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Plans (2) S 1209-00006 OFF%CE CVP OFFICE COPY 3 TTSD MODULAR CLASSROOMS I WALI I Y MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS RECEIVED TIGARD19 GENERAL SITE NOTES GENERAL UTILITY NOTES MAR112oR CITY OF TIGARD • v'Hi nit.i nMSL(�M 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM RECORD �' o I i-0 e H Marto COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. DRAWINGS AND INTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND ARE \, .- �k ••_._.._•.. ,Y Edgevaad St { Cd ewrar�d St CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND BECOMING FAMILIAR SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. UTILITY IMPROVEMENTS I i a FSA Ash A` WITH THE SITE CONDITIONS PRIOR TO BIDDING. FROM PREVIOUS PHASES OF CONSTRUCTION SHOWN AS DESIGNED FOR CONTEXT. ~_ CONTRACTOR SHALL VERIFY ELEVATION SIZE AND MATERIAL OF ALL UTILITIES ! ,•_ \\° . , 2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE INTO PRIOR TO COMMENCING CONSTRUCTION. __HMI I,I.I,I.U•I.I.f.(.I.I•I.I.I.I. ' e� . 00' '� SW Hillview S1 , EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT _ _ ��OREG7N, _ _ . . ;�. : G ,�S'� i GENERAL DESIGN ELEVATIONS FOR NEW CONSTRUCTION PROVIDE PROPER 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING # )I = 1.1.4-crT � \ it ° ° �'�+ _ O ,44 ,z. Thrift Store -*4 5 PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN POINTS. REPORT CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS - ° o �, - DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. SECTION OR ANY OTHER SECTION. ;,,I.,,72- �' ..0 ., +i ` • .� SW McDonald St SW McDonald St SW McDonald St SW McDonald St SW McDonald St SW McDonald St 3. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY INSPECTOR(S). 3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW /' -, `ry CONTRACTOR SHALL NOTIFY CITY INSPECTOR(S) 72 HOURS PRIOR TO START OF EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE i ° -�• 03 CONSTRUCTION. PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, OR ""' �,' P�l1.' ; ;j g PROJECT SITE a '}a FITTING REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR IS RESPONSIBLE �5 V • FOR PROVIDING A COMPLETE AND WORKING SYSTEM. - w r ` HSI Boulevard 4. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL ' 1 ' °' °°°'E °° �' / `= c' ' I , _ o % PROJECT SITE `° Baptist Church 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. ,� TWALITY ,� ,�. ,,�,.;, ,, lotlrit � � L OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR z 0 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF zI /' MIDDLE I • �/i ° crs 5. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR SHALL 3•' / i• •' , s THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE °_ �' , LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE jam SCHOOL !/ iii ,`. •6- SWGaeansw CAUSED BY THE CONTRACTOR SHALL BE RESTORED TO AN "AS GOOD OR OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST F, A C/ . e ,, =- NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES =1 �' -'v BETTER" CONDITION. - a �' '• IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE f��' o `�� �'*>��k F__ o ro 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE I 1 r P THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES ® t��.h,r.p.�. o �;,� MAY BE ACCURATELY LOCATED. - SW Inca SW ftnel St CONTRACTOR AND HIS CREW. ALL OSHA REGULATIONS SHALL BE STRICTLY _ _ "'` ��' a -`'' ADHERED TO IN THE PERFORMANCE OF THE WORK. o° � � �� • . - �/ S Ing St ` 5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND ° ; ;_� iitp Leo o .,T 7. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT ' STRUCTURES LOCATED ON THE SITE. LOCATE, PROTECT, AND AVOID DISRUPTION - .; CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF ALL ABOVE AND BELOW GRADE UTILITIES DURING CONSTRUCTION. \*.? = '' IN - r - s o. / :_"t,_ _ SW Pembrook Stis, OF TIGARD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM ,, ++ i f I I I I F 'r" TEMPLETON a - (// i) j G Q TO THE fl $ - N \.,1� '�� 8. PROVIDE TEMPORARY MEASURES TO PROTECT EXISTING TRACK FROM DAMAGE DUE LATEST EDITION OF THE OREGON PLUMBING SPECIALTIES CODE. ALL UTILITY Ir ELE !1 Q RY I SW Pinebrook Dr SW Pinebrook D{ CONSTRUCTION WITHIN THE PUBLIC UTILITY EASEMENT SHALL CONFORM TO THE \ 0, .,c TO CONSTRUCTION ACTIVITY. ANY DAMAGE TO TRACK SUBGRADE OR TRACK _ _ ,' SCHOOL I 0, SW Murdock St SW Murdock St STANDARD REQUIREMENTS OF THE CITY OF TIGARD. SURFACING SHALL BE REPAIRED TO THE SATISFACTION OF THE DISTRICT AT NO --- M pp�KSTREET -dr T } ° 6. YA`ADDITIONAL COST. r / * James Templeton 7. ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS NOTED OTHERWISE. """""" _ . , _ , L / m Ell rtrary Soho& :a q,t, l is Dr 8. ALL EXISTING UTILITIES AND TIE-IN POINTSt �. - • r . _ ! / St .SHOULD BE CONSIDERED ACTIVE �, 1 / KU)GENERAL GRADING NOTES UTILITIES UNLESS OTHERWISE INDICATED. z .� '�o r• , Is / • teDr �s \ • SWC 9. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, z / d ��� 1. SURVEY OF EXISTING CONDITIONS PREPARED BY KPFF. SOME WORK HAS I- l I / .- "D St OCCURED SINCE THE SURVEY WAS COMPLETED AND IS SHOWN ON THE PLANS FRAMES AND COVERS, ETC. TO FINISHED GRADE. a I• L _ _ 5 +e . AS DESIGNED FOR CONTEXT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD I °� TEM'LEiOM1E`FME"'"ST OOL 1 QD Co R' co 10. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES ' '�I'� add Marrpe > = VERIFICATION OF ALL SURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR (WATER, GAS, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW 4r < ' > > a il ESTABLISHING RIGHT-OF-WAY LINES, SLOPE EASEMENTS, AND ALL HORIZONTAL GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT • ° ty rD 0 l AND VERTICAL CONTROL PRIOR TO CONSTRUCTION. OCCURS. a . SW Sattler St SW Sattler St SW Saltier St SW Sattler St SW M Fr .• ■ • SW Hocxdview Dr SW 13raebtxrr 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE 11. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE FOR STAKING WITH A LICENSED SURVEYOR. STAKING WILL BE REVIEWED BY a ARCHITECT FOR CONFORMATION TO DESIGN PRIOR TO CONSTRUCTION. INSTALLATION OF GAS, ELECTRICAL, POWER, AND TELEPHONE SERVICE. a.• t ‘-• rt--7 SW Lodi L i 3. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE UNLESS 12. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SW Bellflower St OTHERWISE INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND a 416° a/ - N WALLS AND DOORS. SUBMIT TO ENGINEER AND ARCHITECT. IF SW Plpperi Ln Sil ohwitk 13. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TOIP it ,1411,14, e°ifIII I Ute�' SIN Nigh �._, ,_ The Churc Of R ? "Ci A .1,Is,.,, ,F 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION SECTION � ADEQUATE SHORING BRACING, TIES, AND SUPPORTS SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING ALL PHASES OF CONSTRUCTION. 00490, "WORK ON EXISTING SEWERS AND STRUCTURES". GENERAL SITE ARRANGEMENT VICINITY MAP i 4. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIE AT THE LOW POINT OF SCALE: 1" = 150' ) of T�padurri Control 5. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED BY SCALE: 1" = 500' To Schedule Inspections: CONSTRUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED SMOOTH THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN (503) 639-4175 AND RETURNED TO ORIGINAL EXISTING CONDITIONS. DISTURBED LANDSCAPED CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE MIM!inspection: AREAS SHALL RECEIVE BARK DUST AND REPLACEMENT PLANTINGS. DISTURBED FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. Poor Yafooting inspection LAWN AREAS SHALL BE HYDROSEEDED TO REPLACE NATIVE COVER. DISTURBED Final inspection: GRAVEL SURFACING.AREAS SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK 15. BASEDLONNCOORDIN AND TES, DIMENSIONS ANDSHALL BE KBEARINGS ED BY A TO CLEAR ON THEUALIFIED O PLANS. ABBREVIATIONS SHEET INDEX Prior toflnaibuilding inspection CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF OREGON. - 6. ALL DITCHES, SWALES, GUTTERS, CONVEYANCE PIPE, DRYWELLS, ETC. SHOULD BE AC ASPHALT CONCRETE MIN MINIMUM NOTICE TO EXCAVATORS: SHEET 16. PROVIDE SHOP DRAWINGS FOR SITE UTILITIES THAT INCLUDE SITE CIVIL, SHEET TITLE AD AREA DRAIN N NORTHING CONSIDERED ACTIVE STORM CONVEYANCES UNLESS OTHERWISE INDICATED. APPROX APPROXIMATE OF OUTFALL ATTENTION: OREGON LAW REQUIRES YOU NUMBER CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STORM WATER DRAINAGE AND ELECTRICAL, AND DATA LINES, CONDUIT, AND VAULTS TO ILLUSTRATE NO TO FOLLOW RULES ADOPTED BY THE CONFLICTS. REFINEMENTS TO UTILITY LAYOUT AND DIRECTIONAL BORING BLDG BUILDING OVH/OH OVERHEAD C0.0 COVER SHEET DEWATERING OF WORK AREAS DURING CONSTRUCTION. OREGON UTILITY NOTIFICATION CENTER. ALIGNMENTS CAN BE CONSIDERED, PROVIDED THAT LATERAL SERVICE CB CATCH BASIN P/L PROPERTY LINE THOSE RULES ARE SET FORTH IN OAR CONNECTIONS CAN BE ACCOMMODATED AT THE MODULAR UNITS, AND MINIMUM CL CENTERLINE PP POWER POLE C2.1 PORTABLES SITE PLAN 7. DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR SEQUENCING 952-001-0010 THROUGH OAR CONSTRUCTION IN A MANNER TO MINIMIZE IMPACT ON OPEN EARTHWORK AND PIPE SLOPE OF 0.5% IS MAINTAINED ON GRAVITY LINES. CO CONC. CLEANOUT CONCRETE P.U.E PVC PUBLIC UTILITY EASEMENT POLYVINYL CHLORIDE 952-001-0090. YOU MAY OBTAIN C2.2 TEMPORARY PARKING LOT SITE PLAN COMPACTION OPERATIONS. COTO CLEANOUT TO GRADE RD ROOF DRAIN CENTER.COPIES OF THE RULES BY CALLING THE C3.1 PORTABLES GRADING PLAN 0 CP CONTROL POINT 8 . ALL EXISTING MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. IF ANY SURVEY NOTES DIP DUCTILE IRON PIPE R.O.W RIGHT-OF-WAY (NOTE: THE TELEPHONE NUMBER FOR C3.2 TEMPORARY PARKING LOT GRADING PLAN U MONUMENTS ARE DISTURBED OR DESTROYED DURING CONSTRUCTION, 1. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY E FASTING S SLOPE (FT/FT) THE OREGON UTILITY NOTIFICATION C4.0 UTILITY PLAN m CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR TO A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON EXIST./EX EXISTING SDMH STORM DRAIN MANHOLE SD STORM DRAIN CENTER IS (503)-232-1987}. C5.0 DETAILS Q RESTORE THE MONUMENT TO ITS ORIGINAL CONDITION AND FILE THE NECESSARY COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE FDC FIRE DEPARTMENT CONNECTION SURVEYS AS REQUIRED BY STATE LAW. PLANS. FG FINISH GRADE SHT SHEET POTENTIAL UNDERGROUND FACILITY OWNERS C6.1 PORTABLES EROSION AND SEDIMENT CONTROL PLAN SS SANITARY SEWER 9. COMPLETELY COVER ANY SOIL STOCKPILES WITH 6 MIL BLACK PLASTIC AND FH FIRE HYDRANT SSMH SANITARY SEWER MANHOLE r C6.2 TEMPORARY PARKING LOT EROSION AND SEDIMENT CONTROL PLAN 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE END FOUNDATION r PROVIDE RESTRAINTS TO HOLD PLASTIC IN PLACE. MONITOR PLASTIC COVER AS ST STREET Dig . 00 HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEETS G GUTTER C6.3 EROSION AND SEDIMENT CONTROL DETAILS i PART OF CONTINUOUS EROSION CONTROL PLAN. PLACE SILT FENCE COMPLETELY STA STATION �, C2.1 FOR PROJECT CONTROL INFORMATION. GB GRADE BREAK m AROUND STOCKPILE.Nr) GL GAS LINE STD STANDARD Call the Oregon One Call Center A1.0 CODE SHEET 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE TC TOP OF CURB 1-800-332-2344 El SYMBOLS, LEGENDS, Sc ABBREVIATIONS - ELECTRICAL o 10. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE GV GATE VALVE TG TOP OF GROUND IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CLEAN WATER SERVICES VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO HP HIGH POINT TP TOP OF PAVEMENT E2 SITE PLAN - POWER 7BEGINNING CONSTRUCTION LAYOUT. 1- STANDARDS FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES IE INVERT ELEVATION TYP TYPICAL o INV INVERT EMERGENCY TELEPHONE NUMBERS E2A PORTABLE 6 - COMPUTER LAB CONVERSATION - POWERE AND DATA SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED W WATER _ 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - IRR. IRRIGATION . NOTIFY THE CIVIL LP LIGHT POLE WV WATER VALVE VE NW NATURAL GAS E2B ONE-LINE DIAGRAM - ELECTRICAL 0 SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE DIMENSIONS SHALL HOLD OVER COORDINATE LOCATIONWV WATER VAUPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY. MH MANHOLE M-F 7am-bpm 503-226-4211 Ext.4313 0 SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. E3 DETAILS - ELECTRICAL Q AFTER HOURS 503-226-4211 E3A SCHEDULES ELECTRICAL m 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING PROJECT CONTACTS PGE 503-464-7777 T1 SYMBOLS, LEGENDS AND ABRREVIATIONS - ELECTRICAL THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND CENTURYLINK 1-800-573-1311 PROVIDING DUST CONTROL AS REQUIRED. OWNER: CITY BUREAU OF MAINTENANCE 503-823-1700 T2 SITE PLAN - TECHNOLOGY p TIGARD-TUALATIN SCHOOL DISTRICT ELECTRICAL ENGINEER: ARCHITECT: CITY WATER 503-823-4874 T2A TYPICAL PORTABLE TECHNOLOGY PLAN 12. RESTORE DISTURBED AREAS FROM UTILITY TRENCHING AND AFFECTED AREAS 6960 SW SANDBURG STREET PAE ENGINEERS DOWA VERIZON 1-800-483-1000 1ALONG NEW ASPHALT AND GRAVEL SURFACING TO MATCH GRADES AND BLEND TIGARD, OREGON 97223 522 SW 5TH AVENUE, SUITE 1500 907 SW STARK STREET T3 TECHNOLOGY DETAILS IN WITH ADJACENT LANDSCAPING. TEL: 503-431-4016 PORTLAND, OREGON 97204 PORTLAND, OREGON 97205 • i CONTACT: DAVID MOORE TEL: 503-226-2921 TEL: 503-226-6950 CITY OF TIGARD ,� �� COPY o CONTACT: MICHAEL LOPEZ CONTACT: REBECCA GRANT �EVIE D FOR CODE COMPLIANCE CML0 ENGINEER/PROJECT MANAGER: Q T KPFF CONSULTING ENGINEERS PROTECT MANAGER: Appraved; ul m 111 SW FIFTH AVENUE, SUITE 2500 DAY CPM OTC• CITY OF TIGARD 1- Approved by Planning 0 PORTLAND, OREGON 97204 12745 SW BEAVERTON RD, #120 Pcrtnit #• t ', 0 l�'� � 3,1c1 1� o in TEL: 503-227-3251 BEAVERTON, OREGON 97005 n, �� Date: - -- o CONTACT: PAUL DEDYO TEL: 503-641-4100 7 Address: oT ,FI �W r - CONTACT: SHAWN CHRISTENSEN Suite #: Initials: -- 0 �� Y.) By. Date: ( Y3'�eoriftft02!19/19 JOB No.: 1700395 -'9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. NI m o � cRE1) PROFFS/ ,,..m) i ��� a� N FF foy9 DESIGNED BY: J. ADAMS TTSD MODULAR CLASSROOMS - PHASE 2 0 `` 79701PE l DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY { OF PERMIT ZWif 'Tiff ����- f CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON THE ISSUANCE OF A PERMIT 111 SW Fifth Ave„ Suite 2500 DIGITALLY SIGNED C 0 0 0 CLi oOREGON DATE: 12/10/2018 Portland,, OR Ave,, 0:503.227.3251 BASED ON CONSTRUCT4 ,o 1. 1a, 2a abuck DOCUMENTS AND OTHER L E F: 503.224.4681 �U 41 ,tO .� www.kbff.com 4 ,�O PLOTTED BY: U� MA RK RIO) COVER SHEET DATA SHALL NOT PREVENT SHEET1 15 OF N DWG NAME: 1700395-COV.dwg THE CODE OFFICIAL FROM RECORD NO. Ulli REVISION DATE DESCRIPTION BY EXPIRATION DATE: 12/3]/19 I TAB NAME: C0.0 REQULRLNG THE CORRECTLO 1700395-XX QF ERRORS. DSSC 105.4 ° 110k. ` F oGfO \\\\\ / . • � c y 36' o 1 oo • o�o a / a., r II I 2� OH.. : _ 'N28"1 ' I ♦ s - , • 111 5 , ' . '• ' . •.• .. .�' •- — — — — I — — I — — — — �� ' : ' ' • 19+00 18+00 17+00 I— c - ��� — Q a C 0 0 0 H i c� 'o q / • p a 10 r� 9 illi yG i� 128' t C 0 - i r i 110 I t r3 2' � �J.t L 11117 �-� /2\k0 0�s 4 Jill 0 i ii, 10 . . . . , ` Ili • �5 WORK COMPLETED 21kJ"• 4 _ .:� . . 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MODULAR CLASSROOM AND THE RAMPS, STAIRS, AND DECKS 1 PROVIDING ACCESS ARE OWNER FURNISHED AND INSTALLED i ASPHALT PATHWAY C5.0 4 MATCH EXISTING PATH INSTALLED DURING BY SUPPLIER. PREVIOUS PHASE. CONTRACTOR TO FILED VERIFY POINT OF CONNECTION. 4. GRAVEL BASE PADS ARE SIZED TO ACCOMMODATE n •j•�•jj��������� STUDENT PATHWAY 5 5 STUDENT PATHWAY FOUNDATION COMPONENTS FOR MODULAR UNITS AND •• •••• •• • c5.0 ASSOCIATED ACCESS RAMP, STAIRS, AND DECKS. c 0 ETD - 5. FINAL CONFIGURATION OF RAMPS, STAIRS, AND DECKS MAY o # MODULAR CLASSROOM ID VARY TO MEET ADA ACCESS REQUIREMENTS. o P=CLASSROOM 6. MINOR ADJUSTMENTS TO GRAVEL BASE PAD SIZE MAY BE R=RESTROOM REQUIRED IN COORDINATION WITH MODULAR BUILDING INSTALLER. (./) 0 C CONSTRUCTION FENCE 7. PROTECT EXISTING TRACK SURFACING FROM DAMAGE DUE TO CONSTRUCTION ACTIVITY. U O , H o i n T I- 03 Ln a i'') 0 Li-j 0 r-, ÷-, O 02/19/19 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. c.i in )°— RSD PROre JOB No.: --- Q\ rm � �� y N 5% DESIGNED BY: J. 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RIM= a_ IE IN = XX.X - ' STRUCTURE INFO (WHERE APPLICABLE) 0 IE OUT = XX.X a % PIPE LABEL E UTILITY LENGTH } UTILITY SIZE UTILITY LEGEND o XXLF - XX" XX •UTILITY TYPE STORM LINE 1 S=X.XX% - SLOPE (WHERE APPLICABLE) ELECTRICAL CONDUIT U • n I- a 1 c >, i- Lc O- O• �j O / 0 42/19/19 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. ON i j 1 � c PROre JOB Na.: - n 9N �� I h ��Ss,py DESIGNED BY: J. ADAMS TTSD MODULAR CLASSROOMS - PHASE 2 o 7.,:" 797..=.7 _,01pCP�` 9� DRAWNBY: R- CADUATWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS z CHECKED BY: P. 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Iiiiiiiiii= lII S 4„ \ lfllllll= lil , ri COMPACT SUBGRADE / �_ I I I� /� F-- 0 f T NOTE: w m 1. 10 GAGE STEEL PLATE, BITUMINOUS COATED, AS MANUFACTURED BY GIBSON it STEEL BASINS OR APPROVED EQUAL. AREA DRAIN LI-) a� , 4 a SCALE: NTS 7 i o O 1 P 02/19/19 JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. iN c,3 . c, I N F, go, DESIGNED BY: ADAMS TTSD MODULAR CLASSROOMS PHASE 2 c``' qr S r 79701 PE DRAWN BY: R. CADUA C5 . 0 TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS 1. ���_yr CHECKED BY: P. DEDYO ill SW Fifth Ave., Suite 2500 DIGITALLY SIGNED CITY OFTIGARD, OREGON Portland, OR 97204 12/10/2018 a _oIIII OREGON DATE: o:sa3.zz7.3zs1 �` � F: 503.224,4681 ✓V 4\ p PLOTTED BY: rnwwww.kp 244 �40a MARK o�a� abuck DETAILS SHEET 7 OF 15 N DWG NAME: 1700395 DTLS.dwg RECORD NO. 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DISCHARGE POINT FROM THE FIELD SITE IS SOUTH TO THE 400/,:',_. .. � o_/ / _ - - - --- 165 — EX. CONTOUR MAJOR CONVEYANCE SYSTEM THAT ENTERS THE PUBLIC STORM ro 0 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE SYSTEM AT THE EAST EDGE OF THE TEMPLETON ELEMENTARY o 164 MINOR CONTOUR (FG) CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING SCHOOL. i OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE 0 165 MAJOR CONTOUR (FG) CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND 6. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE J APPROVED AND PERMANENT VEGETATION/LANDSCAPING IS OF SEDIMENTS. CONTRACTOR USE CAUTION AND PROPERLY o_ / ESTABLISHED. DISPOSE OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY COI IP STRAW WATTLE C6 3 SEDIMENTS FROM LEAVING THE PROJECT LIMITS. / 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE - ..._--.0„.. DRAINAGE FLOW DIRECTION (EX) CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND m GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE 1 Iftr'► DRAINAGE FLOW DIRECTION (PROP) THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE D Q �� WATER STANDARDS. �1�14 INLET PROTECTION C6.3 I U D 7 _a a I Oa I— I LoLO0- v.) d p t` cn 02/19/19JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. o 4`J,..$) �tEG PROFFS N in/� �`� k N `r/0 DESIGNED BY: J. ADAMS 0_--, �� �� FF yy TTSD MODULAR CLASSROOMS - PHASE 2 ” 79701 PE DRAWN BY: R. CADUA / TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS Z 4riv` kpffP111 SW Fifth 9Ave., Suite 2500 G DIGITALLY NEo CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON C6 • 1 O 503.2207 325104 OREGON DATE: 12/10/2018 t- U_ F: 503.224.4681 •iUi 0 4 PLOTTED BY: abuck to www.kpff.com .'IU/ MARK ac.' PORTABLES EROSION AND SEDIMENT CONTROL PLAN SHEET 8 OF 15 NLIP DWG NAME: 1700395-ESCP.dwg RECORD NO. 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SCALE 1INCH = 20 FEET • — - - - - - � — — _ � . . •• • • • • - • • 20 20 40 Cd — — _ _ _ _ - _ - - - EROSION CONTROL LEGEND SHEET NOTES _ — • - - - \ LIMITS OF DISTURBANCE SHOWN 1. APPROVAL OF THIS EROSION/SEDIMENTATION 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 N _ ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF AND INSPECTIONS. IN164 EX. CONTOUR MINOR ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, ,�, \ \ UTILITIES, ETC.). 5. DISCHARGE POINT FROM THE FIELD SITE IS SOUTH TO THE to \ + — 165 — EX. CONTOUR MAJOR CONVEYANCE SYSTEM THAT ENTERS THE PUBLIC STORM o 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE SYSTEM AT THE EAST EDGE OF THE TEMPLETON ELEMENTARY 0 164 MINOR CONTOUR (FG) CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING SCHOOL. i OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE 0 165 MAJOR CONTOUR (FG) CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND 6. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE APPROVED AND PERMANENT VEGETATION/LANDSCAPING IS OF SEDIMENTS. CONTRACTOR USE CAUTION AND PROPERLY CI ESTABLISHED. DISPOSE OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY SW 1j�j�jtj�6 j j j j j j44jj STRAW WATTLE C6 3 SEDIMENTS FROM LEAVING THE PROJECT LIMITS. 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE —ix- DRAINAGE FLOW DIRECTION (EX) CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND L GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE ....040.- DRAINAGE FLOW DIRECTION (PROP) THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER D THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE pg.*, WATER STANDARDS. INLET PROTECTION C5.3 i U 1— O i O T UJ m I— I— E ,o a .1- 0 L.6 0 6 % - - - (-.:-) 02/19/19 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. �Ep PROF JOB No.: Q\ \�c\I in �� 1 N �`r/O DESIGNED BY: J. ADAMS iN �v FF by TTSD MODULAR CLASSROOMS - PHASE 2 `` 7g 'o- pf P DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMI NTARY SCHOOLS n n ��-G-�` �� CHECKED BY: P. DEDYO CITY OF TIGARD OREGON 111 SW Fifth Ave., Suite 2500 CIGITALLY SIGNED -6 WP 0IIIII12/10/2018 -- Portland OR 97204 OREGON DATE: C6 • 2 0:503.227.3251 !0, �� abuck �` 6:7,' F: 503.224.4681 �U o� PLOTTED BY: x Ull WWW.kp °°m 4?/14/MA �� goy TEMPORARY PARKING LOT EROSION AND SEDIMENT CONTROL PLAN SHEET OF15 1700395-ESCP.dw RECORD NO. N h1a R� DWG NAME: 9 REVISION DATE DESCRIPTION BY 1 EXPIRATION DATE: 12/31/19 I TAB NAME: C62 1700395-XX J O 7:, \r-- 0 6 olivt O a •, Z� l -.e.,--or--4.-41-11-- - If� l �� �� �0 � l_ �� l •e�J���_� � � r� A ► �` ' �'R+\;��l �:�i -..•-,7•...-4,...-0,--.. ......-l1��+'h� , t= � �f / ��1 \ lh.A . � � lr...--x-e• r 2 . . R� i '�1= RhRr:A � �� .. : q',�bi-.x . WOOD STAKE =� l � ; y014O. � N il"li 'air,. �+ �. dbR+ !.."! � 04/1��-l -.0-l�61k �pk-raelf:ri��! "J���SpK.b.sA ..-U-- 0 ,yp ! - + fr/l./ .!:d_1- 10 PI,-AlA. 'r- '.4.F10.41001. `/ r �+��'�Ii1� ! - ' % i!�i� ADJACENTROLLS0 �+l ,--0943-0--- SHALL TIGHTLY .0 � -7e10�57 y0� —i '7_ " ;"1� �`f' 4,-0-r- ABUT ,– �=-7t _f% ,° c ' des .�zr�, �r d,rsf„ r -10- f -7 O _ t .n��. t ' t __ lr � J —:f�;J 0 ...,,,,,,,h-...:ill�'li�,�. l :l� i51r�n ...---0;.--,-04-715-170-- 00,---:0!--- ' �f=! ._-j�, 1 , ? � .---: R:+v 1; lj!%��0� 1 .1! 0 �� 1til -'. t'1li- �_y�� ��j: � (1`� •0 11.- J ,. =',: * PLAN VIEW WOOD STAKE (1” SQ. MIN.) STRAW WATTLE (8"-10" DIA.) INBED WATTLE 3"± INTO i7' �ij g�`'% ` :; EXISTING GROUND SURFACE ' ! •• ` TO PROVIDE CUTOFF .:zA.;•; EXISTING SLOPE r \\ SECTION 'A' NOTES: 1. STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS. 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 0 RYE STRAW NOT PERMITTED. STRAW WATTLE ON SLOPE , SCALE: NTS 2 EACH FOAM DUMP STRAP C\ EXPANSION RESTRAINT (Z" NYLON ROPE, IF ...... .. ...... .. 2" FLAT WASHERS) .. ..... .. .. .. ,.. ...... DUMP STRAP a - o BAG DETAIL 1" REBAR FOR BAG %AL REMOVAL FROM INLET —® / V,W1.,t \\�. (0 \ .4 tfr.aR�lI,iVN1�t,.1- �7 � �t�t5,l\*ti1�il�tlti�fl`ilt�lt�t,it`i,`it��� \ A.tall'�,,V,,.11 t1A etx.i '� U REGULAR FLOW �;-� •,•ra`:,';,:^' . ' % • Q SILTSACK® ;."� ' ,I., DUMP STRAP v h9: J £p�` aD I o_Lu a cn as V, a �O�`,i 0 ' 111111110111*. fc da d l'072, O 4 0_ -�7 '•4d a. Id'a dd 0 • , a Ua ao. ' uJ ;': q 4 a. Ed NOTE: a 1. DO NOT USE HIGH FLOW INSERT BAGS. 0 1 c1 7 I INLET SEDIMENT PROTECTION • c) SCALE: NTS 1--• o I Th T m 1 EQ �• `i. or; a _ % o 02/19/19 1700395I 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. - CS)- ����?Race JOB No.: O �,,V� 4.C, y N �F�/��9( DESIGNED BY: J. ADAMS R. GAD�IA TTSD MODULAR CLASSROOMS - PHASE 2 ri 79701 PE DRAWN BY: TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS I �-�-�- �"��� CHECKED BY: P. DEDYO Z ° 111 SW dF10R 97Z045uite 2500 CIGITALLY 5IGNED 12/10/2018 CITY OF TIGARD, OREGON C6 • 3 �, OREGON DATE: _o F0:503.227.3251 : 503.224.4681. •• IIN 'Tiff ��l 1 abuck SHEET OF i co www.kpff.com q y ,� • '°' � ° PLOTTED BY: EROSION AND SEDIMENT CONTROL DETAILS 10 15 V-1 �4 MA RK ��� DWG NAME: 1700395-ESCP-DTL`dwg RECORD NO. [ di 1x EXPIRATION DATE: 12/31/19 I TAB NAME: C6.3 1700395-XX ` REVISION DATE DESCRIPTION BY