Plans (74) SIT2018 - 00003
O-FICF COPY
TTSD MODULAR CLASSROOMS TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLSCEIVED
MAR 13 2018
TIGARD OREGON CITYOFTIGARD
/ BUILDING DIVISION
GENERAL SITE NOTES GENERAL UTILITY NOTES HMart o
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1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM RECORD
COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. DRAWINGS AND INTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND ARE °o • O s"
CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND BECOMING FAMILIAR SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. CONTRACTOR SHALL o o s
WITH THE SITE CONDITIONS PRIOR TO BIDDING. VERIFY ELEVATION SIZE AND MATERIAL OF ALL UTILITIES PRIOR TO COMMENCING o
CONSTRUCTION. ] - o
2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE INTO o`er / o • • • o o ° Fes` Skin
EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING Thrift Store
GENERAL DESIGN ELEVATIONS FOR NEW CONSTRUCTION PROVIDE PROPER CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS ° o o 'Q
PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN POINTS. REPORT SECTION OR ANY OTHER SECTION. I 0 SW McDonald S1 SW McDonald St SW McDonald St SW Mr,Donald St SW McDonald Si S''N McDonald <1
DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. O
3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW p
3. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY INSPECTOR(S). EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACEPROJECT SITE QL
CONTRACTOR SHALL NOTIFY CITY INSPECTORS) 72 HOURS PRIOR TO START OF PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, OR p s n
CONSTRUCTION. FITTING REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR IS RESPONSIBLEO @ o > n Hall Boulevard
FOR PROVIDING A COMPLETE AND WORKING SYSTEM. DO \°° ° T o m Baptist Church
4. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL TWALITY PROJECT SITE
HAVE A MINIMUM OF ONE (1) SET OF PERMIT APPROVED PLANS AND 4. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE _
SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR DO ' MIDDLE
952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF
5. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR SHALL THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE x SCHOOL q
LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST m °
CAUSED BY THE CONTRACTOR SHALL BE RESTORED TO AN "AS GOOD OR NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES 3
IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE °
BETTER" CONDITION. THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES o
MAY BE ACCURATELY LOCATED. / . o SW Inez St z St Sw Inez St s'.r!, °.
6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE in
CONTRACTOR AND HIS CREW. ALL OSHA REGULATIONS SHALL BE STRICTLY 5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND 111 Q p' �o o =_� a
ADHERED TO IN THE PERFORMANCE OF THE WORK. STRUCTURES LOCATED ON THE SITE. LOCATE, PROTECT, AND AVOID DISRUPTION
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OF ALL ABOVE AND BELOW GRADE UTILITIES DURING CONSTRUCTION. ° ° • SW Pembrook St
7. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT e o � ?'
CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM TO THE TEMPLETON
OF TIGARD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. LATEST EDITION Of THE OREGON PLUMBING SPECIALTIES CODE. ALL UTILITY = ° n SW Pinebrook Or SW Pinebrook W
ELEMENTARY ot
8. PROVIDE TEMPORARY MEASURES TO PROTECT EXISTING TRACK FROM DAMAGE DUE CONSTRUCTION WITHIN THE PUBLIC UTILITY EASEMENT SHALL CONFORM TO THE \ SCHOOL J -- y• SNI Murdock St SW Murdock St
TO CONSTRUCTION ACTIVITY. ANY DAMAGE TO TRACK SUBGRADE OR TRACK STANDARD REQUIREMENTS OF THE CITY OF TIGARD. �` W o 4
SURFACING SHALL BE REPAIRED TO THE SATISFACTION OF THE DISTRICT AT NO SW=URDOCi.
K STREET ^ i l /o- ° o James Templeton
7. ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS NOTED OTHERWISE. / o- o 10 10 Elementary School0
ADDITIONAL COST. o O s
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8. ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE a o •
UTILITIES UNLESS OTHERWISE INDICATED. o ° o s to Dr Sw
GENERAL GRADING NOTES 9 rQ s �P N
9. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, _ o ngSt
FRAMES AND COVERS, ETC. TO FINISHED GRADE �° �p ° o o ° o o m
1. SURVEY OF EXISTING CONDITIONS PREPARED BY KPFF. THE CONTRACTOR IS 3 0 ° o ad y Marl4'0 ? ID ID %0
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RESPONSIBLE FOR FIELD VERIFICATION OF ALL SURVEY DATA. CONTRACTOR IS 10. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES °� < n a n b n
RESPONSIBLE FOR ESTABLISHING RIGHT-OF-WAY LINES, SLOPE EASEMENTS, AND • °
ALL HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION. (WATER, GAS, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW v 0 / t ° ° D r`c two `m m
GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT " / I • SW Sattler St SW Sattler St SW Settler St SW Sattler St SW S
2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE OCCURS. - SW Hoodview Or SW Btaebwi
FOR STAKING WITH A LICENSED SURVEYOR. STAKING WILL BE REVIEWED BY - •
11. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE •
ARCHITECT FOR CONFORMATION TO DESIGN PRIOR TO CONSTRUCTION. I o SW Lodi t.
INSTALLATION OF GAS, ELECTRICAL, POWER, AND TELEPHONE SERVICE.
3. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE UNLESS12. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL
SWBettflowerS1
OTHERWISE INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING • o ° ° ° o ,� N
SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND °
WALLS AND DOORS. ° ° o
SUBMIT TO ENGINEER AND ARCHITECT. o- y ° ° o ° t o SW Plppen Ln Ss
4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. • • The Church of
ADEQUATE SHORING BRACING, TIES, AND SUPPORTS SHALL BE USED TO PROVIDE 13. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO
PROPER TEMPORARY INTEGRITY DURING ALL PHASES OF CONSTRUCTION. THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION SECTION
00490, "WORK ON EXISTING SEWERS AND STRUCTURES". GENERAL SITE ARRANGEMENT VICINITY MAP
5. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED BY 14. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIE AT THE LOW POINT OF SCALE: 1" = 150' SCALE: 1" = 500'
CONSTRUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED SMOOTH THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN
AREAS SHALL RECEIVE BARK DUST AND REPLACEMENT PLANTINGS. DISTURBED
AND RETURNED ORIGINAL EXISTING CONDITIONS. DISTURBED LANDSCAPED CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE ABBREVIATIONS PROJECT CONTACTS LAWN AREAS SHALL BE HYDROSEEDED TO REPLACE NATIVE COVER. DISTURBED FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. NOTICE TO EXCAVATORS:
GRAVEL AREAS SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK AC ASPHALT CONCRETE MIN MINIMUM ATTENTION: OREGON LAW REQUIRES YOU OWNER: PROJECT MANAGER:
SURFACING. 15. ACTUAL LINES AND GRADES SHALL BE STAKED BY A QUALIFIED SURVEYOR, AD AREA DRAIN N NORTHING TO FOLLOW RULES ADOPTED BY THE TIGARD-TUALATIN SCHOOL DISTRICT DAY CPM
BASED ON COORDINATES, DIMENSIONS AND BEARINGS INDICATED ON THE PIANS. APPROX APPROXIMATE OF OUTFALL OREGON UTILITY NOTIFICATION CENTER. 6960 SW SANDBURG STREET 12745 SW BEAVERTON RD, #120
OH OVERHEAD THOSE RULES ARE SET FORTH IN OAR TIGARD, OREGON 97223 BEAVERTON, OREGON 97005
CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF OREGON. BLDG BUILDING OVH
6. ALL DITCHES, SWALES, GUTTERS, CONVEYANCE PIPE, DRYWELLS, ETC. SHOULD BE /
CONSIDERED ACTIVE STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CB CATCH BASIN P/L PROPERTY LINE 952-001-0010 THROUGH OAR TEL: 503-431-4016 TEL: 503-641-4100
16. PROVIDE SHOP DRAWINGS FOR SITE UTILITIES THAT INCLUDE SITE CIVIL, CL CENTERLINE 952-001-0090. YOU MAY OBTAIN
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STORM WATER DRAINAGE AND ELECTRICAL, AND DATA LINES, CONDUIT, AND VAULTS TO ILLUSTRATE NO CO CLEANOUT PP POWER POLE COPIES OF THE RULES BY CALLING THE CONTACT: DAVID MOORE CONTACT: ANGELA CAFFREY
DEWATERING OF WORK AREAS DURING CONSTRUCTION. P.U.E PUBLIC UTILITY EASEMENT
CONFLICTS. REFINEMENTS TO UTILITY LAYOUT AND DIRECTIONAL BORING CONC. CONCRETE PVC POLYVINYL CHLORIDE CENTER. CIVIL ENGINEER/PROTECT MANAGER: ARCHITECT:
7. DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR SEQUENCING ALIGNMENTS CAN BE CONSIDERED, PROVIDED THAT LATERAL SERVICE COTG CLEANOUT TO GRADE RD ROOF DRAIN (NOTE: THE TELEPHONE NUMBER FOR OFFICE COPY
CONSTRUCTION IN A MANNER TO MINIMIZE IMPACT ON OPEN EARTHWORK AND CONNECTIONS CAN BE ACCOMMODATED AT THE MODULAR UNITS, AND A MINIMUM CP CONTROL POINT R.O.W RIGHT-OF-WAY THE OREGON UTILITY NOTIFICATION KPFF CONSULTING ENGINEERS DOWA
COMPACTION OPERATIONS. PIPE SLOPE OF 0.5% IS MAINTAINED ON GRAVITY LINES. DIP DUCTILE IRON PIPE S SLOPE (FT/FT) CENTER IS (503)-232-1987). 111 SW FIFTH AVENUE, SUITE 2500 907 SW STARK STREET
E EASTING SO STORM DRAIN I PORTLAND, OREGON 97204 PORTLAND, OREGON 97205
8. ALL EXISTING MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. IF ANY EXIST./EX EXISTING SDMH STORM DRAIN MANHOLE POTENTIAL UNDERGROUND FACILITY OWNERS TEL: 503-227-3251 TEL: 503-226-6950
MONUMENTS ARE DISTURBED OR DESTROYED DURING CONSTRUCTION, FDC FIRE DEPARTMENT CONNECTION SHT SHEET CONTACT: PAUL DEDYO CONTACT: REBECCA STUECKER
CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR TO SURVEY NOTES FG FINISH GRADE SS SANITARY SEWER
m RESTORE THE MONUMENT TO ITS ORIGINAL CONDITION AND FILE THE NECESSARY 1. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY FH FIRE HYDRANT SSMH SANITARY SEWER MANHOLE Dig Safely, ELECTRICAL ENGINEER: CITY OF TIGARD
a SURVEYS AS REQUIRED BY STATE LAW. A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON GND GUTTER FOUNDATION
ST STREET Call the Oregon One-Call Center PAE ENGINEERS REVIEWED FOR CODE COMPLIANCE
o COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE STA STATION 522 SW 5TH AVENUE, SUITE 1500
9. COMPLETELY COVER ANY SOIL STOCKPILES WITH 6 MIL BLACK PLASTIC AND PLANS. GB GRADE BREAK STD STANDARD 1-800-332-2344 Approved: I
> PROVIDE RESTRAINTS TO HOLD PLASTIC IN PLACE. MONITOR PLASTIC COVER AS GL GAS LINE TC TOP OF CURB PORTLAND, OREGON 97204 OTC: [ I
PART OF CONTINUOUS EROSION CONTROL PLAN. PLACE SILT FENCE COMPLETELY 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE GV GATE VALVE TG TOP OF GROUND TEL: 503-226-2921
I AROUND STOCKPILE. HP HIGH POINT TP TOP OF PAVEMENT EMERGENCY TELEPHONE NUMBERS CONTACT: MICHAEL LOPEZ Permit#:_S I 1 O 1 R 00 D d
HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEETS
Address: y C,1 ,SO
° C2.1 FOR PROJECT CONTROL INFORMATION. IE INVERT ELEVATION TYP TYPICAL
0 10. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE INV INVERT W WATER NW NATURAL GAS SHEET INDEX Suite#:
IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CLEAN WATER SERVICES3. PROJECT CONTIRR. IRRIGATION WV WATER VALVE _ ___ ____ Data
_
CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE M-F lam-bpm 503-226-4211 Ext.4313 Sheet BY' "
i STANDARDS FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO LP LIGHT POLE AFTER HOURS 503-226-4211
o SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED BEGINNING CONSTRUCTION LAYOUT. MH MANHOLE Number Sheet Title
PGE503-464-7777
SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE CO Cover Sheet
UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT CENTURYLINK 1-800-573-1311
0 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - C2 Site Plan
Q SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL CITY BUREAU OF MAINTENANCE 503-823-1700
0 C3 Grading Plan
0) ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY. CITY WATER 503-823-4874
11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING VERIZON 1-800-483-1000 C4 Utility Plan -
m THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND CS Details
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PROVIDING DUST CONTROL AS REQUIRED. C6 Erosion and Sediment Control Plan
C6A Erosion and Sediment Control Details
0 12. RESTORE DISTURBED AREAS FROM UTILITY TRENCHING AND AFFECTED AREAS
:2 ALONG NEW ASPHALT AND GRAVEL SURFACING TO MATCH GRADES AND BLEND A1.0 Code Analysis
n IN WITH ADJACENT LANDSCAPING. F1 Classroom Foundation Plan & Details
FIA Restroom Foundation Plan & Details
Rl ADA Ramp Plan & Details
o a R2 ADA Ramp Plan
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I o E1 Symbols, Legends & Abbreviations
o E2 Site Plan - Power
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_ ,� E E3 Details - Electrical
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ADD-03
Issue Date : 03/09/2018
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cc ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMSJ
PRCFFS JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224
j00 V\`�� O t N F s/O DESIGNED BY: J. ADAMS
TTSD MODULAR CLASSROOMS ADD-o3
79701 PE DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS O
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z 0 111 SW Fifth Ave., Suite 2500 .r/ CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON
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~ „w.� DRAINAGE FLOW DIRECTION CALLOUT DESCRIPTION 1. SEE SHEET CO FOR ADDITIONAL GENERAL GRADING NOTES.
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- - -- -
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---- -50---- - EX. CONTOUR MAJOR X Xy GRADING SLOPE AND DIRECTION (DOWNHILL) ONLY.
SPOT ELEVATION 3. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2%
DESCRIPTION LISTED BELOW. IN ANY DIRECTION.
0
NO DESCRIPTION MEANS TP OR TG
4. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA
o �XX.XX XX ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES
j TC TOP OF CURB (ADAAG).
a TG TOP OF GROUND
TP TOP OF PAVEMENT 5. GRAVEL BASE PADS DO NOT HAVE TO BE LEVEL, AND CAN
FOLLOW EXISTING SLOPES.
rn
m r(XXX.X±) EXISTIN(MATCHG GRADE APPLICABLE) 6. UNDER MODULAR CLASSROOM UNITS, ADJUST FINISH GRADE
o OF GRAVEL BASE PADS TO DIRECT SURFACE RUNOFF UNDER
ELEVATED DECK AT GAP IN ASPHALT PATH, AND TOWARD
0 EXISTING DRAINAGE STRUCTURES.
7. UNDER MODULAR RESTROOM UNITS, ADJUST FINISH GRADE
2 OF GRAVEL BASE PADS TO DIRECT SURFACE RUNOFF NORTH
0 OR SOUTH TOWARD AREA DRAINS.
= T
O �
8. ADJUST GRADING OF LAWN ON UPSLOPE SIDE OF MAIN
ASPHALT PATH TO DIRECT SURFACE RUNOFF TO NEW AREA
51 DRAINS.
� m
E 9. ADJUST EMBEDMENT DEPTH OF GRAVEL BASE SECTION TO
M N MAINTAIN SURFACE RUNOFF TO EXISTING DRAINAGE
o STRUCTURE. ADD-03
n Issue Date: 03/09/2018
0
o
^ ao ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS J
C) � \��Ep pRpFFSJ' JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224
cq V\S O 1 N F /O DESIGNED BY: J. ADAMS
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TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS
/ - CHECKED BY: P. DEDYO CITY OF TIGARD OREGON
z 111 SW Fifth Ave.,Suite 2500 OREGON C3
03/09/2018
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a EXPIRATION DATE: 12/31/2019 C3 1700395-XX
REVISION DATE DESCRIPTION BY TAB NAME:
OHU z I I� � } ° P° s,
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AUXILIARY GYM SO COTG-20 SD COTG-21 SO COTG-22 SD COTG-23
0 4 IE 4" OUT=271.86 (SE) IE 4" OUT=272.01 (SE) IE 4" OUT=272.11 (SE) IE 4" OUT=272.31 (SE) /
s. 33 LF - 4"SD 33 LF - 4"SD - 33 LF - 4"SD - 33 LF - 4"SD
S=2.24% �- S=2.27% S=2.34% S=2.22%
m 4" STUB TO SD COTG-24
SURFACE FOR IE 4" OUT=272.31 (SE)
�oyc " A DOWNSPOUT, TYP. 33 LF - 4"SD 4" STUB TO
CONNECT TO EXISTING 8 SANITARY _ S=2.00% SURFACE FOR O
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UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY CALLOUT DESCRIPTION DETAIL REF. FIELD VERIFY LOCATION AND IE OF EX LATERAL 2. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL
SD STRUCTURE TABLE SEWER, W=WATER, FP=FIRE PROTECTION) AD AREA DRAIN 5/C5.1 1
PRIOR TO CONSTRUCTION BE DONE PER DETAIL 4/C5.1.
STRUCTURE TYPE CALLOUT COTG CLEANOUT TO GRADE 6/C5.1
CONNECT TO COLD WATER SYSTEM. SEE PLUMBING
NO STRUCTURE ID NORTHING EASTING XX XX-XX ID NUMBER WHERE APPLICABLE GV GATE VALVE W PLANS FOR CONTINUATION. SIZE AS NOTED.
( ) 3. COORDINATE LOCATION OF UTILITY LATERAL STUBS SERVING
AD-10 132540.59 321864.62 N=XXXX.XX ]- LOCATION WHERE APPLICABLE STUB STUB B BORE UNDER TRACK TO PROTECT TRACK SURFACE RESTROOMS WITH MODULAR RESTROOM SUPPLIER. COORDINATE
E=XXXX.XX ( ) UTILITY TRENCHING AND LAYOUT WITH PROPOSED ELECTRICAL
o AD-11 132586.15 321887.18 RIM= AND DATA INFRASTRUCTURE SERVING NEW MODULAR UNITS.
UTILITY CROSSING PROVIDE 12' MIN. CLEARANCE,
J
o_ IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) II UNLESS NOTED OTHERWISE.
o/ AD-12 132634.29 321911.01 IE OUT = XX.X 4. SUBMIT SHOP DRAWINGS TO ILLUSTRATE COORDINATION OF
AD-13 132714.68 321950.82 PIPE LABEL UTILITY TRENCHING AND LAYOUT WITH PROPOSED ELECTRICAL
AND DATA INFRASTRUCTURE SERVING NEW PORTABLES.
AD-14 132835.19 322010.29 UTILITY LENGTH
ED
I
o COTG-20 132567.40 321844.29 UTILITY SIZE
D
o COTC-21 132601.26 321861.06 XXLF - XX" XX --UTILITY TYPE
(n COTG-22 132615.79 321868.25 S=X.XX% SLOPE (WHERE APPLICABLE)
o COTG-23 132649.65 321885.02
0
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/ BRED PROFFS JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224
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[MEDIUM DUTY 15"± 3- 1/2- DENSE GRADED
LEVEL 2 HMAC
TOP OF PAVEMENT SQ. TRAFFIC GRATE. 3" MIN
RIM=PER PLAN 8" MIN COMPACTED
WIDTH
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HARD SURFACE LANDSCAPE AREA — ,' �0 --- —EX. GRADE
00 0 0 0 0 0.4 .0 00 0*4 0 0
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RISER O.D. CAST IRON FRAME
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000.0 L RISER PIPE
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BEDDING MATERIAL
NOTES RESURFACING MATCH
1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. EXISTING PAVEMENT PAVED UNPAVED
SECTION AREAS AREAS
2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH EXISTING AC—\ SAWCUT —\ DETECTABLE
CARRIER PIPE. PAVEMENT LINE WARNING TAPE
3. FOR CARRIER PIPE SIZE 8"0 AND LARGER, RISER PIPE SHALL BE 6"0.
4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL.< 0 0. *.a ,*
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00 ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS
0 PROFSJOB No.:
1700395 9500 SW MURDOCK,TIGARD,OR 97224
'SA
N I N 4F DESIGNED BY: J. ADAMS
TTSD MODULAR CLASSROOMS
7 701 PE DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ADD-03
111 SW Fifth Ave.,Suite 2500 CHECKED BY. P. DEDYO CITY OF TIGARD, OREGON
C5
Portland, OR 97204 OREGONDATE: 03/09/2018
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01 LIMITS OF DISTURBANCE SHOWN 1. APPROVAL OF THIS EROSION/SEDIMENTAT]ON CONTROL (ESC) 4. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON
OFFSET FOR CLARITY PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS
0- / ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF AND INSPECTIONS.
N P° \ v� w�ti / — " — 164 — EX. CONTOUR MINOR ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES,
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165 — — EX. CONTOUR MAJOR CONVEYANCE SYSTEM THAT ENTERS THE PUBLIC STORM
M 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE SYSTEM AT THE EAST EDGE OF THE TEMPLETON ELEMENTARY
o 0 0 PERIMETER CONSTR. FENCING CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING SCHOOL.
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2. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TYPE AND STEEPNESS, SEE PLAN (5'
MIN - 25' MAX.)
3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL.
4. STRAW WATTLE SHALL BE RICE STRAW ONLY. USE OF FIBER ROLLS, WHEAT GRASS, OR
RYE STRAW NOT PERMITTED.
STRAW WATTLE ON SLOPE
SCALE: NTS
2 EACH FOAM
DUMP STRAP
EXPANSION RESTRAINT
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