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Plans PLM2O18-00106 ---0Lx\ q. 1 - (_ 11 \LATLsC S ew-e_? - IIIIII 1 1 I I II I III I III II I I IIMMI=IMI 1 1 1 I 1 I III III II 1111111 1 1 I I MILLI I ATILT III I I II I_ TTSD MODULAR CLASSROOMS TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS TIGARD OREGON GENERAL SITE NOTES GENERAL UTILITY NOTES r ' �� °® , Mart i 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM RECORD ='- 7 Aye Edgewond St GW Edc1e�•�crd St r o .v� .: .Fra•° d v u u l+ COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. DRAWINGS AND INTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND ARE ;� Qk 0 a , SI4 P's CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND BECOMING FAMILIAR SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. CONTRACTOR SHALL _ °op a � I 0 WITH THE SITE CONDITIONS PRIOR TO BIDDING. VERIFY ELEVATION SIZE AND MATERIAL OF ALL UTILITIES PRIOR TO COMMENCING API "'` ° CONSTRUCTION. �� ° 4 °� 3M�� I SW Hillview St ' 2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE INTO 4' �° .91111 �_'� oo .: •. •• `co Q oo SI{ EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING ` n ' -/d o o Thrift Store GENERAL DESIGN ELEVATIONS FOR NEW CONSTRUCTION PROVIDE PROPER CONDITIONS IN THE FIELD dt.rUt t. BEGINNING CONSTRUCTION UNDER THIS b *\ : / o of o '' Ls Q PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN POINTS. REPORT SECTION OR ANY OTHER SECTION. = ` �` `° e , Y C7 �, a_ ° ° / SW McDonald St SW McDonald St SW McDonald St SW McDonald St SW McDonald St SW McDonald St DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. o e -- 3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW 2, 0 o 3. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY INSPECTOR(S). EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE i ' N l o w NIRAPROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, OR ..� ! PROJECT SITE CONTRACTOR SHALL NOTIFY CITY INSPECTOR(S) 72 HOURS PRIOR TO START OF D • s o. 2 FITTING REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR IS RESPONSIBLE " t ® "� Hall Bo levard CONSTRUCTION. O �;' , Q > - FOR PROVIDING A COMPLETE AND WORKING SYSTEM. : , GQ ,0 °°\Q. • ; a `� Baptist Church 4. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL Q -r f 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 TWALITY ••.. 1e' OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR z I � `'! -,0.,:.-- OREGON Mcut�t� SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. W � ' 41 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF QIP MIDDLE % !i\ SIM THE RULES BY CALLING THE CENTER. NOTE: THE TELEPHONE NUMBER FOR THE = SCHOOL 4:, - SW Grea1'�v,. 5. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR SHALL ( ., ! a ° !i OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 . EXCAVATORS MUST / LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE ) �' '4� CAUSED BY THE CONTRACTOR SHALL BE RESTORED TO AN "AS GOOD OR NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES - i �, 0. ` IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS BUT NOT MORE 1 . �`. , is. a 11! r 0 a ! `, * 4 BETTER" CONDITION. THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES ��� • o ++r` MAY BE ACCURATELY LOCATED. x 5t S � Inez Sir friNZ at 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE ' n %--%) � i'° o SW Inez CONTRACTOR AND HIS CREW. ALL OSHA REGULATIONS SHALL BE STRICTLY I,ntlitl �' � .r . `°oe • o o =- i'rr ADHERED TO IN THE PERFORMANCE QF THE WORK. 5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND � � ria � :,- ,,�,,�- o -0 9 y �i T- + ItS:: STRUCTURES LOCATED ON THE SITE. LOCATE, PROTECT, AND AVOID DISRUPTION �. ��� � � ,� e �„ • - OF ALL ABOVE AND BELOW GRADE UTILITIES DURING CONSTRUCTION. Mi �' ,,,y a '� ° () SW Pernbrook St 7. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT e j .i. �, _�_._/'�� ro o �' 0:" CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM TO THE ���_ -• TCM LETON o •,` _ `_ AA' OF TIGARD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. I, a SW Plnr?braa3c Dr SW lIrlebrcxxk Dr LATEST EDITION OF THE OREGON PLUMBING SPECIALTIES CODE. ALL UTILITY 0/ % ELEMENTARY A " /o CONSTRUCTION WITHIN THE PUBLIC UTILITY EASEMENT SHALL CONFORM TO THE -rSCHOOL 'f' /`� _..__ SW Murdock St SWMurdock St 8. PROVIDE TEMPORARY MEASURES TO PROTECT EXISTING TRACK FROM DAMAGE DUE STANDARD REQUIREMENTS OF THE CITY OF TIGARD. TO CONSTRUCTION ACTIVITY. ANY DAMAGE TO TRACK SUBGRADE OR TRACK ,r, t ipll : /�, �c!1�' /� tn �SW MURDOCK STREET � e �� 1 1 � � / m (D___ � Jar�s Ternpllete�r��SURFACING SHALL BE REPAIRED TO THE SATISFACTION OF THE DISTRICT AT NO ` .HIT _,.F. �' �, II. , ° 07. ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS NOTED OTHERWISE. io ° o- a ,� Elementary School �I Ila Dr ADDITIONAL COST. 1 • . ►�, 8. ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE s € .1c7.40-.41r 'r'�`' e oo a _ UTILITIES UNLESS OThu\rrl0c INDICATED. °o °� �,� / o P o, +r Or W n S GENERAL GRADING NOTES 9. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, � o ; =11 / g \v / C -Qk-, €�► {" , FRAMES AND COVERS, ETC. TO FINISHED GRADE. d° °' ° o 1. SURVEY OF EXISTING CONDITIONS PREPARED BY KPFF. THE CONTRACTOR IS �'p • r„.y ' ktNrtJrvSIBLE FOR FIELD VERIFICATION OF ALL SURVEY DATA. CONTRACTOR IS o ° �` ady ►�sataq� a. - 10. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES /�� ° �f a , RESPONSIBLE FOR ESTABLISHING RIGHT--OF-WAY LINES, SLOPE EASEMENTS, AND 0 • ALL HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION. (WATER, GAS, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW ' o ' 6 4 ° ° ra ai tb t GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT I ° SW Satter St M LV SW Sattler St SW Settler St aY SW Sattler Si SW S 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE OCCURS. a / Hoodu Dr SW Braeb rr FOR STAKING WITH A LICENSED SURVEYOR. STAKING WILL BE REVIEWED BYc. 11. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE • ° ARCHITECT FOR CONFORMATION TO DESIGN PRIOR TO CONSTRUCTION. INSTALLATION OF GAS, ELECTRICAL, POWER, AND TELEPHONE SERVICE. �. SW Lodi L 3. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE UNLESS 12. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL �• ° I ° I � ‘411a C' SW Bellflower St OTHERWISE INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING \\11...„:„) ° o a c WALLS AND DOORS. SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND a a o- a 0-* SUBMIT TO ENGINEER AND ARCHITECT. 114. a f a p° o p nSW t�lppes� Lrl SV 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. ' * 4 ~` *4"41"j"1 P ° ° _ t-,r� r The Church of o °' 13. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO ' ' o I / '^ `^ '*' i- ,A, . ,s rw.a r4 ADEQUATE SHORING BRACING, TIES, AND SUPPORTS SHALL BE USED TO PROVIDE THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION SECTION PROPER TEMPORARY INTEGRITY DURING ALL PHASES OF CONSTRUCTION. 00490, "WORK ON EXISTING SEWERS AND STRUCTURES". GENERAL SITE ARRANGEMENT VICINITY MAP 5. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED BY SCALE: 1" = 150' SCALE: 1" = 500' CONSTRUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED SMOOTH 14. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIE AT THE LOW POINT OF AND RETURNED TO ORIGINAL EXISTING CONDITIONS. DISTURBED LANDSCAPED THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN AREAS SHALL RECEIVE BARK DUST AND REPLACEMENT PLANTINGS. DISTURBED 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 PLANS. APPROX APPROXIMATE OF OUTFALL OREGON UTILITY NOTIFICATION CENTER. 6960 SW SANDBURG STREET 12745 SW BEAVERTON RD, #120 SWALES, GUTTERS CONVEYANCE PIPE, DRYWELLS, ETC. SHOULD BE CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF OREGON. BLDG BUILDING OVH OH OVERHEAD THOSE RULES ARE SET FORTH IN OAR 6. ALL DITCHES, / TIGARD, OREGON 97223 BEAVERTON, OREGON 97005 CONSIDERED ACTIVE STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CB CATCH BASIN952-001-0010 THROUGH OAR P/L PROPERTY LINE TEL: 503-431-4016 TEL: 503-641-4100 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STORM WATER DRAINAGE AND 16. PROVIDE SHOP DRAWINGS FOR SITE UTILITIES THAT INCLUDE SITE CIVIL, CL CENTERLINE PP POWER POLE 952-001-0090. YOU MAY OBTAIN CONTACT: DAVID MOORS CONTACT: ANGELA CAFFREY DEWATERING OF WORK AREAS DURING CONSTRUCTION. ELECTRICAL, AND DATA LINES, CONDUIT, AND VAULTS TO ILLUSTRATE NO CO CLEANOUT P.U.E PUBLIC UTILITY EASEMENT COPIES OF THE RULES BY CALLING THE CONFLICTS. REFINEMENTS TO UTILITY LAYOUT AND DIRECTIONAL BORING CONC. CONCRETEPVC 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 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 THE OREGON UTILITY NOTIFICATION KPFF CONSULTING ENGINEERS DOWA R.O.W RIGHT-OF-WAY 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 5 I Ktt f E EASTING SD STORM DRAIN PORTLAND, OREGON 97204 PORTLAND, OREGON 97205 8. ALL EXISTING MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. IF ANY EXIST. EX EXISTING TEL: 503-227-3251 TEL: 503-226-6950 � SDMH STORM DRAIN MANHOLE POTENTIAL UNDERGROUND FACILITY OWNERS o MONUMENTS ARE DISTURBED OR DESTROYED DURING CONSTRUCTION, FDC FIRE DEPARTMENT CONNECTION SHT SHEET CONTACT: PAUL DEDYO CONTACT: REBECCA STUECKER o CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR TO SURVEY NOTES FG FINISH GRADE SS SANITARY SEWER Di ' g Safely. m 1. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY RESTORE THE MONUMENT TO ITS ORIGINAL CONDITION AND FILE THE NECESSARY FH FIRE HYDRANT SSMH SANITARY SEWER MANHOLE /, . ELECTRICAL ENGINEER: Q SURVEYS AS REQUIRED BY STATE LAW. H- END FOUNDATION A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON ST STREET PAE ENGINEERS G GUTTER Call the Oregon One Call Center SUITE 1500 CITY OF TIGA COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE STA STATION 522 SW 5TH AVENUE, e 9. COMPLETELY COVER ANY SOIL STOCKPILES WITH 6 MIL BLACK PLASTIC AND PLANS. GB GRADE BREAK STD STANDARD 1-800-332-2344 PORTLAND OREGON 97204 PROVIDE RESTRAINTS TO HOLD PLASTIC IN PLACEo . MONITOR PLASTIC COVER AS GL GAS LINE TC TOP OF CURB Approved by Play PART OF CONTINUOUS EROSION CONTROL PLAN. PLACE SILT FENCE COMPLETELY GV GATE VALVE TEL: 503-226-2921 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE TG TOP OF GROUND CONTACT: MICHAEL LOPEZ Dater 3 l AROUND STOCKPILE. HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEETS HP HIGH POINT TP TOP OF PAVEMENT EMERGENCY TELEPHONE NUMBERS ryJ 6 IE INVERT ELEVATION Initials: C2.1 FOR PROJECT CONTROL INFORMATION. TYP TYPICAL 10. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE INV INVERT W WATER NW NATURAL GAS SHEET INDEX IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CLEAN WATER SERVICES IRR. IRRIGATION 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE WV WATER VALVE M-F 7am-6pm 503-226-4211 Ext.4313 Sheet i STANDARDS FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES LP LIGHT POLE AFTER HOURS 503-226-4211 VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO O SHOWN IN THESE PLANS ARE TiE MINIMUM REQUIREMENTS FOR ANTICIPATED MH MANHOLE Number Sheet Title J BEGINNING CONSTRUCTION LAYOUT. PGE 503-464-7777 j SITE CONDITIONS. DURING THE ..UI is I NJCTION PERIOD, ESC FACILITIES SHALL BE CO Cover Sheet o UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT CENTURYLINK 1-800-573-1311 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - C2 Site Plan SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. CITY BUREAU OF MAINTENANCE 503-823-1700 DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL C3 Grading Plan 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 C5 Details I - PROVIDING DUST CONTROL AS REQUIRED. a - - C6 Erosion and Sediment Control Plan 0 12. RESTORE DISTURBED AREAS FROM UTILITY TRENCHING AND AFFECTED AREAS CSA Erosion and Sediment Control Details ALONG NEW ASPHALT AND GRAVEL SURFACING TO MATCH GRADES AND BLEND A1.0 Code Analysis ci} IN WITH ADJACENT LANDSCAPING. CITY OF TIGARD Fl Classroom Foundation Plan & Details Approved XIF1A Restroom Foundation Plan & Details Conditionally Approved /[ ] R1 ADA Ramp Plan & Details ci See Letter to: Follow [ I R2 ADA Ramp Plan I- 12 Number: PLM [ j E1 Symbols, Legends & Abbreviations ]PerinitNumber: a01): -1d0 iU E2 Site Plan - Power o ' Address: 14650 5.<j, cy 7 4v-R-- m By: 1)� Date: 3-- rt-/8 E2A One-Line Diagram - Electrical 1 Lnrn E E3 Details - Electrical 0 o S. � ' �` '�5 E3A Schedules - Electrical o o ADD-03 %o - oo ADD-03 1 3/9/18 J ADDENDUM 3 MODULAR CLASSROOMS // Issue Date : 03/09/2018 o I/ PROF EssJOB No.: 1700395 I 9500 SW MURDOCK,TIGARD,OR 97224 • 00 ,eow-..,, „...N) c, r, i N �r �O DESIGNED BY: J. ADAMS tt• C&- `�� �'� y9f R. CADUA TTSD MODULAR CLASSROOMS ADD-03 ) 79701 PE DRAWN BY: TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLSr 0 Z -, �`' CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON 111 SW Fifth Ave., Suite 2500 Portland, oR 97204 OREGON DATE: 03/09/2018 � 0 0:5U3.227.3251 ' iia F; 503.224.4681 ,G1 fU, t4�� Q PLOTTED BY: PDedyo COVER SHEET Orr��.r, COPY SHEET 1 OF X www.kpff.com 4 Qy riJ f MARK �� DWG NAME: 1700395-COV_dwg RECORD NO. REVISION DATE DESCRIPTION BY EXPIRATION SATE: 12/31/2019 I TAB NAME: CO 1700395-XX I I I I III I III I II I I I II I I I II 1 111I I -I I I I III I I III I ii I I I I I I I I 1 II I I I I III I 1 1 1 1 1 1111111111 I l 1�'' "►�l 111111 I I l 1111 111111 II a j�\\111 I I I 1` 11 1_,M"."1 l 1111 111Ill\�� ��a/ / �a �` - - V /11ILQ„ ,,h: , _ � yCO '4. 113 I 1111111 0 0 0 1-- 0. F 0 $11 jilt 01 Ell TWALITY MIDDLE SCHOOL 4 m 11. AUXILIARY GYM 114. its r fl A ilk _ _A\ \ \\,\\\\\\\\\\\\\\\\\\\\,\\\\\\\\\\\\\\\\\\\\ni \", , o _ 30.06' 36' _ = 18' 36' - - 18'--�--22' N=132431.94 • ! FUTURE PHASE E=321781.90 N=132467.32 . '. .. '. En - - -- --- - _.-- E=321801.12 ••� .[ ., +.� „. 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MODULAR CLASSROOM AND RESTROOM UNITS, AND THE ASPHALT PATHWAY 1 4 NEW MODULAR CLASSROOM RAMPS, STAIRS, AND DECKS PROVIDING ACCESS ARE OWNER C5.1 FURNISHED AND INSTALLED BY SUPPLIER. 1� 5 RELOCATED MODULAR CLASSROOM o ........««.««..««««.« 4. GRAVEL BASE PADS ARE SIZED TO ACCOMMODATE a «�*«'..� 3 FOUNDATION COMPONENTS FOR MODULAR UNITS AND a . «.«.....:....• RAMP, STAIRS, AND DECKS. ,...................... ASPHALT OVERLAY C5i ASSOCIATED ACCESS -3 5. FINAL CONFIGURATION OF RAMPS, STAIRS, AND DECKS MAY m VARY TO MEET ADA ACCESS REQUIREMENTS. I # MODULAR CLASSROOM ID ° P=CLASSROOM 6. MINOR ADJUSTMENTS TO GRAVEL BASE PAD SIZE MAY BE -100 R=RESTROOM REQUIRED IN COORDINATION WITH MODULAR BUILDING INSTALLER. TREE TO BE REMOVED 7. PROTECT EXISTING TRACK SURFACING FROM DAMAGE DUE TO ED CONSTRUCTION ACTIVITY. I- Q 1 D- 0 cn j; I- I- I E is 8, o ADD-03 N Issue Date : 03/09/2018 ----- a Sao ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS 1 o } ��E� pR�F�s JOB No.: 1700395 9504 SW MURDOCK,TIGARD, OR 97224 ll �\ ���5��� i rr ���%yq DESIGNED BY: J. ADAMS TTSD MODULAR CLASSROOMS _ S 1 �� o .r: 2 79701 PE � DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ADD 03 ) ��.---, - CHECKED BY: P. DEDYO CITY OF TIGARD OREGON l Z 6 1. 111 SW Fifth Ave., Suite 2500 I Portland, oR 97204 OREGON DATE: 03/09/2018 iEi 0l<Pffi 0:503.227.3251 Lt Q F: 503.224.4681 ��L ;1°4- 0� n n n r-� F: 503 f24.46 A9G( ��' OPLOTTED BY: PDedyo SITE PLAN SHEET 2ro OF I'�RK DWG NAME: 1700395-SITE.dwg RECORD NO. N REVISION DATE DESCRIPTION BY ILII I EXPIRATION DATE: 12/31/2019 I TAB NAME: C2 1700395-XX • \ lJ j ` c�. ` r\ X275-r 4d ? 1 111111111111 Illllll�i" "1�11111111111111111111\� . ° , - 275 ~�1�111111111111 ' 1\11 1 till'"' t� \\ \ \111 ' ' �275- f po s'1111YL � - - - - � ( C�. /� -� �_275' / / 1 I,.. s ,111111 a-- 1111 I. fie,\ ...... \ E.:„ �E �\ � � 0, _ ____ �� �\� - _l ! _ �i s;0 s: f Q f tai ,..... . �} \.. ..... O a _ ® } ,, z, ,6 ,„,,,., ...... ........ .... TWALITY MIDDLE SCHOOL \ m ; ,, \\ _.- --- --- \\ r� AUXILIARY GYM r ` ' -- --- - - - -- - \\ Ali it 4 ...' r -- --f '-275- - ---- - --,. 0 -_ .-..- .-.."" ....... 11111111111111111111111111111111111111111111111111 C4`1 \\I\\ /��5/ � �..-- -- 274 - - 274- -- \ `��\ \\\ � MATCH TOP OF a tr // / // `\ \\ \ - 27\--- N CURB ELEVATION Iii = / _ f - - - - �` - ' - \ \ ` l /� r � ' FUTURE PHASE - ® \\ ��`5 273.65 274.20 i �. 274.75 '� . _ -- - \\ /110 Ma --_____ to -,.; .� 275.33 / / N • i ` 1 / \ \ \ 1 4�+';;.;; > 274.90 / ' =' . ` . ' • • • ' III \ / •.••: - 273.570 / _ I r r • f • � ter► •:•••'° y. \ s 275.3.N0,--. , '0 ,/,0 ' / / 274.4` ' ' • • " • �'� J �� `'� �. 74.15 \\ 11 �i�.• / 274.15 ■ r ■ l • • • 1 \ 11 - - \ �= i 274.93 / 1.94. I 1 1 1 MATCH DECK ELEV / i li ig _ ii 1 / I N ' 1 / � +\OF COVERED WALK 1 / \ 1 ?-__ �� v�/' / / / 274.00 _ _ - _ \ 1 1 / �'' 8' WIDE PATH MEETING 1 ( i / `'2 274.38 274.00 , . . • - f - 1 1 1 1 ADA REQUIREMENTS `�" / 1 f r 273 - -,- -r: • i Vii'. 1 1 1 , "` L _ • �i' 273.90 273.90 . 273.90 2„ .. 273.90 •273.90 • I - . - V 27I ! `� T •.n • • • ' • t I 111 l 2 V. 4 ji ...• • • • /[} 1 O1 / : I I / d \ / d �� °Nu - � \\\ 111111I11111I' 11111111111111111111111\I ,.: I \1111111` 11 ` 111',ti ' , 111111111111\111 Q �°, / c8,) p° s' V 7,„,„,„\\,„ %// o s ` � -.. -4 I $ 4 '' ° -____Y - )\\11111 0 0 0 s �� s �� s 0 7A / O ---- TWALITY [55] [SS] [SS] [5S] [55] [M [SS] - ,.4 . 0O MIDDLE = �� •k.� SCHOOL / ,� • ,. \ AUXILIARY GYM � ��� SD CQTG-20 SD COTG-21 SD COTG-22 SD COTG-23 s \%1 / IE 4" OUT 271.86 (SE) IE 4" OUT=272.01 (SE) [IE 4" OUT-272.11 (SE) IE 4" OUT 272.31 (SE) i \\ D �� .Y Zr- ` 33 LI - 4"SD 33 LF -- 4"Sp -33 LF - 4"SD 33 LF - 4"SD \�\ �.,h; e" S=2.24% - S=2.27% 5=2.34% S=2.22% ild \\ \�' 4" STUB TO SD CQTG-24 o i 1111\I I I I\111 I\11111111111111111\11111111111111111 1 I SURFACE FOR IE 4" OUT=272.31 (SE) V✓ II 1 DOWNSPOUT, TYP. 33 LF - 4"SD 4" STUB TO © CONNECT TO EXISTING 8" SANITARY - -' - MANIFOLD OF (5) 1" WATER S-2.00% SURFACE FOR Q4.,, _ IE 6" IN=266.90 (NE) �`' SERVICE LATERALS TO EACH 7 SANITARY, TYP. FUTURE PHASE \ \\,- - 'v„ MODULAR RESTROOM WIN GV ® ] / / . S COTG-27 ® IE 6" OUT=269.27 (SW) / ® ihi `� B 2" GVN. V{r w w w j NU.. T=2AD-13 ,•`i \ \ / S=1.00% C I C -vRr .L. I d ...L.I - II �� �� - . .. .... -1- S=0.50% _ • s ca/ ur - 6"S �; '' 111-\ f " SD AD-14 Th --- t., SD AD-10 J _ S=0.50% ` -- _ IE 4 OUT=271.50 {E) S=0.50% I `�f RIM=272.75 108 LF - 6"w - I -"IV 1 72 LF - 4"SD 1 6,C.. :- � IE 4" OUT=272.12 (NE) I\ ,, 15 LF - 4" HLL SD AD-11 SD COTG-25 , • S=6.57% RIM=273.00 \ IE 4" IN=271.64 (NW) s .�" ' 4�� • `,4 IE 4" OUT=272.00 (SE) IE 4" IN=271.64 (NE) ��^ h ,� �..„ss �\ \ri► •' - [ 3 LF - 4 SD - IE 6" OUT=271.55 (SW) r- - 8"SS�I `�op i ��`� o, lel / / - _ - S-19.82% \ I- -1 - 1IL] I 7 ; ,, ,,, SD COTG-26 \-SD AD--12 a I I .„ / c- IE 4" IN=271.11 (NW) RIM=273.00 7� 0° _____1041:11\74 r IE 6 IN=271.01 (NE) IE 4" OUT=272.00 (SE) '� 1 �{ te .� �, IE 4" IN=271.11 (SW) -�--- 3 LI - 4"SD --- ---- o 1 I � \fil se IE 6" OUT=271.01 (SE) ] \ S=10.11% ] C I 1 // 1 v.,. li ., I1! / .m,11' \ . { �: I \235 LF - 2"W-7 C-I - - - -• - n - -6 1 � 'rG 1 ! I � �� I,�.. - - � L � _ _ _I L_ _ /. - 0 \A ® I. .,„di. I Ii n Dill111111 I I I I I 1 fes] n f I l l l f l ‘ , ,, ..,, . vi,,,ri. . 1 03, 0 J�°•. \ / / O DOWNSPOUT / . +T!� lA STA \ 1.,- SPLASH PAD, u�tr !c! �� ���� \w\ CONNECT TO EXISTING CB TYP. �; cr, / V* rim •. ,ess) ' ----------- .. ?, - .;, „, \ IE 6" IN=270.50 (NW) r �a� .-� P\ �',11&.., ------- ,6' ��2 ` [A3 ,SDI [SD' [SD] sd] [SD [Sol [SD] -[SD] [SD] [SD] [SD] [SD] [SD] [SDI CONNECT TO EXISTING CB 7 " �� \ �; ,2 s IE 4" IN=270.50 (W) s, AN Ji i�,, LpC ' \ i ''c'5) tV \''\ * . . \ 4 0, \ \ ‘0,c,\ 41 • • � t �= • it ° � ` r,,, 0 ' ,, s- ,!1 , 0 \ \ c% 0,* „ 'wf;'e; * it•-,,• ._,,,zt, . a , ‘t4 V ,rs, - 1Yr:wife&- lb.,. 0 1444_,„•0,„~-' A °,, -.k.vgr,... riga . ►` ✓ ✓ / iiir \ 4 it NJ; +il 4 �Aa 10 ) 1p �. �� jy► ,s i „.� y(�r 6= 1p viII SCALE 1 INCH = 20 FEET r.�..r1. ' s4 �► _ `vy'p \\� JO "114 't'4 cr'- '+ 20 0 20 40 2" 0 t` r,------ ----- - filli UTILITY LABEL LEGEND 0 UTILITY KEY NOTES SHEET NOTES 0 m Q STRUCTURE LABEL STRUCTURE TYPE NOTE DESCRIPTION 1. SEE SHEET CO FOR ADDITIONAL GENERAL UTILITY NOTES. -70 UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY CA1.LOUT DESCRIPTION pFTAIL REF. SD STRUCTURE TABLE SEWER, W-WATER, FP-FIRE PROTECTION) AD AREA DRAIN 5/C5.1 1 FIELD VERIFY LOCATION AND IE OF EX LATERAL 2. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL D PRIOR TO CONSTRUCTION BE DONE PER DETAIL 4/C5.1. �1 STRUCTURE TYPE CALLOUT COTG CLEANOUT TO GRADE 6/C5.1 CONNECT TO COLD WATER SYSTEM. SEE PLUMBING o STRUCTURE ID NORTHING FASTING I 1 _.,--ID NUMBER (WHERE APPLICABLE) GV GATE VALVE W PLANS FOR CONTINUATION. SIZE AS NOTED. 3. COORDINATE LOCATION OF UTILITY LATERAL STUBS SERVING XX XX-XXSTUB STUB AD-10 132540.59 321864.62 N=XXXX.XX 1.,_ RESTROOMS WITH MODULAR RESTROOM SUPPLIER. COORDINATE E=XXXX.XX LOCATION (WHERE APPLICABLE) B BORE UNDER TRACK TO PROTECT TRACK SURFACE UTILITY TRENCHING AND LAYOUT WITH PROPOSED ELECTRICAL Q AD-11 132586.15 321887.18 RIM= Roi.-,. AND DATA INFRASTRUCTURE SERVING NEW MODULAR UNITS. IE IN = XX.X � STRUCTURE INFO (WHERE APPLICABLE) ., ons s I! UTILITY CROSSING, PROVIDE 12" MIN. CLEARANCE, 0 AD-12 132634.29 321911.01 IE OUT = XX.X ` 6IdS. Seer C o jju,„I[ d� ii,stQILI a,4 - UNLESS NOTED OTHERWISE. 4. SUBMIT SHOP DRAWINGS TO ILLUSTRATE COORDINATION OF AD-13 132714.68 321950.82 PIPE LABEL 1 )4 ( /V 1" exce1� 100 f(-• C.PSC. 1/q, / UTILITY TRENCHING AND LAYOUT WITH PROPOSED ELECTRICAL AND DATA INFRASTRUCTURE SERVING NEW PORTABLES. m AD-14 132835.19 322010.29 UTILITY LENGTH U. e- �p I P r o ue� n7 a .er,°a.IS' d°o f- uS�e-. Cc� {-�, 0 COTG-20 132567.40 321844.29 UTILITY SIZE r �� I`� i' b ittA, 0`P 5.L. :312 , 3 o COTG-21 132601.26 321861.06 XXLF - XX" XX --•---UTILITY TYPE Cl) COTG-22 132615.79 321868.25 S=X.XX% SLOPE (WHERE APPLICABLE) 7 o CQTG-23 132649.65 321885.02 - T o• o COTG-24 132663.95 321892.10 F-- 0 0 C0TG-25 132649.25 321921.77 rn `�Q COTG-26 132552.73 321873.98 1 E LO N COTG-27 132675.43 321922.74 O o ADD-0 3 or Issue Date : 03/09/2018 8 Noo ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS ��� p r �REd PROFFS JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 %CO r' ' �� G I N E `S/O DESIGNED BY: J, ADAMS ) - �<c, �,t' F� y9r TTSD MODULAR CLASSROOMS ADD-03 79701 PE DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS } Er IIII --�' P. DEDYO Z -6 111 SW Fifth Ave., Suite 2500 .�I CHECKED BY: CITY OF TIGARD, OREGONLs ) Portland, OR 97204 OREGON 0 310 912 0 1 8 6 0:503.227.3251 !U r0 ;'\ , DATE: \ n n n o _ %.= cT_ F: 503.224.4681 OPLOTTED BY: PDedyo SHE T OFNI www.kDff.com 9�E MARK ° UTILITY PLAN 4 N DWG NAME: 1700395-UTIL.dwg RECORD NO. REVISION DATE DESCRIPTION BY I ExPIRATION DATE: 13/3/12019 I TAB NAME: C4 1700395-XX , MEDIUM DUTY 15"t —3" 1/2" DENSE GRADED SQ. TRAFFIC GRATE. LEVEL 2 HMAC TOP OF PAVEMENT RIM=PER PLAN 3" MIN 8" MIN COMPACTED (WHERE SHOULDER BASE COURSE APPLICABLE) TOP OF GROUND WIDTH 1"-I (WHERE APPLICABLE) PER PLAN I I ��- I EX. GRADE J�: ::::`:•:::: I II II II — II I it � , -—1,1,1,„ /opO °-� ODODo .0 •0 ° o0'op•Oo aDoO• 0 .0 0b00•° .0 p o " " I /0 . o°Q .0 .0•000.0 0°0 .0,,_02.0 .0°0°0 .0.,,,,...:, 0°D op °o•o °°D ° .,, _,,_0.0 ENGINEERED FILL PIPE SIZE APPROX. 3 -4 ° ° • 07-0-.0-,°-.° ° ° °D�° 00.„0 •0 c,°-0-F0 o° PER PLAN STRIPPING DEPTH °D ° c"171-7-1=____Z--`° °p ° op•°p.0 0 00 °p D, 0 0 p oO. •° °p a o 0 op °D.o ° D op. Tf=I�i=1 =TI=15'I r _ _ r r 1 � 1--, 1 i—I 11,7_7. 1—i ! 1 I I IF-Pi-711H =I ' 11-11 'I 1-111=111--,-; 11-1117111=1117-1, II, ,I I I=1 I I, , , 1- 3" - III_ NOTE 1 I1 12" _TCOMPETENT, GEOTEXTILE VII!! —IE PER COMPACTED ==1-12"—.- < PLAN SUBGRADE '� = — ,II — `" 4" COMPACT SUBGRADE '% \ , r i 1 —,)\\4 ASPHALT PATHWAY SCALE: NTS Loa; 1. 10 GAGE STEEL PLATE, BITUMINOUS COATED, AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. AREA DRAIN SCALE: NTS -6" MIN COMPACTED BASE COURSE EX. GRADE HARD SURFACE � LANDSCAPE AREA °° •° ° °° °° ° -° °p'°- •° °° •° °0��\ ,�' -•° .0.--..— ° ',: ',21--) i7 °°Q °D ° °° °° °D '°D•°p -- ° o° o° 0°D 0 o \ CAST IRON FRAME AND I MECHANICAL PLUG APPROX. 3"-4" 0°D O• °-°'r'°° �°°•°..-°° 00'00•0° �°-°°' °° .0%,° •c.° ° °�'°D °0'.0. ° ..' °—Q-0'0 COVER TO FINISHED I WITH GASKET STRIPPING DEPTH ° °°• ° a° o ° ° ° op•°p.o o °oap•0 ° op•o ° ' a0 T_ffi'�-'STI—ITI=1 I I—�i =1T�—IT5"i'r1=i�l—III—{ I I �=1T1-ri GRADE IN PAVED AREAS ' =1 —I 11-1 I I=III—I 11—III—I I 1—III—III—I 1 I—I I I-. 11-111-11 II II '- CAST RISER O.D. CAST IRON FRAME . 11-11 ' ' '—I 11=-1 ' ' '1 1-1'' AC PVM'T OR CONC. PAVING + y2" MIN. SET IN CONCRETE COMPETENT, GEOTEXTILE OR OTHER SURFACING ii COMPACTED I SUBGRADE . :`' -• III-111; 1" MAX. -F-0.::000.,„00 .: '''''...:4'4 \u II-1 II= GRAVEL BASE 2" MIN. .. ,-' #4 HOOP 6" MIN. °"•°14. .. ! �; `.I 1=1 CENTERED IN 3000 SCALE: NTS ° • I o 11'Z•°° ;\, � ° °-0 r PSI CONCRETE PAD.D. °J...0, • °o 0° o °° oQaa° —1 .°Da I 1 ,0 4 n• PROVIDE y4" MIN.4" MIN.-- 0'4 .00 ( I 4o a CLEARANCE FOR ,..4o CONCRETE PAD �-1/2" DENSE GRADED, 1 AND RISER PIPE LEVEL 2 HMAC. PLACE IN 2" MIN OR 4" MAX LIFTS. .`"0• o p •RISER PIPE ° ° .4 , °°D°0 °°°I I 1 �°°° EXISTING ASPHALT ;°0 0 0°0, TRENCH BACKFILL r J• 01 . o \ \4\ eo WYE BRANCH 0 00° °•°o.° 45° BEND I 1=III, III,1 I I=III II'1 I I1,,I I 1=11 I I=1 I I I, 11111111;,I 11_� ° II II III_ I I 1 III CARRIER / PIPE ° °° / ` °-^_ — INSTALL PLUG WITH } — — — — I GASKET IF END OF LINE — — — _ _ _ _ ASPHALT OVERLAY ,- - a D - -°-0 .° °p .0--, ,° - a p ,,r-, ,-- — Jam—SERVICE CONNECTION SCALE: NTS '°a o°D °o.0°o°0 °a .°0 o°o•°° . IF REQUIRED BEDDING MATERIAL RESURFACING MATCH NOTES: EXISTING PAVEMENT PAVED UNPAVED 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. SECTION AREAS AREAS 2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH EXISTING AC SAWCUT I DETECTABLE CARRIER PIPE. PAVEMENT LINE /WARNING TAPE 3. FOR CARRIER PIPE SIZE 8"o AND LARGER, RISER PIPE SHALL BE 6"0. '` �/ / // '// I Ln ."°'e� - o .op ate° o .p0 _° "°•00 o .o p'o vo •o •°. 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. •°.opo °p'Qp'e0 °0a .°�•°,6°,° •°o•°° a •eC °0 \ / \ i 1_ CLEANOUT (COTG) / /\/ \\ 01 6 LIJ $$ 00O• 6, o:O0 / 4k// /4/\•.° 0 p• °->0.. o N Z Z Z Z \j\\\\\•ap• o •o° °°o °/ //\//\\\/\ N J p• 0 0 o 2 0 4-Ix \/// .ao :0":. o•°.I�\/\/\\/\\\/\ v' COin Z \i\-°o o°oa o`�//\\// < iiiIX O W \/ \ °°••o$Ja^.!p'° LIJ �.:0'.0 °c • o .°0 ° / \ ( . . i \ •a0 ,°p. °•e0 ' '°p ° ° •°°/'TRACER WIRE w —J U \//\ 0• .00..0:°.o p•:0..!.0•::0-0 00 000°0(%C/\- o O Z Y 12" ://\..°° p'p0" ° a°0°•.o p•°°o°.,;e0.°0' ep•°\/\ J / / w Z W V \/\o .°°0•a°°°0° o •o°•°0p•:0'. '° ,, .: \/\\/ Y Q \\ 0a ,°p•e0'°0° .°p•00 0 • 0'°00 .°0• \ \\ E fx V\\,•°0.` . •°0'.0°%_b o.:°:.°,•60° .°/ Z Q� D 2 \/\•:0::°.:70-.:0:,:o:,,- �.o.:°.:0.:,...0•\/\\ a CO m ZI \/\\�op,p0o.o.0° °° /C••,00 0ep'e0.o /\\jN. -p WI /<- o .°0•°°0 °p'o0'°°0 .° •°0'°°0 .°0•\/\\< // / �i — o \/ i 1=111=�_n 1=1 I i=1��/��i 1 A-111-=-111 , 1—III-1 I I-II I 111-111I I I I T' i • ° 6" - D 6" , -6 -0 MIN. MIN. 1-• o a- TYPICAL PIPE BEDDING AND BACKFILL 4 1 SCALE: NTS LO Ci. O N I0 O O ,. ADD-03 Issue Date : 03/09/2018 Noo ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS o r ��ED PROFFS JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 l H°n- Q\ �V\5��� 1 N FF��0�,9 DESIGNED BY: �•ADAMS TTSD MODULAR CLASSROOMS _ J /� 79701 PE ` DRAWN BY: R. CADUA ADD 03 o TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS = ti,/ �` CHECKED BY: P. DEDYO CITY OF TIGARD OREGON �� l Z 111 SW Fifth Ave.,Suite 2500 / , J °� Portland OR 97204 OREGON 03/09/2018 r liinnl DATE: 45 '8 . — z 0:503.227.3251 1 \ A A A r ii: Ei_ F: 503.224.4681 "°q�`U�• 10,1 �O.\O PLOTTED BY: PDedyo DETAILS SHEET 5 OF co - _ www.kriff.com MAR K x '_-= DWG NAME: 1700395-DTLS.dwg RECORD NO. 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CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON s No / / - 1 1 1 OFFSET FOR CLARITY PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS / IPirk` ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF AND INSPECTIONS. 7 ,�o \ �d � ��ti // r - - ~ 164 EX. CONTOUR MINOR ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, \ j /' �t / / -- L.0 UTILITIES, ETC.). 5. DISCHARGE POINT FROM THE FIELD SITE IS SOUTH TO THE � Asn \ ,re \ \ ,/ / - - — 165 — EX. CONTOUR MAJOR CONVEYANCE SYSTEM THAT ENTERS THE PUBLIC STORM 0 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE SYSTEM AT THE EAST EDGE OF THE TEMPLETON ELEMENTARY o _o 0— PERIMETER CONSTR. FENCING CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING SCHOOL. i OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE o l( l( l( TREE PROTECTION FENCING CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND 6. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE (REF. LS PLANS) APPROVED AND PERMANENT VEGETATION/LANDSCAPING IS OF SEDIMENTS. CONTRACTOR USE CAUTION AND PROPERLY Ot i ESTABLISHED. DISPOSE OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY QISAVISSAYA' STRAW WATTLE 1 SEDIMENTS FROM LEAVING THE PROJECT LIMITS. [6.2 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE i —•b.. DRAINAGE FLOW DIRECTION (EX) CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND 7. TREE REMOVAL AND TREE PROTECTION FENCING SHOWN FOR m GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE REFERENCE ON THIS SHEET. SEE LS PLANS FOR ADDITIONAL L lorm"► DRAINAGE FLOW DIRECTION (PROP) THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER INFORMATION AND TREE PROTECTION FENCING DETAILS. THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE -0 ,� WATER STANDARDS. 1�� INLET PROTECTION [�2 o TREE TO BE REMOVED r7 -0 1St)0 1- o 1 eL 0 1- m 1- 1 E Q N in o ADD-03 N Issue Date : 03/09/2018 7o - i` co ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS 1 ��/ JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 o ���D PROFES t, �� I (.&/ *G i N�F `S/Oy DESIGNED BY: 1• ADAMS TTSD MODULAR CLASSROOMS ) 9 R. CADUA ADD-03 c 6 ' 1 �` 79701 PE DRAWN BY: TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ) .„, W.z -� �, ti/w_, " CHECKED BY: P. DEDYO CITY OF TIGARD OREGON 1 a3 111 SW Fifth Ave., Suite 2500 1 o Portiand, OR 97204 OREGON DATE. 03/09/2018 LI] 0:503.227.3251 it a F: 503.224.4681 ,O ✓�j� fD, 1a�� \ n n rou3www.kpff.com qU/ ��yO PLOTTED BY: PDedyo EROSION AND SEDIMENT CONTROL PLAN SHEET 6 OF MARK DWG NAME: 1700395-ESCP.dwg Ni RECORD NO. REVISION DATE DESCRIPTION BY I EXPIRATION DATE. 12/31/2019 1 TAB NAME: C6 1700395-XX d 55 \r n yn I roJ i,- ----4..-\ 0 5 `'`N o ?J1 fwd/�,Ir� y J�,,�yJ/�'�:+�+�Ji�J��J,' `�y�.....A....•0114 lY` / JJII.+CiJ��iRf+''1�`fr 1► -1v- \lr'........ WOOD STAKE -s���� . L '�).���1 / 4i : & i- 2rd/fJ�/0,, 5,-„`J"I-_e1J�'+J�” +,;TL�/1til d �+1 �•J�+_l,..0 ADJACENT ROLLS c ost: SHALL TIGHTLY CI , /' • �O `' ABUT Lr, ,-1 _ ' 9 O I ) `t4P- PLAN VIEW WOOD STAKE (1" SQ. MIN.) STRAW WATTLE (8"-10" DIA.) INBED WATTLE 3"± INTO v �``''$''�` EXISTING GROUND SURFACE �� "N\-..5......„7,4,...../s("<:-$.< � ,� .:(4` .::*: TO PROVIDE CUTOFF \r\` � ; , '' .\- EXISTING SLOPE SECTION 'A' NOTES: 1. STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS. 2. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TYPE AND STEEPNESS, SEE PLAN (5' MIN - 25' MAX.) 3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. 4. STRAW WATTLE SHALL BE RICE STRAW ONLY. USE OF FIBER ROLLS, WHEAT GRASS, OR RYE STRAW NOT PERMITTED. 4110 STRAW WATTLE ON SLOPE SCALE: NTS 2 EACH FOAM DUMP STRAP _ G EXPANSION RESTRAINT (Y4" NYLON ROPE, 2" FLAT WASHERS) DUMP STRAP -� .� � �. � .� �- 1" REBAR FOR BAG 4 _ I BAG DETAIL REMOVAL FROM INLET Q ‹r-A21.,-%1%,4%70M0-init.,,-� ,",4vti t - -® . i i�l \` co ; �s •--- •'•.--'-� U Vh r\i► REGULAR FLOW'S�� �ri�iiiIi1,, ` . = s ••t , , �' "` DUMP STRAP I— SILTSACK® : i a� i, ':',A,,,:;:-,,:-,:'.;;.,,.:',AI MAT'',4:41 , :�t� '1 t urn,5`�`� ve Seo I U Lo 1 a 1.1 p e a . e ° 4. o e e ° 0 -TN 4 _I A , 4 ° 4 s^s3��i�. e4 a aQ ' ° 4 -0 X14" 1$' - 4 n . . . O\ #0 4 a' a ET] klipit." 1 Y Y�r._ a b. NOTE: 0 1. DO NOT USE HIGH FLOW INSERT BAGS. 1 w 1 INLET SEDIMENT PROTECTION o SCALE: NTS i a a 0 1- m 1- I E cn NI P') ADD-03 Issue Date : 03/09/2018 - co ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS O r (:)n �R�n P�QFfs JOB No.: 1700395 9500 5W MURDOCK,TIGARD,OR 97224 ��V��{, S N ����Oy9 DESIGNED BY: J. ADAMS TTSD MODULAR CLASSROOMS _ ) �y�o1 PE DRAWN BY: R. CADUA ADD 03 c6 0 TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS -ti lig:1ff �_""'' CHECKED BY: P. DEDYO CITY OF TIGARD OREGON Z � 1.4111 SW Fifth Ave,, Suite 2500 � } ilai o Portland, OR 97204 OREGON O:51;.22.08 1 DATE: 03/09/2018 www A om$1 /47----;/:01/1 °qG�U` 1:'''''.-"- ‘ ...0°R PLOTTED BY: PDedyo EROSION AND SEDIMENT CONTROL DETAILS SHEET 'o ro MARK DWG NAME: 1700395-ESCP-DTL1.dwg N RECORD NO. REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 12/91/2019 I TAB NAME: C6A 1700395-XX