORM TO THE REQUIREMENTS OF TVF&R. Ati ici,ed I ] Sheet Title:
CONTRACTOR TO PROVIDE CONCRETE-FILLED 8 INCH DIAMETER STEEL PIPE BOLLARDS WHERE Permit Number: PL cola-oOaa7
res : 1d a5 S40. Wash'„ n +
Add
HYDRANTS ARE SUBJECT TO IMPACT BY MOTOR VEHICLES. COORDINATE WITH TVF&R INSPECTORS Ad t (J sh;e1 u,i8 . General Notes
TO FINALIZE LOCATIONS. PROVIDE MINIMUM OF 3 FT. CLEAR AROUND HYDRANTS. CONNECTIONS
TO EXISTING PUBLIC WATER MAINS TO CONFORM TO TVWD REQUIREMENTS. ABANDON EXISTING leu;se& 5;{,._ t.I.VzLA-74-
PUBLIC WATER LINES ON SITE AS DIRECTED BY TVWD.
& Legend
20. BUILDING SANITARY PIPE SIZES ARE ASSUMED AND TO BE CONFIRMED BY BUILDING PLUMBING
DESIGNER BASED ON THEIR CALCULATION OF DESIGN FIXTURE DISCHARGE. SEE BUILDING
PLUMBING PLANS FOR SANITARY CONTINUATION WITHIN BUILDINGS.
21. CORE EXISTING STORM MANHOLES AS REQUIRED FOR CONNECTIONS OF NEW PIPE(S). REVISE
CHANNELS AS REQUIRED. RAISE MANHOLES UTILIZING PRECAST COMPONENTS AS REQUIRED.
ROTATE CONES AND RELOCATE STEPS TO CONFORM TO NEW PIPE LOCATIONS. FILL EXISTING OFFICE COPY
PENETRATIONS CAUSED BY PIPE REMOVAL WITH NON SHRINK GROUT.
22. REMOVE EXISTING MANHOLES AND PIPE WITHIN BUILDING FOOTPRINT. FIVE FEET BEYOND BUILDING
FOOTPRINT, MANHOLES MAY BE FILLED WITH COMPACTED AGGREGATE TO 4 FT. BELOW FINISHED
TRADE. ABOVE THIS ELEVATION, REMOVE MANHOLE COMPONENTS. PIPE FIVE FEET BEYOND
BUILDING FOOTPRINT TO BE ABANDONED MAY BE REMOVED OR GROUTED FULL. Revisions:
23. PROVIDE FOUNDATION DRAINAGE CONFORMING TO RECOMMENDATIONS IN PROJECT GEOTECHNICAL 1. 11 May 2018 2. 25rvtay2018
ANALYSIS BY GEODESIGN, INC. PROVIDE BACKFLOW VALVE AT CONNECTIONS TO STORM LINE. TVWD Comments Plan Check Response
VALVE TO BE INSTALLED IN A VAULT OF SUFFICIENT SIZE TO ALLOW MAINTENANCE ACCESS TO 3. 15 June 2018 4. 18 June 2018
TVFR Comments CWS Submittal
V'LV 5- 9 Ju1Y 2018 6. 12 July 2018
24. PUBLIC SITE SANITARY SEWER LATERAL WITHIN SW GREENBURG ROAD RIGHT OF WAY TO BE CWS Comments ODOT Comments
INSTALLED BY CONVENTIONAL EXCAVATION AND TRENCHING. CORE EXISTING PUBLIC SANITARY 7 16July 2018 8. 19August 2018
MANHOLE AS REQUIRED FOR CONNECTION OF NEW LATERAL. REVISE CHANNEL AS REQUIRED. ODOT Comments ForConstruetion Set
PLUG EXISTING PIPE WITHIN RIGHT OF WAY WITH GROUT AND FILL EXISTING MANHOLE 9. 24 August 20€8 10. On Going
PENETRATION. SEPARATE PERMIT REQUIRED FOR WORK WITHIN RIGHT OF WAY. Structural Plan Review General Revisions
A 25. CONNECT EXISTING SANITARY LATERAL FROM RESTAURANT BUILDING TO NORTH. SEE GENERAL
RFI-59 ILI I ATE :.
26. COALESCING PLATE OIL-WATER SEPARATOR CONFIGURATION, TYPE, AND SIZE IS ASSUMED. THE
CONTRACTOR'S PLUMBING SYSTEM DESIGNER TO CONFIRM SEPARATOR TYPE, SIZE, AND CAPACITY
BASED ON THEIR DESIGN OF BUILDING FLOWS AND PROVIDE FINAL INFORMATION FOR
CONSTRUCTION. INSTALL 6"x3" TEE AT OUTLET WITH 3-INCH BRANCH ORIENTED VERTICALLY TO MILDREN DESIGN GROUP,,P.G., 2018 V
ACT AS A VAULT VENT. EXTEND 3-INCH VENT PIPE EAST TO BUILDING. SEE BUILDING PLUMBING ALL RIGHTS RESERVED
PLANS FOR INTERNAL ROUTING OF OIL-WATER SEPARATOR VENT. THESE DRAWINGS ARE THE PROPERTY OF
MILDREN DESIGN GROUP, P.C., AND ARE
27. EXISTING SANITARY SEWER LATERAL ON SITE TO BE REMOVED OR ABANDONED IN PLACE AND NOT TO BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT WITH THE PRIOR WRITTEN
GROUTED FULL.
PERMISSION OF MILDREN DESIGN GROUP,
28. CAP (E) TVWD 8" PUBLIC WATER MAIN AT PROPERTY LINE & REMOVE OR ABANDON PIPE TO Date: 19 August 2018
EAST. CONTRACTOR TO ABANDON 8" WATERLINE BY PULLING (E) VALVE & PLUGGING TEE. CAP
ABANDONED PIPE WHEREVER PIPE IS TO REMAIN TO THE EAST. COORDINATE SHUTDOWN WITH Drawn by: Checked by:
TVWD.
29. APPROVED FIREFIGHTING WATER SUPPLY SHALL BE INSTALLED AND OPERATIONAL PRIOR TO
DELIVERY OR STORAGE OF COMBUSTIBLE MATERIAL ON SITE. COORDINATE WITH TUALATIN VALLEY
FIRE & RESCUE. TMR Job Number: 17260
Sheet
For Construction Set - August 2018 CO
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♦ EXISTING 1-STORY
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Fax: 503-244-0417
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Suite
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70 LF IE 184.95 \x (E) 8" WATERLINE 8c ABANDON SOUTH OF Fax: (503) 443-3700
5
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SEE GUN 20. Off' 1E 185.18 (6SS) CB \� 190 VAULT PER TVWD` RIM 189.50 0 ! ��-� PR�F
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u FFE 191 .00 , �.* tg# Q 9% \ ` E IN 180.10 (6 " N) 15 PUBLIC SS EASEMENT
\ , l ' . V ,O c 75 LF N_-__\ IE IN 181.10 (6 5W} TO BE DEDICATED PROTECT DURING
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♦ - 6„ SS �Y 900 " E) „
4 • ♦• ' 11x6 COALESCING PLATE
8 PUBLIC SS
190 BE ABANDONED. RETURN FIRE �` ` \ \ 8" P 95 LF NEW UTILITY POLE BY
3 HYDRANT TO TVWD. -/-- .44,-
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W� V OIL-WATER SEPARATOR ` ;S 1% G ~ �\ ` PGE. CONTRACTOR TO
I \ �® ' RIM 194.00-MATCH FG (6: 5S 15 LF v\� 1 COORD. WITH PGE.
} 1 s5 \�SSCO IE 187.45 �. '►• " IE 1N 183.45 (6" NW) � % x
SSCO IE 181.25 � NEW LUMINARE POLE.
4" SS ® 1C7'.% ' IE OUT 183.20 (6" SE) s� • \
18� SEE GUN 20. FFE 191 .00 `
` r� _. Q SEE GUN 25. 4,Alb,,,,... ., SEE ELECTRICAL PLANS.
• " SEE GUN 26. J G.
I �„ Q S / 8 FW LINE G •®C4 ,, IE 185.71 8 SD)NEW-�+ 8" PUBLIC 5S , .„ "
1.6% 55 LF
o �; FFE 191 .00 ` O 2" DW LINE 5 �2 'i. IE 178.8Q 8 SS) NEW
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2 DW . 4„ RIM190.35-MATCHFG !• BOXWCENEWJBC1 IBOX. 720 NE Grand Ave.
SS / Portland, Oregon 97232
LINE \ \i it p 1% IE IN 180.00 (8 ' W) r1`� �- ` SEE ODOT DETAIL TM472_
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S �� IE 185.35 f 1
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SS t�:� 4 SS 1% (E) SAN MH L �/ ;, r °? SSMH (SS 35 BD)
\ ` �, �, 85 LF A1 IE 184.55 / RIM 191.10
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` SSCO
TO THE WEST, / 191 .25 IE IN 177.90 (8" NW) NEW
T ` '2" LINE a `� IE 184.85 _! - S �O SOUTH & EAST. 4" SS @ 4% 50 LF 1 IE IN 177.40 (8" N) (E) 10125 SW Washington Sq. Rd.
O `� ° SSCO IE S`' ' 3 OW5 VENT PIPE ` / A' lE IN 177.35 (6 W) (E) Portland, Oregon 97223
r ` + 5S IE 186.00 182 90 - \ REMOVE (E) PUBLIC ,. �' !E IN 177.25 (8" S) {E}
CB S S 4 SS ® 23%
8 WATER MAIN METERS IE 186.70 6, SD) ��
8 FW LINE & EQUIPMENT. COORD. SIS �'� IE OUT 177.15 (8 E) (E)
RIM 18$.75 \ 5 LF >> IE 185.70 4 SS ,,'
fNO \ X82 -"X"-- \ `� ;! SEE GUN 20. 4" SS ® 1% �� J SEE GUN 24. Sheet Title:
�\. IE 186.47 6 SD) el 0\1'\ 2 DW LINE WITH TVWD, METERS TO �;
11e �y �\ X81 Dy1, IE 184.45 �4" SS) 80 LF BE RETURNED TO TVWD. ►��
WETLAND ` �� \,� SS i VEGETATED (E) UTILITY POLE TO BE
8n. � `- IE 1$5.40 6�� SD ,0 IE 186 75FLOW-THROUGH REMOVED BY PGE. Sanitary Sewer
55C0RAIN GARD N
:----:..--J85------_ ,. IE 183.50 �4 SS� c� , �� e�.1*
SS ` 4' IE 186.55 v/E 4„ SS / *lill,
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• ^� / PUBLIC / & Water Plan
e W •0 105 LF IE 183.60 , 19fl IE 183.13 4 SS) 186 '"'p NOTE: ROUTE OWS SIDEWALK
CORRIDOR BOUNDARY f
�� f (4" S5) O� IE 17$,75 S18" S) INSIDE BUILDING, SEE EASEMENT South
ft
DELINEATED (E) F Ai*,
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INSTALL SD 'Ig .
Nn fi- W , •., PRIVATE FH > 186 ` .,
WETLAND BOUNDARY Oy1, , ��
REPLACE (E) JUNCTION 1
96" SD FLOW CONTROL MH w \ (E) 2 METER CB
VEGETATED CORRIDOR RIM 190.25-3" ABOVE FG \ . 5 �' • & 4" FIRELINE R!M 187.00 BOX W/ NEW JB-1 BOX.
MITIGATION AREA y D 1,, Ir �� rt ��• SEE ODOT DETAIL TM472.
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5 ` ,�S l� ! I- I I May 2618 2- 25 May 2038
fi :G5 SD �'q <-•-,�� `; I - \ I r 1 TVWD Comments Plan Check Response
` �` �_ \ 7 / 3. 15 June 2018 4. 18 June 2018
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TVFR Comments CWS Submittal
8x11 PEAK DIVERSION 4- .�
STORMFILTER VAULT X83 '� CB `15 _�81 --- ----- f ' 5 9July2018 6- 12July2018
-' 8?` 1_ r / / Q CWS Comments ODOT Comments
RIM 190.75 7 14r
`� wrCr /. RIM 187.00 ! - - - �� / / C)� 7. 16 July 2018 8- 19 August 2018
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17Lq�JD , . 22 ,z I ODOT Comments For Construction Set
48" SD MH _ / //// 9. 24 August 2018 10. On Going
J / / Structural Plan Review General Revisions
> � RIM 183.75-3' ABOVE FG / ./ m
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---� -- -1�, 48" ACCESS SD MH _
�- RIM 189.80-MATCH FG - - 1-40-
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--- -- �\ (E) VEGETATED -. D U MIl DREN DESIGN GROUP P.C., 2018
Ali RIGHTS RESERVED b
CORRIDOR $ _ VEGETATED CORRIDORMILTHESE DRAWINGS ARE THE PROPERTY OF
_ / BOUNDARY `1 '.. \ MITIGATION AREAE
(E� STM MR NOTTOBE UEN SED GN GORUREPRODUCED INRANY
` � 18183 - w�`N&. r� RIM 193.70 / MANNER, EXCEPT WITH THE PRIOR WRITTEN
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PERMISSION OF MILDREN DESIGN GROUP, P.C.
184
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--1851= - ._. Date: 19 August 2018
OR (E) VEGETATED
R Fop), 217 186 ,r! CORRIDOR BOUNDARY Drawn by: Checked by:
DELINEATED (E) 1 t.
WETLAND BOUNDARY 1$8 / AS KJK
189
`" /gr,_ TMR Job Number: 17260
SCALE: 1" = 20' Sheet
0 10 20 40
For Construction Set - August 2018 C3.3