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Plans PLM2O19-00105 GENERAL SITE NOTES GENERAL UTILITY NOTES RECEIVED --._ -� Ira TTSD MODULAR CLASSROOMS i WALI i Y MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS TIGARD OREGON 11 ligi 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM RECORD - g CITY OF TIGARD COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. DRAWINGS AND INTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND ARE � e I Fa H A Edgewood SW I=�lewood St G I]NISION diti*,..:1 ,; :- ® o o. 0 0 AO BUILDIN CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND BECOMING FAMILIAR SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. UTILITY IMPROVEMENTS E. S`N WITH THE SITE CONDITIONS PRIOR TO BIDDING. FROM PREVIOUS PHASES OF CONSTRUCTION SHOWN AS DESIGNED FOR CONTEXT. .- o s CONTRACTOR SHALL VERIFY ELEVATION SIZE AND MATERIAL OF ALL UTILITIES - �\} � J4. r SW Hillew Sl 2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE INTO PRIOR TO COMMENCING CONSTRUCTION. J.I I.I.f•I.I•LLLU-Ih.LLl.I,k.LU �� ..A_ ,,_ EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT `'I = • • • » o o _• o I �� '� GENERAL DESIGN ELEVATIONS FOR NEW CONSTRUCTION PROVIDE PROPER 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING - a � o w Thrift Store 0 PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN POINTS. REPORT CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS . 1 ' _ "Ir ° p }? • �' DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. SECTION OR ANY OTHER SECTION. _ •/4SW McDonald St SW McDonald St SW McLald St SW McDonald St SW McDonald St 5W McDonald St /// 3. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY INSPECTOR(S). 3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW = ', •`,...„w._.. , ° c CONTRACTOR SHALL NOTIFY CITY INSPECTOR(S) 72 HOURS PRIOR TO START OF EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE = j PROJECT SITE J PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, OR , CONSTRUCTION. _ /' � ' a FITTING REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR IS RESPONSIBLE _ °;F. Y • ex y Hall Ba levar�i 4. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL FOR PROVIDING A COMPLETE AND WORKING SYSTEM. _°I I'I' 'I' ".wn"'°°�' ' Baptist Church mo HAVE A MINIMUM OF ONE (1) SET OF PERMIT APPROVED PLANS AND a � � ` PROJECT SITE 4. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE o / ,.8. 1.11 SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. TWALITY SW ounta; OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR "'' 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF 0ff' MIDDLE �ri (" 5. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR SHALL ' ♦ g Gsen swz LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE SCHOOL t I / 4: �, -.6 OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST y� `'"' •�r C/ • a CAUSED BY THE CONTRACTOR SHALL BE RESTORED TO AN "AS GOOD OR" NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIESy...;r �' , r°° '$" �'BETTER CONDITION. a ;';' !r ,n, ;; IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE v �+ ok o ' ��� '1i► V o (1, THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES f ��r 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE MAY BE ACCURATELY LOCATED. os• . _ SYd Inez xyzaq z St SW Inez St SW Inez St CONTRACTOR AND HIS CREW. ALL OSHA REGULATIONS SHALL BE STRICTLY ,��°° G ;; ; •.ADHERED TO IN THE PERFORMANCE OF THE WORK. _ e . p !____mitiH* ,‘.,,. : 5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND d 4` = T- • STRUCTURES LOCATED ON THE SITE. LOCATE PROTECT AND AVOID DISRUPTION ^- 1� � ° '` .. +'. . - J '� 7. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT OF ALL ABOVE AND BELOW GRADE UTILITIES LOCATE, CONSTRUCTION. - TCONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY 1 ,- Y' !11 r - • SW lernbroolic fit .�, OF TIGARD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. i F+�"'' • - TEMPLETON is �� �' �� 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM TO THE ' --- L� 1 . LATEST EDITION OF THE OREGON PLUMBING SPECIALTIES CODE. ALL UTILITY 0 ' 4 EL �y,T, 1RY I \\\\:\\\• / ' ) I i • io ligr • ,--., SG ✓ o •♦♦♦♦♦♦♦♦��i /^& ID 6 1 v9y�•A n ♦ . OHI IC. ,? ♦ 51: . '' • .• •• •. 'x' •— — — — —F — — — — I — — I — — I— . ' ::. . : a ar '_ . 19+00 18+00 17+00 c b. n .♦: CI a o o a . �, o T y6' 1 128' �. � 0 Q 10 ,±,44 �j , 0 f/ (1> s i$ i io• 10 / • . . . ,...... ill LE , . , . ___- , 0 .....i...pi . _,_",„.,... / iori alitio, . - "•••, 1 11,1 . . . \ -\\._ 1 .. . . • �1k�g� ' ' — --- — — — _ :: ; ': ` . : `. IIVWOPRIOR PHASERK N co p,,,s..:•••••-- --....„ /41 • I I Pi • ,r. ,r 4. t • ��;•::` I I II R1 C 1111 R3 ] C R4 R5I GI .%�. �;f•• I ' • r N 132879.28 '•�:•%' <.� `n� `�`' I . ' : 7. E 32203 87 . o . , o. . o_ . _ a X26.2 :. "�. C r 96.1' \ \\ ...-k 0 .. .:. ...._____ Af.. , c; ________ .. .. _____ . , •.. ,,,, . . . . . . • . . .. . . . . . . . . . ., . . . . . . . . . . . .. . . ... . . : . .. . • •. . • . . • ' . .„ • . • r�s:F. Jam, .. • • _ 5 G 4 s'ss Q': 8., 20.0 o S - s PE— • \_____.\\:\60 ,„-:11, '�: CLEAR . .• . s _ • BETWEEN • . • �- ` ii 20.0 < II I UNITS o CLEAR v �•_. • -1114111i 1 • l c� BETWEEN f• <. 1 �' _r UNITS O S ! �' � off. P102. . . - _ • P11 P12 P13 • w /- I 1 rs s I L f. ILrr P1 P2 • P4 P5 P7 P 8 , t • ii I' I: a .2 Alk1 e . i / �_ {I t G it eN\� �� 1 : N 132717. � 51 E 322057.67 �o • CLEAR1 �� p � \\. : ' O • \,..j-11 �c/ ? tea \ P14 1 � _ -1 If I � � � ,� P3 • • P6 P9 .. QZ. *\\., 1 - : c'N c4,, N\9S,44 " • \ \ ...t.),A Its,.,,Aff,:p , ,,,, . ___________________A .... \:„i,\ „ip,, ,,, Iro, 0, ....... „...c-,,.. _ _00 , , ,ko _t._ ci,+... " i ..„01,......., ,......„ ... It \\.., :{13. ..---.." \II* \ \ 7:1'" SCALE 1 INCH = 20 FEET \ 6"' -P 20 0 20 40 �� \ �y /, �. • ,► M!//. • 3 oM _ P-54.."."'\-) F ° o 3 In r,-, o C 0 C C C 63 SHEET LEGEND 0 KEY NOTES SHEET NOTES ° - - PROPERTY LINE # DESCRIPTION 1. SEE SHEET C0.0 FOR ADDITIONAL SURVEY NOTES REGARDING LAYOUT. ~ 1 ASPHALT PATHWAY `� GRAVEL BASE CS p 2. ALL DIMENSIONS ARE TO EDGE OF ASPHALT OR EDGE OF 2 RELOCATED MODULAR CLASSROOM DELIVERED GRAVEL, UNLESS NOTED OTHERWISE. r, FROM OFFSITE c_D3 RELOCATED ONSITE MODULAR CLASSROOM 3. MODULAR CLASSROOM AND THE RAMPS, STAIRS, AND DECKS ASPHALT PATHWAY C5.0 4 MATCH EXISTING PATH INSTALLED DURING PROVIDING ACCESS ARE OWNER FURNISHED AND INSTALLED o PREVIOUS PHASE. CONTRACTOR TO FILED VERIFY BY SUPPLIER. POINT OF CONNECTION. 4. GRAVEL BASE PADS ARE SIZED TO ACCOMMODATE © ♦♦♦♦♦♦♦♦♦♦4 ♦ ♦♦•♦♦ ♦♦' STUDENT PATHWAY 5 5 STUDENT PATHWAY FOUNDATION COMPONENTS FOR MODULAR UNITS AND ♦♦�♦♦♦♦�♦�+♦��♦♦♦� C5.0 ASSOCIATED ACCESS RAMP, STAIRS, AND DECKS. CP F 5. FINAL CONFIGURATION OF RAMPS, STAIRS, AND DECKS MAY ° # MODULAR CLASSROOM ID VARY TO MEET ADA ACCESS REQUIREMENTS. P=CLASSROOM 6. MINOR ADJUSTMENTS TO GRAVEL BASE PAD SIZE MAY BE R=RESTROOM REQUIRED IN COORDINATION WITH MODULAR BUILDING 1INSTALLER. co 0 0 CONSTRUCTION FENCE 7. PROTECT EXISTING TRACK SURFACING FROM DAMAGE DUE TO y CONSTRUCTION ACTIVITY. o , 1-- ° o a I— II E Q- a 0 ° N 0 4 ° 19/19 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. o coREQ QF JOB No.: PR �N ���5��� I N 4-4„. -c,(0, DESIGNED BY: J. ADAMS TTSD MODULAR CLASSROOMS - PHASE 2 o "P r R. CADUA 79701pE DRAWN BY: TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS �'���" CHECKED BY: P. DEDYO CITY OF TIGARD,111 SW Fifth Ave., Suite 2500 DIGITALLY , OREGON C2 • 1 o wirin Portland, OR 97204 12/10/2018 11 Eilh.ol O:sos.zz7.szs1 OREGON DATE: (.0 F: 503: 24:4681 ,09 ��(, la 101 SHEET OF U� MARK PLOTTED BY: abuck PORTABLES SITE PLAN 2 15 NI-N DWG NAME: 1700395-SITE.dwg RECORD NO. REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 1.2/31/19 I TAB NAME: C2.1 1700395-XX l''''11‘..o.,..t. ____,\ N.'°411 :,.:0•.., . , -6. , . ...:..... \c:..\...i,.. ... t. \ Al. ...'..1:011,67 . ..----.....-'......"-- \9_1 tP `f-c•No., • § ir:12. ---------------------- V •--k ....;,,,t; . 0' ,-,-; ,.... ii ' 110 .. ®I SIi \ • / / ttil� \ \ +,k ® ` / ` c• 8 ' ~.}y • G '+ �I C C LI G C v C AO ox ....,0 nik, 'NI>, 0 . ,. G2:Negl, s 3 ..),„ . ,e t 't `' ss $ \ +` FO �� ' -- 71kM ���44". .`�. +a: +1�i 16L • d,...,. 0, ` �TI /+� 1�: 1114 111i4 �`l �� ,� s ° �,: jirl * .j� mss, p 10r,. - •',f! ,sy,,s! Al!'►s �p ��,���� a. N _~ V'�A \ • b'.' 2 \ Lf`J' • •• iJ+ J� ,,•' Pi. .w, ..'+ -r V..•,.'.,�yr- , - } +v ,,,,,,,,I4Li czCf-\ .%., ��. b�1 ' I \ '• 9 a 1-l- \ I 111 Afro - ;+,y N 132551.77 �� r"`, , - D. \ \\\\ — 11 s '`1 E 322093.19 °. D QT/ \ OV .) \ ` t :• E 322123.85 • moi I•PQ \ �� s 1:0,.. \ co \ \ 1 p , --N 132420.68 :: \;:. �o ���, •�Q E 322092.57e-5ii ' •. a,.' . • .. < C^��ds ilt) `i- (Cr\ it \1 /� '� 2�, ♦ ♦ �4f\ e "1// i 11 \ — . • '. .'..• • ' , , i • •. ; _ ' ' •' ' • • '' . . .•, . �k�� ii icp 1/4P0 13 Cf., 0 \ ilOPJ.0 r" % % • ' • • • • • /1,/ Tr- QIt /1 •� J ♦ N 132582.30 ` / ♦ • E 322188.85 n / Pel `' \ � koo . 0 // \ ___________„.• \ • ' • :f♦ / �Q ♦ \ 5 \ . . ... A ' ' • . . . . .r filt I 4 //// ..------------- % A ; ♦ \\ r e N 132551.15 o 1 � 0♦ 1 ♦ \ • . . Y E 322219.19 b, 1 mu / , °y Q D b • b • tr '. ♦ ® O A ' T11 . •.. • :'• :-. •,' ''' - r • ' • • • 0 f � umorNo � _ ° °EONCBLOC E . • :I �Q • • 4.°../p\N ° ..1.1/ lei EN „ler • 0. �- b --RAf1hP °r a .$ ` D V • CA P •Db:i1ii:; • -51 I ...-----"°4' ) \\\ Atie , _ ?? ...--- I" 0-k0� \i \ N 132420.32 I / •� , \ E 322218.57 - _ I _ _ — 81 I _..._ / Imo, \; s �I 00 • \ : SCALE INCL = 20 FEET • • cP O 1A . • ' 1`pp��[P'O . 20 0 20 40 .• • \\ N U E Q 1- 0, Li SHEET LEGEND 0 KEY NOTES SHEET NOTES - - PROPERTY LINE 1. SEE SHEET CO.0 FOR ADDITIONAL SURVEY NOTES REGARDING o # Q CRIPTION LAYOUT. 0 4" WIDE WHITE PAINT STRIPING TO DELINEATE 7 2 1 2. ALL DIMENSIONS ARE TO EDGE OF ASPHALT OR EDGE OF GRAVEL BASE C.5.0 PARKING STALLS GRAVEL, UNLESS NOTED OTHERWISE. o 2 LIGHT POLE - SEE ELECTRICAL PLANS FOR 0_ CONDUIT LOCATIONS ..--- o Q 0 7, -oE I 0 D 0 I to I 7, 0 0 r--- 0 I n T CO co H- I a O Lr) O 0 o 0 I J PROF 02/19/19 1700395 J 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. ..---- f•-•- m f %`� I ����� �`�`�� DOESIGNED BY: J. ADAMS iN �� a� 1 N FF oyq `° 7970 p r DRAWN BY: R. CADUA TTSD MODULAR CLASSROOMS- PHASE 2 TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS WP ;.-- Z " .' ll ��.� �� P. DEDYQ Z l 111 SW Fifth Ave., Suite 2500 pIGITAi.LYSfGNED CHECKED BY: CITY OF TIGARD, OREGON o Portland, OR 97204 OREGON DATE: C2 • 2 O:503.227.3251 12/10/2018 `I w503.224.4681 w of om81 4��UM po� TEMPORARY PARKING LOT SITE PLAN SHEET 3 OF 15 ,o to,' % PLOTTED BY: abuck . lal .4- R� DWG NAME: 1700395-SITE.dwg RECORD NO. REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 12/31/19 I TAB NAME: C2.2 1700395-XX a \ 4 ) / - • , 1 _ � l 16 OG ,__ 276.61 276.73 277.8fi . . r • V `omo o. oe / • i277.86 Ix i a 276.61 & '&tl .4, 276.73 T ....... 276.07 \ l 277.90 / Sr 276.1 o- _ _ 7 - r- / � - I -I 2 _____;\\1\ . 14.i • ----- > 276.01 .. • � �� '�9-�00 j � " i r I " lJ 277.82� - N 41)1 � \\ • 276i2 n I O 275.10 6 r� �``"-- - � , • 275.00 W1.4% \4:*.v."04 _ _ ___ __ _ _ _ _ _ ___ .___ _ „ 444 75 - \ . Vi' 275.13 1 - -\••.-•.. No.+ - - --' - - - . ._ ..- - - 274 - - - - - - - - 274 \ \ ////(2--I '.••••••..•••••---..1.•.,..,.. ..-- . , • ... . , __ __ ___ _ _ _ _ _.. __. ,...-- N 2 ` : • �. WORK COMPLETED 7 - 274 ti / 274:� .: .. IN PRIOR PHASE \\ ,\ 1 _73 _ :� / w • • • • :- .' '. ADJUST FINISH \\ \\ Il '.,'::�'• /fit �' I GRADE OF GRAVEL ' °°°°,'raw 441,4� / • :� •;•' • , .. . •• ]� c- :. • . . AROUND AREA DRAIN •�w°:�r+ '1 / / I �" • I \ 2 +r'ti °° „AC 274.15 274.15 \ 1 1 y .{ O _ r• 01 I • i / .. : . . . : . • . . : . . .. . . \ \-1 \'. 1 ` •ry.,1� , / / .. , - - • • •. ' . •• .:rte • •i .. , 1 271_ AO 274.00 274.00 1 .. . / • • • • 1 .s 274.00 t 273.97 1 ..., . • • • G ti - 3, ( t ( • 273.97' • • • \ \ ‘ / • / • ____ . , . . . : . : .. • . . . _. . 3, 5S 1 % i 1 • ',- • • 15 1 Olk 1W \. \ t.'R 0 Itl . :. .. i • , : 1 • • I ._7 I I I 7 '27 \__A 'oma 1 • 1. .• i • f • I • \ • • •• .. / C"1 1 1 c c X26 1 • T� • r° :I 1 ► 1 1 r t r 1 " • • 1 \ • • • • • i' -� ..� 1 1 r. • i r' `r 1 r \ ' 272.89 • o" \ r \ .► 1 fir'. / \ .•272.$9 / i WIN d 1 l Q • • r • • • .t. 22 • • \ rl • • / / \ / / / • � 272.82• / • l Yc \,\ tv 1 ' 4 \\ 1 / / / // l \ • 1 , s \ 27 • • • / ir---,...,,, .„... N. N. ...--- 7 \ c ! '1$0't • \ \ \ L , ELEV - 271,96 i / �F \.. =� N. N. 272 - • T _ ._ / / //41111 \ �� ��� CS' 17„::`, \ \ 1�� \� N. \� \ ` � "� \ - - - � �\ ' � / ice ` / / ` 11101?il ...--•..---- ..........._-_•••• �\ ! F2��\ ;3r�`� •''\\ • \\ ` - s /�' o, El \ / - - - - �'�G SEE SHEET NOTE 8 \ _ _ � - 1 - ���� /i/ \ \ \\�''. $� \ � � �_ ' -` - - - - - - - - - - r - - - _ - - _ - - - - - - - - - - - - - - - '- - -- - - - - - - - - - - - - - - - - - - __ ^ _ - - - - - - - - - - - - - _273- 4_ � •- mom iiimi \...0.e,f,--s--;---.- \ \...- --- \\ - ,••••• ...„ _ , _ \ - \ ___ -- SCALE 6 _ 268N �p \2›\\ - \--275-- -- -J -~ -/, 1 INCH 2oFrET \ \ • \2 274 20 0 20 40 \ \ , \? \\O\\ . -� -- _ _ - - - - - _. - - V--- !rte -' J Ng. ,k g I., --...... .... 0 SHEET LEGEND GRADING LABEL LEGEND SHEET NOTES 131 I- ..rte DRAINAGE FLOW DIRECTION CALLOUT DESCRIPTION 1. SEE SHEET C0.0 FOR ADDITIONAL GENERAL GRADING NOTES. CP 49 EX. CONTOUR MINOR 2. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE O 50 EX. CONTOUR MAJOR XX% GRADING SLOPE AND DIRECTION (DOWNHILL) ONLY. " SPOT ELEVATION' I-0 PROPOSED CONTOUR MINOR 3. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% o DESCRIPTION LISTED BELOW. IN ANY DIRECTION. O 50 PROPOSED CONTOUR MAJOR I NO DESCRIPTION MEANS TP OR TG �-' 7 4. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA �XX.XX XX ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES o TC TOP OF CURB (ADAAG). TG TOP OF GROUND U TP TOP OF PAVEMENT 5. GRAVEL BASE PADS DO NOT HAVE TO BE LEVEL, AND CAN FOLLOW EXISTING SLOPES. (XXX.X±) EXISTING GRADE 6. UNDER MODULAR CLASSROOM UNITS, ADJUST FINISH GRADE m (MATCH WHERE APPLICABLE) OF GRAVEL BASE PADS TO DIRECT SURFACE RUNOFF UNDER t, ELEVATED DECK AT GAP IN ASPHALT PATH, AND TOWARD EXISTING DRAINAGE STRUCTURES. 0 I 7. ADJUST GRADING OF LAWN ON UPSLOPE SIDE OF MAIN ASPHALT PATH TO DIRECT SURFACE RUNOFF TO NEW AREA DRAIN. O 8. ADJUST EMBEDMENT DEPTH OF GRAVEL BASE SECTION TO • o MAINTAIN SURFACE RUNOFF TO EXISTING DRAINAGE a ;„. STRUCTURE. cn m 1- 1 L I Q in 0 ,ri 0 t` 4-, / 0 / J 02/19/19 JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. O ��// ,����� POFFs�/ac DESIGNED BY: J. ADAMS r C••1 in c.. ,1/44,,GINE-F �y TTSD MODULAR CLASSROOMS - PHASE 2 iN 79701 PE l DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS i �-�� ----- CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON "i l EP l<Pffi 111 SW Fifth Ave., Suite 2500 DIGITALLY SIGNED C3 • z1 Portland, OR 97204 OREGON DATE: 12/10/2018 0:503,227.3251 wwk 2fff.coms ,otO ���UM 10 ID�O�O PLOTTED BY: abuck PORTABLES GRADE NG PLAN SHEET4 of 15 ex ARK DWG NAME: 1700395 GD.dwg RECORD NO. xLIII N REVISION DATE DESCRIPTION BY , EXPIRATION DATE: 12/31/19 1 TAB NAME: C3.1 1700395-XX r z , 0):j., \ ,� -ter— ~-iter ter � /626 -275- -� ./�� 2 \ —\ \ \ � V 4°.:411(\ 1 \ 6:3,. \ -___. ...1" r +•� !,1 —— 1� — ` rte —• — - — ,. — � ...._ >— — — — — — -- — — — — __loll_— — — — — — — — ^— — — — — ..� —' -�^' ' � — — - — — — — — — — ,•..— — , ..._. — — — — - \-P .- -s\ 0 c3:\ . :- / 1. r' w J '--7;--c Aft 6�‘ACN ... \I, yF `` _ i"� �a3- _ — — — lir..-„1.... ..._,41 ,-,,A----„, ~ < "� � _• — ;141 I .—. — —z„,7_,_ f — — �� — — — ',fit — — — — — //��►�> — — — ,�y1\� �vi� — — - ---- i!\ T ,4111, lit_ %/ p2671 - - - - - �- - -- 265• ` s��% -�- - - - - - "` — - - "" - - -- - - - = - - - - - .,,a--� > �` p ,,, ` ya ` V..)) �L. - 7- .. . . • . .+r�"i.-� ' r. w"..^7i� ► s1`Sr — — :� -r ' . �� 11;��, a` �—titer — — — — - r O /111\\ .._ ___ ..—.,....—„,„—.....,,,......„...„, „ of �X �. .��,Of X26 %-x,, 2� \ / - - _ �a o- O. 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GRAVEL BASE PADS DO NOT HAVE TO BE LEVEL, AND CAN cl DESCRIPTION LISTED BELOW. FOLLOW EXISTING SLOPES. ill 50 EX. CONTOUR MAJOR NO DESCRIPTION MEANS TP OR TG 7 4. ADJUST EMBEDMENT DEPTH OF GRAVEL BASE SECTION TO o z—XX.XX XX MAINTAIN SURFACE RUNOFF TO EXISTING DRAINAGE o ♦���������• FILL MATERIAL TO FEATHER OUT LAWN TC TOP OF CURB STRUCTURE. Q •�����������������• AREA TO MATCH GRAVEL SURFACE TG TOP OF GROUND TP TOP OF PAVEMENT 0 EXISTING GRADE m �(XXX.Xt) (MATCH WHERE APPLICABLE) 0 0 tr, i U U D I— 0 I 0 (!) Cn I— Q in0- m � r� 0 ,r; 0 is / 02/19/19 JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224SHEET NO. cc0EdPROs--) jN (----, ��ViS�.G I N EF `5>o- DESIGNED BY: J. ADAMS DRAWN BY: R. CADUA USD MODULAR CLASSROOMS - PHASE 2 79701 PE TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS '----- --...-DIGITALLY CHECKED BY: P. 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BE DONE PIPE BEDDIG AND ER DETAIN 3/C5 OBACKFILL FOR ALL UTILITIES SHALL �, a) o XX XX-XX r ID NUMBER (WHERE APPLICABLE) 3. SUBMIT SHOP DRAWINGS TO ILLUSTRATE COORDINATION OF a STRUCTURE ID NORTHING EASTING i N=XXXX.XX UTILITY TRENCHING AND LAYOUT WITH PROPOSED ELECTRICAL 1--•-- LOCATION (WHERE APPLICABLE) 1- AD-14 132835.19 322010.29 E=XXXX.XX - AND DATA INFRASTRUCTURE SERVING NEW PORTABLES. o RIM= CI_ IE IN = XX.X -•.-- STRUCTURE INFO (WHERE APPLICABLE) o IE OUT = XX.X Q - o PIPE LABEL m UTILITY LENGTH 1 UTILITY SIZE UTILITY LEGEND 3 o XXLF - XX" XX ---,—UTILITY TYPE STORM LINE yr S=X.XX% -- SLOPE (WHERE APPLICABLE) - - ELECTRICAL CONDUIT 1 = U c5 ID I-- a I Q j, U) in I— I— E a ro o ,Tj o f` O\ { PRQF 02/19/19 1700395 950fl SW MURDOCK,TIGARD, OR 97224 SHEET NO. I-- / JOB No.: /- n \'(NJ LO \`5�E�y N MS`S>p DESIGNED BY: J. ADAMS %N C i <� �C4 4 R. CADUA TTSD MODULAR CLASSROOMS PHASE 2 j 79701 PE DRAWN BY: TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS Z �- -�_y�— CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON a� EP 1q3ff 111 SW Fifth Ave., Suite 2500 CIGITALE 5lGNED C4 . 0 Portland,OR 97204 OREGON DATE: O:503.227.3251 12/10/2018 co `"`"wOk1Z `°m$1 �l/[Gl DE�� UTILITY PLAN 6 15 /0 10, 4 PLOTTED BY: abuck SHEET OF M�RK 1700395-UTIL-dw RECORD NO. NLAI DWG NAME: 9 REVISION DATE DESCRIPTION BY I EXPIRATK)N DATE. 12/31/19 I TAB NAME: C4.0 1700395-XX J —3" 1/2" DENSE GRADED --3" 1/2" DENSE GRADED LEVEL 2 HMAC LEVEL 2 HMAC 6" MIN COMPACTED3" MIN 8" MIN COMPACTED BASE COURSE [-SHOULDER BASE COURSE WIDTH WIDTH WIDTH PER PLAN I PER PLAN I i EX. GRADE o •0 .000.00°° o .-000 0°•00.0 0Vu o° 00, .o oopop•oQo •o /,° °D'o •,,e,, o „ 00 00.0o o.,� �.,-°'.. .*0.0.4. 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APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) 4. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON =�� ��° \ o' — 1 yF0 ' — � - " ; �� OFFSET FOR CLARITY PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS 1" \,/ d �9A, ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF AND INSPECTIONS. X267_ `�F ti�\ �\ / .!, , .1. — 164 - EX. CONTOUR MINOR ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, W P ' • P — / S 'i fo 0. o , o, \� — . �� / j .+'� _ — UTILITIES, ETC.). 5. DISCHARGE POINT FROM THE FIELD SITE IS SOUTH TO THE in \. 1, � o/ / _ — — — — --— — — 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 0 164 MINOR CONTOUR (FG) CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING SCHOOL. 7 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 ESTABLISHED. DISPOSE OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY Q ����j���������+/� STRAW WATTLE 1 SEDIMENTS FROM LEAVING THE PROJECT LIMITS. U C6.3 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE 0) -�--10k- DRAINAGE FLOW DIRECTION (EX) CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND m GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE 1 1.004110. DRAINAGE FLOW DIRECTION (PROP) THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER 6 THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE -o WATER STANDARDS. o *4 INLET PROTECTION C6 3 cn 1 _ a oD I- a I oI— m IL Lo Q N 'I- 0 0 N 02/19/19 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. a 0 - TO PROFFS,, JOB No.: N in c_� n \`� I N >O DESIGNED BY: J. ADAMS c�, �� �F �y TTSD MODULAR CLASSROOMS - PHASE 2 C 6 • 1 �� e w 79701P "¢ l DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS 4 �-.-� CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON i 111 SW Fifth Ave., Suite 2500 DIIll:ALLY SIGNED : O 11, lq:IffLLII O 503 227 325104 Portland, OR OREGON DATE: 12/10/2018 F: 503224.4681 r8 . 1D, Zo�� p PLOTTED BY: abuck SHEET OF ivivivlcAfi`com �40 oy PORTABLES EROSION AND SEDIMENT CONTROL PLAN s 15 / Mp RK D� 1700395-ESC RECORD No. N DWG NAME: 9 REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 12/31/19 I TAB NAME: C6.1 1700395-XX iti. 1' 6 \ :::43.:--- — r 1 — — �. - - - - , — r — — � — - - - - - - _„ � �/ N \ Od •f, 4 \ ; r r� r / ti �— ',. ti r 270' — \"rY _ v _ - - - — e _ — — - - — -- -- ` -=-.=_--_-_- - - �{ J — --___,--f _��C �., ' . . ✓, \1� `r r s r —-- _ ' ffr �1J�- — �: y. — — "vrA l if., Iii\M — n — } — --•- — — 3,1r/ =- 11,,,--":- 1� =----7--- � — .._ 1_ i'✓ , — — — L „-r,�ev,.i _o__ _ _ _ J~ ____ �_ �_. __t .'► ,t,. . ...„,� i�+ y�0 1 _ i�\ ---,-,,—.7f- - — — — — ~ �{��i r?l�[ ` — — _ \j t -- —�An•Y� — — — J7_ 3 = — — <� _ --q — } _ ^ — — ` r /!\\`► — — — 1 \1/ — w-777■■■{1�Ar.��1TJ ��3\ �� i . } r .� 265- - - - -' - - - - - - - - - - - -- -IS - � _.. •"" - - - ° _ - - - ,,,,.. x :fG� i I A s ' '.' y` �� ✓ 1 26/ I 1 / �'L _ �.. ��f� - - - ` . �4` �, — — J a �1\t" .�r,?! 7: — • _,1 1 1r ' — — — — ��A'1����t _ 1 ���A� • \ '• . \ TJ O J 1 s 4- — �.�f ,r — — — .� �'Y�T I��f: � ,y — — JG G • ` 4n 1 \ 4,-..20 �•!__. 1 ! yF - � y _. r� ik PT ny -W .' 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"=/ , / '¢�N,-- .3� iP 5P / • 4.p.�RN 1,', •• • �~ � � � .../�'�� °p. � OEK yR 1LL. •I O b �• 7pO . / / /' r •• \ / •i1 .q ') RAMo)fpP . 0Pp / / • . / \ \ ri1b r ` �~ X62 ' � -- _ pynru,A% b •� I \ 1� 1 / .44kiligb ��6 � � 1::S <'------' .,<,1,1:11] / / p] [5 \ ISE.c\ — ESD]r �5D1 - ' x ► bw - - '-)1 n. s ..--- --2('-. 1 ' 4�\ j 110 ,---'--- / � ~ �1/gtib // _ r � - -258_ ` 1 _ -, , /, kp0 \ 1 // // � � $1+00 I ,' ss , N moillow i______.\,, _______ _ _ \ • 00 0- \ N .- •.•.. :''':.: .1......:.:'..:......1 ..,: .. ,. . :l. . •:ri' 1 1 .. ''.. .. .:, : . . .: ... I / ! t J so i fid. . ir w�/ a9. N -- k �, SCALE 1 INCH = 20 FEET ___ --/ \\ . •:' • .. 20 0 20 40 o \ n i\ -- - - - y -r ` EROSION CONTROL ONTROL LEGEND SHEET NOTES \ ` - ~ 1 - ' \ LIMITS OF DISTURBANCE SHOWN 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) 4. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON -° - - ' r - •\ \ I�I� OFFSET FOR CLARITY PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS a� - - -- \ \` \ J N ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF AND INSPECTIONS. w ~` 1 N\ - — 164 EX. CONTOUR MINOR ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, Lr) \ \\ \ J N r - UTILITIES, ETC.). 5. DISCHARGE POINT FROM THE FIELD SITE IS SOUTH TO THE i 1 — — 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 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 i APPROVED AND PERMANENT VEGETATION/LANDSCAPING IS OF SEDIMENTS. CONTRACTOR USE CAUTION AND PROPERLY ESTABLISHED. DISPOSE OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY 1 STRAW WATTLE c13 SEDIMENTS FROM LEAVING THE PROJECT LIMITS. O?atiWMtMttt i 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE -f`1• DRAINAGE FLOW DIRECTION (EX) CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND TGRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE E) 1.0.1110. DRAINAGE FLOW DIRECTION (PROP) THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER D THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE o j1�. WATER STANDARDS. 2 v*A4. INLET PROTECTION C6.3 u-) *��• 1 oD _0 1-1- o o � (/) m 1F N � o 0 . � � � 02119/19 1700395 9500 SW MURDOCK,TiGARD,OR 97224 SHEET NO. o ii0 PROFF JOB No.: Q� c,.. G i N E Ss/p DESIGNED BY: J. ADAMS N �``' `�� 4' 4' R. CADUA TTSD MODULAR CLASSROOMS - PHASE 2 i 79701PE DRAWN BY: TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ����` NE CHECKED BY: P. DEDYO CITY OF TIGARD, C6 . 2 WM111 SW Fifth Ave., Suite 2500 DIGITALLY SIGNED OREGON Portland, OR 97204 OREGON DATE: 12/10/2018 ii 0:503.227.3251 Uli F: 503.224.4681 ,o lGz. to, 100 O PLOTTED BY: abuck -- ro WWw'kpffc°m � � MA RKD�oy TEMPORARY PARKING LOT EROSION AND SEDIMENT CONTROL PLAN SHEET 9 OF 15 DWG NAME: 1700395-ESCP.dwgCNJ RECORD NO. REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 12/31/19 I TAB NAME: C6.2 1700395-XX d 35 \r I-1 O n -0 0 0 _it-0,1,, ' --X.-Aro�� �6 +r�rpy`�.`�-, ----,/ r,null:rl jrs�lr 4\v" ,40..-0- l��vor-01 S ef`%l=Ari P +I�rotirer,rJ_,Ald 0-l0 f 04ri...•`l!f':iff '+f J \yam t- ^ -�L •01,,r-.-\ WOOD STAKE ;,�i ,�\;,,_ f�.A0.1.„ \~,t,=�`% +1�``�1,+\moi. + Jd.itAndti 'i+it f t,01. !�11�-,� rm.fJ„ilJ���ilfyr1,A Z;A1L\\14.--..11,-....:40.\}` \� ,. ;'4'l�jl tJ,-00 `Jl�0:1-011I!! ' _d d1'd dJ:i+0+ 1J.04,•r--14-#•:_ o io•-•' fr�;�,Jf�,�Jer.kif ��Y,+,l��i! 'J� ADJACENT ROLLS 1,---10-1.0--• ,Ti 10.-0.-0.-7011 y ,1;70.!J-0t-,- SHALL TIGHTLY O 0.70, r,= o i���i=yi0Jf— ABUT Jr=--;!='-r,=,t'JJ-� dl^�� i'1i`di` 1�i0a0.410..--h`�r1iq,"\ :I�J'J/li! f�!#+-jlj.::il fla.",dl�,�l �O��� �l iii \\i4LI i' \� .�•,„ ti\-�\iy J 24:-,,c-." PLAN VIEW WOOD STAKE (1" SQ. MIN.) STRAW WATTLE (8"-10" DIA.) INBED WATTLE 3"± INTO ` "''`:'``` EXISTING GROUND SURFACE nye a;,%�•,;.��.;�. %('t`' p .•;;s:;:,�.;:��:: TO PROVIDE CUTOFF <�'4"'`. ` 1., 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. 0 STRAW WATTLE ON SLOPE SCALE: NTS 2 EACH FOAM DUMP STRAP C \ g EXPANSION RESTRAINT (Y4" NYLON ROPE, 2" FLAT WASHERS) 1r DUMP STRAP • `moi+`�� i�-� 1" REBAR FOR BAG /� BAG DETAIL REMOVAL FROM INLET ��, - /rV, 1AA t rt' tilts\�5r Vttittitti\tom trt��t�t{� m t titti.1.1.�ttitt.1,0,1tti. . ... Q REGULAR FLOW •�+ "•t's%`f%t%.-.4t::i '' SILTSACK® �,\ * DUMP STRAP � ` ";"5 J % n OFpTy` CL 0(I)L�I a .. 40000000111, Lf) e r0 . _ 4C r O _ d O a d d, c r- d 2 44-A,G e a. a. J a a a 0 a t q"'d 4 d 4 • Q d . • 4 4 U .6¢t �5 'S p _ . �.• . 111d adt 4 6, d d a. n IM AO L d d NOTE: 0o 1. DO NOT USE HIGH FLOW INSERT BAGS. 1 (JD 2 Y INLET SEDIMENT PROTECTION 0 A SCALE: NTS A a .l../) op rE E O ro O Cj O f O �C� 02/19/19 JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. ED in ���Ep PROF( sJ, /T � I N 1� DESIGNED BY: J. ADAMS ,Nlqjff �� �G FF #� TTSD MODULAR CLASSROOMS PHASE 2 79701 PE l DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS C 6 • 3 z �� � CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON cl) W. 111 SW Fifth Ave., Suite 2500 DIGITALLY SIGNED _, o Portland, OR 97204 OREGON DATE: 12/10/2018 0:503.227.3251 LT FLF: 503.224.4681 SGL. 0�� aback co www.k� .com �9G ro, z pyo PLOTTED BY: EROSION AND SEDIMENT CONTROL DETAILS SHEET 10 OF 15 x ! MARK p� I DWG NAME: 1700395-ESOP-DTLLdwg RECORD N0. c..1 LI! REVISION DATE DESCRIPTION BY I [.Pi .AI .N DATE. W31/19 I 1 TAB NAME: C6.3 1700395-XX