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Windsor Place
i CONSTRUCTION NOTES: / 1. Notify Tigard Water District prior to commencing construction. All curbs must be in place prior to installing water mains. /z 3 2. All work shall be in accordance with A.W.W.A. standards. 3 3. All work will be inspected and approved by Tigard Water District. 4. Fire hydrant assembly consists of 6" MJ x 6" Flg tee, 6" Flg x MJ gate valve, 6" MJ x MJ holding spool, and Modern Mueller Centurion fire hydrant, A-442, 6" MJ, 54" MVO, 3-port (2 - 24" NST hose connections, 1 - 44" NST pumper) , 14" Pent Opr Nut, open left, color: f------ \ yellow. 5. Fire hydrant shall be installed upon a pre-formed concrete block with 1 cubic yards of crushed 14" drain rock. Tar paper will be laid on top of drain rock to separate rock n from earth cover. 6. Poured concrete thrustblocks at least 8 square feet of bearing surface at each tee, bend, .28 and blow-off location. cam, g„ A/ — __._ _ — 7. 36" of 3/4" minus gravel cover for all mains. !NS 7Aw` - i�-1 .EXrsrbf 8,%c,i id re'_i3' ZAr ,/0.#r 8. All sanitary sewer lines 10' laterally or 3' vertically of water mains shall be encased 6/0 -�- in concrete 6" thick 10' from crossing. Where crossings are necessary, they must be made ��� pEGi� P�'osrC i I at approximately 900 with at least 18" separation below water line. C )T-IAJ r3" $,i✓. - - f INSTALL 8" ➢,i. (WiS T� 9. Mains shall be tested at 150 psi for 1 hour with a maximum loss of 5 psi. Static pressure SA�vAGB 8. re" = 108 psi. Pressure-reducing valve will be required at each meter, installed by TWD, and , 7 included in the cost of each meter. 10. All pipe and fittings will be cement-lined. Pipe will be TJDI, Class 52. c 11. O.S.B.H. bacteriological tests required. .23 12. TWD will install all copper services prior to blacktopping of streets. These services h `r are included in the cost of each meter. A fa '` 13. Prior to installation, contractor or developer will advise TWD of total construction costs h • to which will be added 10% for district inspections, water loss, overhead, administration, 190 sampling, etc. , and 2% for engineering review, including "as-built" drawings, intersection .2c .13 .24 maps, updating master map, etc. 1 ///::::: -------, /o .t -- ' // - - - , , S,w, STEPP)E's I C 7 .::. 8" �'+�C SAN. bvS7ALL S*M 44SP7 PL1•4 03-'0 rEK qox ♦!!ST L 8''��y - - - - wJ2" eRAss ✓AL .e 0 .2"6A-Lv >.o 1'$"AC" Tee ( 4.h f / !o' Gr' y, Cot�cl?E't 14 gFNiA D r,Del L K 1 /,vs7, L4 INSTALL. 22o it >WI°pr'N ' 1 I 2) o 1 \ _ Record Drawing Tot) eer7' 15I 1 fi ord Dra ing�s made available ley the pity of Tlgard s p blic vic f 9 teriar rltained ithin ttais Record Draw n1 is for reference pt,rpO y, ad the City makes no representations,warranties, or guarantees \ \ of accuracy of the aterIal. 4 I \ \ t 0 i)/ I D 8y: "t to.� i c 14 13 1 __ Title: i IA I t 4 \� --- i p,C vti EX l$r M Pr \ a,- ,,,, JAJ TA 1._ `' ‘Tf ; (/VctT�t) s 6''M.l X S" /.'�.F Y Sd1 t V r t W�� � �/a?��L � ' "��� !P T, /?4 u lr (.8 a) �i r w I3 I.4 e k �— !®4 ._.�..� ._.__ L D 1� � —.:-'l` l'iCS/L C/� T ei �t rite � S�W. �LAC\ t i if ,Bair oFttitiD SrDfApALIA' D i A M oisD WAY A� _ -_. - ._ 0/isT,tiy a' .1, I I $" P.1 l �" pvc sAN � TIGARD WATER DISTRICT PI 6'�A l -- ---- _____) 8841 S W COMMERCIAL STREET •TIGARD, OREGON 97223 — RdI TELEPHONE (503) 639-1554 /N STA,k L , 4 __ — \ eft i-fl I / lNST 1ib' 6 rr �$' L"TFF N A I3�PU J '� T� WATER PROJECT READJUST c `r-- F,A. A5 RfeliitfED er WI) 8 d( q 0 / 3 4 5 C 7 W EM SO I eiro1'�N�j 811c i 2 Robert E Santee, P E Administrator 141644' Y; 4 j '. 1 Scale /ii r 40/ E4 4-44Y I9c3r SOUTHWEST OFFICE SUPPLY 1 l •—.q I .I' • Ligg1 1•f 1 I 1 IT I I 1�1 I I 1 • 1 I 1 a L c 1 1 1 :i fl 1 1 1 1 1 l • I 1 I • I 'i. 1 ■ 1 I I f 1 I I I I I 1 I 11 1 1 1 1 I f 1 1 II \\ Designed Date \ o o ., \ ` Drawn Date u \..... \ Checked Date • Revisions \ o `\ co \\ 14Z /— . o ____ ie • ILI • t ---- I I IN • 1 1 0``\ I I 13 \\ 1 I ► \\ I • 1 le1 \ I 1 I \\\ I I I \ l I `\ I • 1 `\ 1 `\ I I \ p• N 1 O CV i 0 . 1 `\ 1 l \s. II \\ 0 1 1 `\ a 1 11 ` \ I 77/..''.....- 1 `\ I t ` I 1 ` t !1 `\ 1 It `\ m 1 l `\ 0 1 t `\ Q t 1 \. r j 1 N n i \\\ C N/ 1 ; l `\ o tlt / I t 1 \` �`J i i `\\ T K.T. to / I • i \\ V a 1 1 \\ /ce it . \ , . I \ l • I \,. �{ 1 lNI 1 LL t t f'` , • I V Q �` ., i 1 t ii. f t / \ r 1 1 i b 1? L•y f � i 1 i I N • 0 Mari 1 ten r t tk 1 1 r f / \` A M ev1 I t o . • / 11 1 N o1 1 LIU 0 1 1 l o t1:t . cae) I _ } t 1 • t 1 < ima • 1 1 1 I of r // f 1 �i. 1 1 u o . Ilia 6 I+ 1 V 1ME 1 \ 6. 0 III ( �� C 1 ♦ri n C \ 14 7 o I o -� 471 0 g ♦ o I ml t: col pt� 0 1 '3 \ \ •w t + 1q p 4. 0,— O \� I ► CO 2 N �N �' ii 1 • g5d cid 1 (�� +► wt t1L N on ,IIt to t0 • atm\\\ CI CM) LBW / ql i m I MIN • 0 rn fil:d co ti. 0111 � � l ' m / I I I 1t w3 hl C N i• I IOZ \" • t 11 m 1 t I >- o O=A� n I 1 / V l �VJJ _ t l� r 1 o O 1 = IN m .4n I l 'Q +o chi lap o� I 1 1.. 0 m Om I 1°j0 I l / mm .� I I t i 0 1w I 1 (......... {n1• � tD� �aaNal X I V 1 pl tO St Nta r IP !N e. I m In ItIt N IT a o Ni'+^ o II It4 . CI\ n�i to i „ ' ' / i 1 . ! 1 )0 I S ��_ 00 m m 1 n -a,�_ F 10 __ �� I • oi - kl O __T. I erg' Ir 0 r S 1)0 �-��--•�•-�- I N 5.W. t Q�T44 AVE N U E. 0 N ---- S it 11N NY • so , 1 It1COfpan ii 1D �J ♦ f 9 m m 2 .•1775SIIw=C Ivry 10aC• CmMO a 1 • ^ iNODNdN: l 3� Niid Q Sheet No. 1314 • Project No. - Pizo -e-c_T- 4-1 to /r- .......... _ .. _ . . . .. a Iir■ ■■■11 ■■ ■R ■ _ . . . . .. . .. .. ..... . . .. .. _ . .._ _ . . . . , ., . , ;_, ,.,�:,.:.7:t.::,.•..,-..1.,;:,"�::t..1'3k ''�..-"""•�. r..-_::�=ii.C"-^"n.�.�"",. .,_i,.:.gin" ,.•.�.: .. , ,n ,.. 11 • ■ 6 t 1 li jrl atilt R '� I■ 1ly1 1 f�ila■ _■11= T rna >>nn�1�x �1111E1111�� �a1:<m � 1 �� �!lloill©r■II 1I 11■t�lliiliia�II11■Cf1i ■11 1�■ ■11 ■�rll ■■■ ■11■II■■■■�11 �" 7 s ®■ s t �" _. _ ITI---r-1---r11- , ,_ I 1 CI , , , , III I I L 1 1 1 I 1 1 s 1 J I L l J I 1 I C. , I I I , ` , — --.1---r , e „I . , , , g I I I I , , I I I I , Designed Date Date !Z..) MA SS Drawn Date Checked Date Revisions • --El. '*---T? V41,40.I. Cr \ z=u7s26. S IS x • 1-cv--\ \I ', �> 4., ova *Qs 1 �'b �I- T '\4.�, p0 OPir V.~ to • Ord II 6% . .. . ---.---) \\. rs... . . . . •••ID ' • • • -0--ij % \ . 'A • VI (, IN I i'r' MA � � vX�A;.c i" = k/2 Mi W • I— . PARK PLACE 9 INC. 10900 NE 8th SUITE 900 , BELLEVUE, WA. • (206) 455 4030 1 N 0 '-1. X ;_15... ; 'D ooi/-I1Na TI lr� - ¶vrL• L 2 ,,Ah - ‘ -n�.�TUtzM ; o , ciso) 3 'FAD►-11.., -'�T I 5-1-5-1- ' �J � . o 1-- . a' 4. FF0 tf:.t 1,,..S- !.L.1 L.-01-..-.'" - /.=•:., Itt 0 „ct 6, F 051 L�-SON I j PCz`( W Q i ce 0 < ;) 4.ct ';��/p1L� IA ' Z = o • Th a ' itwere compiled from survey data, data �'" V-LIJ> .. i These As-Built Plans e CC ° c collected from others, and periodic observation during construction. It is suggested that these plans be used in Q O W r conjunction with field verification of location and 0 m .c a. elevations of improvements in question . These plans are an •• accurate record of public improvements to the best of my Z — information, knowledge & belief.� C•-h�eoj 1 . 1I,-/lq C'II • w,n • Signature i Date • amm inoocpocaced t7356swo,..„,,r ro.,. w- 15C3) 6 .g7 38 i ASB Sheet No. r BY:DC,y.- DATE: 1 lc'iSb 1314 Project No. :..v -EcT t o --• :�.,... . ::_._. • _ lu r smodam • _ Ma jai ���m�� �m��' i.�� r�mm�� = � � �es�m=�mmmm ■mi�mmmmmm���mmmmmmmw mm�mm���mm�mmm��u�■m ■�m��mmmm�m�IImmmmm�II 1 `I 1 2 :4 •,-)t. 1%.47 S5 a Dosiflned Date Drawn Date • a • 1 .t\t • Checked Date Revisions 1 �� ;< G L.4-3,12, O 4,-30,I1.4, fl,-1112 Q w .5a_ !! 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I ' R I i fsi b I ' f I , t{D •(() i'�1 I 1 I , 1 3 � � I i 1 Itf{ I 14 VC, ` i` LD .oQ 7 I I 11.1•0.WOMB leeY Mad• IMF°�wp°5a'por's° J «.w+oft.: 1 6J • 1 1 _ A_. • i INDSOR PL CE I ASBUILT 1 t . . . . . . . .. . • . . . . . . 8Y:'DGK DAT = 1/9/86 '( I - 1 4 I - PoEy i o 4%- amul _. . rfl iiimumemai11 I agIloet. ,_ riiiiia'e i t i n i tieili ienil&I SI!l111111ir�11 ■IM 1131i11rr �621���111.1 �rlrrrlrrir��1• I�r��R r 1r�NIIm l.lrr�r� ■ .. — . 1 2� 111 1n1MB3 - ' 6 e.11 s llt »I - fr. r ' :3 G •.-- : r [ I 1 : [ l G . 1 I • Il I I i 1 1 I I I . 1 . _ . I . . . L [ I I [ 1 . 1. I I 1 1 , 1 1 , • 7 36" of 3 4" minusgravel cover for all mains. Designed � W / Deslflned Date -, 8. All sanitary sewer lines 10' laterally or 3' vertically of -- �'� Es '� 8� water mains shall be encased in concrete 6" thick 10' from Drawn Date C4•N11' `r ✓ �r`�-•VIG� !�G>�52,G�•� 1��1A► �� �^�5����QuN�'I'ES� T�=.TF.R 3YgTS :apperosroximately ng. Sphere crossings are necessary, they must be made at ! 1{,. I"t�`; $-`�? _ ,All 90° with at least 18" separation below water dill Checker • Date t I - +3►,5(, _i. Notify Tigard Water District prior to commencing construction. line. 1 -einstallingcommenc ! Revcslons _J3.1� `. � All curbs must be in place prior to water mains. 9 . Mains shall be tested at 150 psi for 1 hour with a maximum LOT. LAT 4 f 19 3i7�gto �,� �..5.. 'Tw ¢�g6 loss of 5 psi. Static pressure = 108 psi. Pressure-reducing valve�, 2. ;AZ1 work shall be in accordance with A.W.W.A. standards. • 31• ! includedll inbe thee at installed by TWD, and { 3-t3" 4.."4. ' 8 ,-4"j 5-� 4' }5D 3 . 'Al! work will be inspected and approved by Tigard Water �,�{,� o- t" -=_ �•O� `i 31 err �4; District. ; 10 . All pipe and fittings will be cement-lined. Pipe will be - I '•.er '" ¢-i-pp ° 6" TJDI, Class 52. i ..Lb'' 1. `1 I 4. Fire hydrant assembly consists of 6 MJ x Fig tee, 6' Flg x - �'l.SL., �-" J?�� NJ gate valve, 6" MJ x NJ holding spool, and Modern Mueller - -- -_ 5:r ' �..,��. •r 3-+- 5�s Centurion fire hydrant, A-442, 6" MJ, 5 1/2" MVO, 3-port (2 11. ,O.S_B.H. bacteriological tests required. ---•- • " 2 1/2" NST hose connections, 1 - 4 1/2 NST pumper) , 1 1/2 r .37 �, L�, -rt' , . ` ^ +Z 1 , ,,•- _ Pent Opr Nut, open left, color: yellow. 12. TWD will install all copper, services prior to blacktopping of \ (�='nj ,,,r,ys 3 ..r Tom- 3 streets. These services are included in the cost of each - -_ !o! 4 rr� 5 . Fire hydrant shall be installed upon a preformed concrete _ meter. ! -' ' �"' !,U'( "7 =15 � ' v�'r4"-rr: Z� ag block with l 1/2 cubic yards of crushed 1 1/2" drain rock. , '' m per • will be laid on_ top of drain rock to separate rock 13. Prior to installation, contractor or developer will advise TWD `�, 81 � �. "ter ar ga_ T _ of total construction costs to :which will be added 10%.,,for -- - �,'` ��._---_•---_-- . .._. ._._ rb .rs -41- e w,C, 'lea L t 41 from earth cover. 8 district- ins ections-; watez loss, overhead, administratica, - �, `; p ` Lleast feet ofbearingsaztoling, etc. , and 2% for engineering review, in�uding °as-built' , "-' . N \ �, �� � ��ds �'''� 6. Poured concrete th_ustblocks at 8 square _ee _ '� blow-off drawings, intersection maps, u atir_ master mag etc. �- �� \� 'C e 4% t l}=3 5 �•T� surface at each tee, bend, and blo c-oar location. _ g_ g ' - • '. . 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' -ri>p . •' J.v it-4T0 egi<- 1 • . . .1 v5.1.... 51Z-054:7 0 Miti ,;.-1 • 1 1 • _ , • , -- - - - , i , 1 1-ifo nXe 1.. .1,41-.7-4., INI • SANITARY SEWER LINE "A" , _ • , , , I . i . , . - —-- • -- ---- -- _ • . - . , 0 . .•. 1 . i . . . , . • , .• . . . - I . i , '•, . 1111.-.1.! 5: . , , I . A -ee r . . • , • , , ! ; - •• . . ; I • ; . • 44,-. • I I , , • 1 1 . • , • ' I . . . , . • ; . •. , ; .. , . . , ; • , ; , 1 ; , , •• , , • . , . : . . . ; I. 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IS:7=1.- •t 1 . ... . . . ._ . I , • 2+46 " 13" MFI:St .do." -- _.11e.- -1-c-5 .771 9 t Kt—-- I ._- . cr. _x:24 ...% /4".?...2.0 IE..= IL-55.62_ ou-r , Dd. 1403 155'.io ir4 - —I • . . kuranar. .... , . .. - ircorporated ft.., I I 1 1 -Co+00 "icVL "AlLimH it a la fr--- 1 5 4.cie. OUT , 1 These As-Built Plans were compiled from survey data, data . ' ' . 1 M- • • I zIP-1.Art=)*... 4---,-=‘?1- mi-t - il " .___77____ _ • _ .735.,..DOC446*TY 40441. WO omega.COMM 97034 collected from others, and periodic observati n during .4.0....„ 003)635_36,a __... I c-,2c.00 isi Air---, = 149r -OUT . construction. It is sugge,steo tnat tnese plans n. used in • ; I 1 1 i --- - --E6,0- 1 conjunction with field verification of loc tion and elevations of improvements in question. These pl s are an 6 accurate recora ot puoltc . improvemChrs to the ;, est of my . , ' 1 d) 2, ;-----------1 information, khowledge & belle , f •Pt''' '1 :-.Y1-Lb • 9-- 8 SIANITAtRY SEWER 4IN-E ". B" . . signature it 4e4c1 Date . .... 1314 .i 1.. . Pk. (: / 1-io /?-- ., i ..-01 ---- I . . __ . ,. ‘.1 ,-..-. ., ;Winn wow Immo num mu• 11111111tikiimakiiiiiii ,IMO i iliMiiii MUNI Iiiiiifilli MINI 11111161111111111111 1111331111111111111111 111111111111111111 - •, ' 1 , 2, 1110111111111111 IBEIMMINIMED MEM '.. 6 MEM 7• 8 III 1 11 NM i 111011M11111111E ' ' . ._ __________ _._ ._ .__._.___.______.____. ._..._-. ____ ._-__ _.___ _. _..___. _ __ _. _ __ .. ___ ._. _ __-.____ _ .... __ _ __ _. _ _ _ _ _.___ _.__._ ___ ..._ _ _ .. _ __ _ _. _ _ _ _ _ _ _ .. __ _ _ _ _ . .. _. _- -_- ___ __ - __ __ _.__ _ _ _ _._._. _ 9i -.- -I -I-p I 1 ■ I I I I I I 1 I 1 I I ■ t ! I 1 I •I I ' 1 .• I •A I I I I 1 ■ I I : I I I 1 ■ 1 I 1 A I I I • 1 1 1 1 1 1 1 1 ' ' - 12,3 b ri , • Designed Date • Drawn Date ' Chacked Date )14 .4. _w 4111*I Revisions Ii 5CAL 1"=4-o' I 1 I I ' 1 - 1 V 7.______40. • s s . \ / .I / / , o r e+ / i 1j , _".�' --0 ,• 4 ./1 y _ 0.1. �4 �+ fix` a 't • 1//// . --.--..'---.'.. /I I i I .17 • ,.1, . _ ...... 4 s> a, . ///// _ / / AAP/ - / I 1 / iO / 1. / �-CG � E / 1 I ti. /- ca o w _ T---I- i� 4• W W / il ------------------------- 04.1 •i--•'•'.iia.10111.... 1 --- -'---.--.-'--...011 .. Olt . 441.5 \ 1>\ > 4.: 03 0 .-14) .630 • � ,, a H / .... • 1 i — ____ . <. ' L� L- _ I \ \/ In: ' T • Ij E m C DI f ! •// Z ' ,. I I t s., V.c-.., c aJ i t �,, , b ,��•�..�' / w..�.�► J.J o E a.. ;i I CJ-.1 eti-•i to O - eaV�— i j .L.W C) Li Q • j 10 ,., i i i+ tT E • cik, I .\ ' 5 1 • _ I ' i 1 U 'C :al -•�IG :4C20 .-I / ' ------7-til \ 1 i r--- -1777.- . . • • _ ae'e.----' s 7 . 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I i , 12121v pr - so , 5 • - ______ _____.max _ AF4I140 GI GREEN6URC-r a i IEDEMai a =►ram-- .GtRouND r:1.1=�.! 171. oa _._ / I.70 i 50 K1•G.S, 19'2 1 17ATt.s N1 Gellman =ran • . .. .r _ • 17366rbovw NAY rws. rim car(o. 6Js93 M11.pNW�• • AS34. le BUILT - heat No. • BY"DCK DATE: 0/86 1 • • Project No. 1•314..'� - PT ! 10 7/ , O '•:. , . = - •- --- _ YYY 1.111111111t 11YItY11YY1111YYei lkfin ir.1111dllYliaa 'es i ma ;YYtr11 YY �, YI I�IltiiiilYY11Y6'iYrrY11YYY YYr iYwYYYYN�YY■YYIIYYYYYA �YOYYYYvw11 — WWI 2 r 3� I10Q�Ytli . • �. 6• ���'.��11 __ ______ _ -- ___ _ _ a -r I 1 1 a 1 I ■ 1 1 1 ,. : 1 a .1 _l..�.:1 1 ..1 1 I r I a r : i I I I e r L I 1 : . rr • 1 1 I 1 I r I • 1 w •.,u I,-6 e ■ 1 r• I 1 1 I 1-1-1-I-1 I I • I 1 Designed Date it� ¢ !'��' �Jr GENERAL NOTES Drawn Date 1. All construction shall conform to the City of Tigard standard - 6 I. i '►� M�'-`( 8s specifications and details . P • _ p Checked Date 2. All concrete pipe is to be C-14 Class 2 unless otherwise noted. E. * 1/2"PRE-M�ULQEQ EXPANSION Revisions 3 . All PVC pipe is to be ASTM D 3034 class. JE JOINT I JOINT FILER TRANSVERSE EXPANSION JOINTS 4 . All storm drain laterals for foundation and roof drains and / OF sanitary laterals are to be laid at a slope of 2% to the 8' I. TO BE PROVIDED AT EACH POINT /1 , • - �� property line. APRON SLOPE I 5ip�yq .. •:�'5���^':. TANGENCY OF THE CURB a AT OTHER 5 . All areas accepting fill shall be stripped of all organic ae�„ : , ,. Fill shall be laid and compacted in 9" layers to 5 5. =''>, ,.. LOCATfONS AS REQUIRED TO LIMIT THE material. ' FT 95% relative maximum density AASETO T99 standard. 1 T SPACING TO A ' MAXIMUM OF SC i ttr•.','� 6 . The sanitary sewer connection to Fanno Creek trunk line shall ! , t • qA �'"' •�� ` � '•��'• $E PRE-MOLDED NON- •t'::�Oyi 2. MATERIAL TO conform to U.S.A. standards and construction specifications. laterals shall be marked by 2x4 's marked I I 1-4-3i-0nI • EXTRUDED MATERIAL WITH A MINIMUM 7 . All sanitary and storm - �" S �1 • » withpipe length and depth at the end of the pipe. �C`� „- THICKNESS OF 1/2 the total _ g 8 . Developers engineer shall provide an air test report & a video ti TRANSVERSE CONTRACTION JOINT tape (30 min max reel to reel) report for City review & A',"" approval prior to connection of any buildings to the sanitary 1 L SPACING TO BE NOT MORE THAN la FT system. lids �1 >~ c f IN T SHALL BE AT _ g . ginstalledallFACE OF CURB l 2 c•� C ra s _ 2. DEPTH OF THE JO Watertight shall be on manholes within the _ `a '�` 1u O- , L I11 ep LEAST ONE FOURTH OF THE CROSS - flood plain. Ae"' • c �' ° tV y�` 10 . Backfill in the pipe trench for all utilities is to be SECTIONAL AREA . compacted 2"-0" crushed rock in paved areas and walk ways, and c ° N `" o : �"tc compacted native material in nonpaved areas along the pipe zone . ( _ relative ve maximum 1 ^- � o a� c� c 1a � � r S � CONCRETE E BREAKING STRENGTH Crushed rock shall be compacted to 95% _e at_ APRON SLOPE = 0.0729 t - - - - o rl cu Q. o '" ZZ density AASHTO T99 . - - --TOP OF CURB E l >, co c ..3 w.c �y+ �� DAYS. 11. Construction of the sanitary sewer crossing of Fanno Creek -T-C- ' 1. TO BE 3000 P.S 1. AFTER 28 -- "" .�"�.�.••�:"�:::' c ' c � �� � shall not occur until July 1 or after. Y{'{ 1 >� v .c w cn o d o �a:l 3`': r ; F. O m 41O ty � 12. Before the sanitary sewer crossing of Fanno Creek can be _ a :•s belt, the Contrac tor shall dam the creek at the existing 0 E . forsiltation t4se44 .��'• ' SECTION A-A �6 � N e � � weir and pump the flow around the crossing site for 1 __ 2' control. Native material shall be compacted in the crossing U trench to 95% relative maxim um density, rip rap placed as `�' V �' ° ae, `�� m .- 5" shown on the plans and clean up performed before wateris '° o �' c 21.) : °o- 4-1 • 3/41•r allowed to _pass for siltation and erosion control. NOTE: CONCRETE SHALL HAVE A MIN. •� w 1�-- p I • EDGE l3 . All areas denuded by grading will be hydro seeded. See BREAKING STRENGTH OF 3000 •0 tv •.4 c a / bbeciai Specifications. PR AFTER 28 DAYS. o a v > � � ni �! 1a_. A?l concrete shall have 3000 psi compressive strength at 28 0 .z► c --� a •a' j cn •,{ eJ ,--+ I i ;:c: :r I days.. I I _ ;a: L - shall have all utilities marked ao veriry location rf.s[��P-•!;� r'` \/'� ' o _� Q: .Da 15 . Coi?prioyatooexcavation. �. .� ✓I�l �1/�D` co cn cn o cu a� a1 � � a, c � w { o• .a. ':a :D 16 . 'the Contractor shall maintain erosion control and u w E n� r t = - - --. : anti-siltation measures throughout the project. `� '' 0 °' a'. �' • •E :7. CT3's �O C3E WASH. C�6 STD Ov�r2St c.: cn 61 It)j.• •� .d .C; D, - O E4-1 -) 'p 3 r� A+ 3 • • • • • �'0 i �� •� • 1,- I I- rl JJ •'•1 » (.1) • 4 d ' �--' J' r-1 O • w 0 Y O 4 p �O� I / ►� .Ow0 � O0 • 4a�4 • c:a - .i;i�' .,,,., .- To 1"�•iJd ^1 .r ;.r al --+ o c o f 40 d , ,:: WaC.K -Lo' LIT!LI 1`� .,I P.1? cn ° v y o aa 9 I w• :: [ ‘,..:;-. , ,.A.ri-e.: C..!,1r...;:,, .--''':.-i..p-11... t t :{:•.}•::•.;•::• yr �' - c'_- 2_6 1 5_O.r �/�� ., �` - --- 11 e' r% -sue( I/211MC.X _ .,o•., -p'-t•: ���/�/'�/;�j/���; �, I � 0.. fir :.Ih� G- .. 7I ,� ...� STP.EET .. . � �. .d •�: !o. GRADE TO MATCH a' ':• 3/•:'=0" CRUSHED ROCK LEVELING i SIDEWALK SLOPE. • x.• .-0'_4" COURSE AS SOIL CONDITIONS REQUIRE 1 17 ' ..v . = T1--1, • �. I , V'►►�.1•► • I��LL i �� U,. �1 r,�!alL SIDEWALK SLOPE 0.0208 . �Sy RAMP SLOPE C. 0 917 ' ' _ G j / �V'\ 8CE 3000 SRl.-AFTN R 28 DAYS7H TO Cild \ ‹Pi-tD I.t�zS ..?•�lrlN 2/o Z. O CD ^• • , �� 11 �, Gam- ;r.�Gi✓/� -. '-' . . \��_ 4,1^'I� t'1 Cp. - , , �,G,^� r01G.i� I i Wt�� I ' ' ►� J Ill // / • �r.i �. �t�� 4- --• / ICI 1... ;2�•►`� Ma Li °o°l I / �� __ __ -- -- ..r. -- fl0 : Ce C4 611 • ...,, C3' .� / -J! 1•.iir.‘✓ I� .� ✓1� i� 4 1 L- I I ' _I 5---�_� •�_-- ---i.._. O < w ' �at > T-R / `- /d�=a .�iM�-Lam'•-t�'J >�,�i1 v -st ._ 1 TRAVELED RIGHTS DF WAY w W W u) gt 1 �� v -' / am' -0.' ,:-F1.11,- 5.: FO:„=- �ASEAfcNi. ARE<!S Ci = O ' Ir �0 > N h'S u.1 0 '�� l �D`1.. �'i 2. 55 I %/110hi p `� NATIVE O !�✓"i✓: �.� v-Iv�'�1N,� 1'✓J W Q:.1 I "' ' ' ! [.2"-0" CRUSHED ROCK, CLEAN, Z pen.4 O. T'. m _C. ��✓ a S MAT..RIALSDENSE , HARD AND COMP.,CTED. �i , hl S -r0 ^I} C+t ' C-' • '•(L.1� �5 wj �I✓':�► � 1 l D:n%� �\,/: I J t 1-s.r 1.- :.� ' -�' 6 , ; • 1� �>N v-►1LL. Ita'1.�=% IN 1 _o'r> 7 V-I ►1-c I > r I - - --- --- ---�--- ? �• ►-�rl-r ►�t�hr • !'-- vo-�Iv:: �; z��a?1=LION -- �. . C�-- ---�--- --- ---� ' • I I \)\----E- T T I / \r .. 1 3/4 11 1/4 u • ' % SELECT GRANULAR MATERAL IN PIPE ZONE- 95% COMPACTION __.:-_-__,,-,:__-. All • • -- ?,./a TDE!r--- . ` / • ti'\ e � �4_ ; e . ` • ` PIPE ZONE� o mom , ted 3" f � ✓ p'S, t4.40,-r IN '7. U F T`, 1.__ __71-7,--171 ��^ .: , � llp. olamers 3 a.•_ / ;_IGjLl= I 1 , ���` '.�I�''}`1rY ���♦' /: . Y , D/2 • $u� :.�' -O G}z!��1-�sp ;�O:•1�= ._•-_,`�_ •: /// I �i 411 MIN. or 0/4 t ►errvrwc• lame awepo 3)635. D18 / •• ,s, (Sal Y 635.38t8 l�•4'.. I, L 'L 'rY 1 GA- ? n -i 121Dt-1 ! l G !G L.. f .2>i -a W?`7' i AN nD''zt� ' N G1--1 rJ�'D�1 I' •_ • _ • 8 " 40l � lJ;c:.k-i Q'../� �� LT " Sheet No. BY:-D L.IL DATE: t/q/$� 1314 : Project No. - P/20TE' 6-7- qi 0 4 - . . _ _.. .__•_,•..-,•- -� .r.....,,.,_ __� lf � u11�■1 ■ �11 � aei�a` c �IIQ ■Eaiq �i� � ■SGID " ■11ii ■11■I01M111■■■■■-■■rl■■�1■■■■■■■1I 1 u1■■■■■■111■■■Irr■■1 , 8 9 1 _I ':