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HomeMy WebLinkAboutVillage at Summer Lake Park - Ari Green • \ \ - - �Xt. CONSTRUCTION NOTES: MATERIAL LIST: • �\ 1 � r,�/- 1. Notify Tigard Water District prior to commencing construction. Item Quantity , ._ ,_ _ , -; . _... .� _ t.. __5w-== -:* � tkv./-,-.SNP-- 12 91 �� ��' _ All curbs must be in place prior to installing water mains. i .il -'l K. C,iR 'Kitt�( `'" j1- { Co! `1 '� 6" TJDI pipe, Class 52 1,900 feet { e1 I 13LHE.SHrs 4 'i "" �� //L4. 2. All work shall be in accordance with A.W.W.A. standards. p p ' ' ` ; 5`• 'ROS-P4. 514V I o 3. All work will be inspected and approved by TWD. 6" MJ gate valve 6 each ROJW f t 5°�° , SwBTff' s, 9 vN, 6" MJ tee 2 each 1 ° s.4 R��'E ` / { � o ' 4. Fire hydrant assembly consists of 6"MJ x 6" Fig .tee, 6" Fig ° I �� e I = rytORPIINEHILL R TSo t T + �'::. .. � 6 MJ 45 bend 3 each -,�'= : ,. - - • -., , _ - , SWfKATHERINS < ST �t�. x MJ gate valve, 6 MJ x MJ holding spool, and Modern Mueller 6" MJ 22' ° bend 3 each r'' . I%-,----1--,------ ----Ifl 4''y > £§- . :' Centurion fire hydrant, A-442, 6"MJ, 512" MVO, 3-port (2-2 �"°:" "" - = q / / - NST hose connections, 1-41/2" NST pumper) , 1-12" Pent Opr Nut, i _ ' 1 -51--ice?" T ss \` ! open left, color: yellow. Fire hydrant assembly 2 each 1.:?'(...:0 - , / '� J F4 Tsw WALNUr 5� - .E k (> n. rr "'�"P`t- - 9 'v O.5� SwJ _ 4�Ol+lU7- �s:Y /K11i7, D ' '' ,I".'' a •Ru ` 5, All pipe and fittings will be cement-lined. Pipe will be Live tap of 12" D.I 1 each -� rA` . ,. ', : '... I. , ,,��, 5 tyton joint, ductile iron, Class 52. .;` rI I d WI N _ERTST dS.FONNER\ I» .'��.0 I.: I h=S.Y .lAMFS'$Sy F /'i / 6. Each fire hydrant shall be installed upon a pre-formed con- ,k f J _ I y',sw.uR,oNsr age / 11� � /_1' I I I`� Iv II 1 t, ----:-- _� [� } I _ ass_ .iyP / (tom _ / crete block with 112 cubic yards of crushed l drain rock. ENGINEERS COST ESTIMATE: �- \ 6t/ h f Tarpaper will be laid on top of drain rock to separate rockV `� \ � `c _ I �', from earth cover. 1,900' of 6" D.I. @ $18/ft I I \ FV$34,200 _ ��� � 2 fire hydrants @ $1,500 ea 3,000 7. Poured concrete thrustblocks at least 8 sq. ft. of bearing N. / L surface at each tee, bend, and blow-off location. Miscellaneous, live tap, etc 1,800 \ ( - / t / 8. 36" of 3/4-inch minus gravel cover for all mains in streets. Total: $39,000 \ \vq\ In easement area, 36" of earth cover is adequate. \ \ N 9. All sanitary sewer lines 10' laterally or 3' vertically of CONTRACTOR'S DID ESTIMATE: \ N ito-fiR« - water mains shall be encased in concrete 6" thick 10' from \ N &."62 `: _ crossing. Where crossings are necessary, they must be made Contractor's bid (est.) . . . $33,000 \ '\ _A- - r -------------- \ at approximately 90° with at least 18" separation below TWO (18% adm and engr.) 6,000 ,r0 f water line. Total: $39,000 \ `\\ ))9 10. All mains shall be tested at 150 psi for 1 hour with a max- \ \ /**/.:: 1/imum loss of 5 psi. Static pressure = 90 psi. Pressure- . _ _ i - -- reducing valve will be required at each meter, installed by \ TWD and included in cost of each meter. ; I I I'4'i1 F «L. 11. Tigard water District will install all copper services prior• \ C v I r' 22-i�Z6 �I h1D to blacktopping of streets. Meters will be installed by \ \ \ �' �• , district upon individual request for same. _ \�,� � I ^ 12. All mains shall be cleaned and flushed with potable water \ " i' \ I ��,,� I ` prior to disinfection and bacteriological testing in accord- \ Cb CO 't 1-- I ance with A.W.W.A. standards. OSHD bacteriological tests1-':.1 will be taken by TWO. \ 13. Upon completion of installation, contractor will advise TW N\� ` G �'� of total construction costs to which will be added 10% for \ I ‘ \-' \\/}) .-0*.I) D ►r . district inspections, water loss, overhead, administration, \ ' —* tii _ �_ / l ,� --- �. a same ng ate ., and 8 v engineering,_ including "as-built" `. �„ xu_ 1 . Y '_ . . -+ -drawings,. updating master map, intersection maps�, etc. \ r.C�t � --- 6444 (Etimatoc� 18�8 must be on deposit prior to begin3t ng con- \ \..7 . \ >r x 5-4Wf , _ �� --N'\\ t _ __ __ stxucton) . j, 41-__ A , --41---- \ 4-c> '- , 66 1/ ,� 6I-. 33, f I5, I N v .- r/ V4a t I c&l:/cLciaA ' ' , � y��, � QQo l/J� i / c U h ( C . 40 \ \a‘ / ' ' , � = _____,7 2-Zzve OeN 1/2 --"" ' I 0! ' / ;;9-1 II --- \ So I 1 �54 •DEaI�if1�N6f i : , Ny, ,,rt �R 0 :<:c:Vei,::ay.;:6:::::::::::"_„,---:j\l'kt:7'': � P e r—FG Z�� 9G, � a <p 44., 7 14 i / / \ ...., cke io, y.e 60 dzk• 1I , , 1 \ e ` er < l Nair/ i / .. ,94 .$ . , RT scx 4.1 16 .___ .)Lit -i-__} i ( 1 , \ </''''';'\> 0\ty-rw, - 1 IA 5191.h L. 1., 2 - liol L_ __ / t21A1 1.NUglidrif PRIV '- - - 6o 4v,.gH- --_ '''"--*-' `- --tri„,+tvfx61202(tpj_ i t___-__wczi- -- lot .-41.9i lot --4-_414 it= ,,,,___ . . N. .\ "f- . ______ - TIGARD WATER DISTRICT 11 1 ,(1. 4114 PR J �j� I i1 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223 r)(1 r6'. faV5 I IH47- - 1,1., (o MJ J _ 0 N N 0 'T- -r0 TELEPHONE: (503) 639-1554 ' WATER PROJECT / it; ji I b- --gig -697 i ea -_ � -� I I -( ; /02 -6i I &_a I1P\ I GI E". et,' 2 " I I / - I 1 l- 1 I ui / I Robert E. Santee, P.E. Administrator L___ __ _ ..� I I + Scale: I110 S ' L 1\4P 1(.07 �O1t2I5 SOUTHWEST OFFICE SUPPLY — — -- • :tg �kes,�s e E •y •"4 g teal ..tea■ .�a r1f fie, �, - O. • rvi W A / ' / 7/z \ / \ ac in .. ... .E.V. T-r. ',„- __,.... - - 1 i ' a: 8 .... , pRIVE \ 'Lj. Butterfly Valve �.t._ / _ lu ,° �� } ri r. 20 / \ // / \ 44/ \ \ �[ W at r • 00.. ‘ e . \ 10 V �- .! \ \ \ 29 e k' ° Install � ,�' 0 a z A / \ / Q N / ,. 12" Live Tapwith "�_u,� t c QcQ �� pi �! . a > s 19 ,?/ 12 \ o �( na (n�j M !tZ~ 1SaiARE \ 1 12x12x6 Tee and -� z�� ` - s \ \ / �� / �� U[JZ1 Ui7T \ '� �y' 6' Gate Valve ) . ., ``�.;� •,��;� �I .• }� � S o�c :.• . / . (47 i 1 \ !� ��'' \—_,. , � 'fl4ii etll i►. �� +L rt is�la� i 2 \ N28 /47 , Z / 9 \ \ N • • \ X / ' -V ' .t.,,,R.1.'54.:,,?..7_ . 'my.' 4.5' . :---- ti1 z N 34 o I ........,. . -*:) N, _. -__ LEGEND: .?...'" ..7. .1:: il...il:1-41116T-AC :::::iii; �L1�.w,d�w GT' y.�i �� 1.` 7 lz .4.5.; :--.1.-cit \ \ 11 8 05 / \, . .. O s- Existing Sanitary Sewer ivissaasia• • •• ro o•• ./ \ 26 . e�. tt^�u�f�/ _ . �►ww■n■ a TrrA •� • - ./1 C� / / \ ! _-_--_..- Proposed Sanitary Sewer :-# I tli •.�� 4;Uri • - �- c� 5,, �. :afZ•■wwaa Alt,\ ..�.w. •a��•. �• •� G� / Q / Po � U �© :--, z.: r /� / 4 \ \ / �/ \ / `!5 / / ,I _ "� .- ,t1 . .-.^ ' •�. -- r w�d. c� 9 A / , w w— Existing water Line _ c. , '�� r--1 - -- �j�■� i1 '.... ..., \ 1\ . 25 \ , Q�P / 36 / Pro sed water Line i•�� -"F':. + ��i���•a��� , 1 7 / / exist n9 �„ Proposed Water Meter >s ��'� +c wt. /., •� 12 •" / s \ '� a o- Existing Stores Drain •. _..• . �� ��;� �`��•�';��' a� ■ v�9a `L \ 24 Easement g �►��.` �''Z�w► ` Ill, ` h \ / / v Existing Pavement , 111111.4 - R P5 s � t,� �/s�774.104..;ern 8 / �s U11�`�fie. 7' 5032 . �..as.\ �� _ _ _ Existing Curb ..■ t� ° . ■ iatiS�a / \ 23 \ / _� \ 15' utility I ! +�� t �� ����� — I ,� .,xisting Easement �N I ,� �. •> >� �./ \ \ ii i /! 13 \ \ \ \ / '' /� Pedestriar. \ / ./� ©_ "' a +. � EN \ n � (�/� iv... ath �+ / r ��•U \ \ i�L�1W \ 22 \ /'/ 31 \ �. z5 i/ CAUTIONdI I!�i� �Y 3 Q�J� � \ \ MH A-7 Sewer Laterals for Lots tt ii T �� \ / Ill 49 , 50 and 51 Just Barely 1Lt 1--Z1 fGs ' `iII ! / ,�/ O.5 11 I �2 FittinderstormLine. MAPi I \ \ 21 \ \ ��. propdsed 8 Lateral Grade as Low as VICINITYw14 / 30 . \ \o PedesttrianI \ \ \ v \ ��� \ $` path 13 • 1.0% May Be Required. Scale: 1'=2000' i 20 / \ I� 6 9 15 ' IItility� �\ \�� Z 1 /\ "es/ �j� \ 29 \ and Pedestria \ \ �' \ / /J_ GENERAL: 00 — — — \ 19 \ / \ V Easement • �nsalsQ c3� cz / \ ).1' f 22 Bend 15 \ AO / C5\9* \ z� 9 sewer and storm drainage` 28 All street water sanitaryj / \ 18 \ \ O / � � \ \ 10 / \ '`� - 1� improvements to be constructer in accordance with the �• • sq: Z: 5 — — \ / '�/ f ' „cow • �' ; - uD Standards of the City of Tigard, the Tigard Water District Cl.. C1:: 1.--- 6 I \--< / \ \ \ l �5 � ". Ta G. I and the Unified Sewerage Agency. Improvements will be � , i41 / \ 27 \ �F' $ ( t 14 inspected during construction for the purpose of 17 \ / / \ 5 �a I Q I .ci / \ \ \ ✓ '-`�,uH�71 ,' Install 45° Bend acceptance. Z Z g ' \ \ / c 26 \ - • ac LE and 6" Gate Vaiv i 2. Contractor to obtain applicable construction permits and 16 ¢ / / \ A 2 ei, � — notify appropriate agencies prior to construction of all 2 \ • $ • , e�1 improvements. �J � ..,...,\\\ \ QD 5 9 \ i�:� 3 . Extreme care shall be taken to preserve existing CC ® o �/ \ \ / �l� / < \ \ c r ., •.. •�__ I 1 - I - 1 I I — L..a.2 and survey preserve existing C� Iv A—.. / / \ ` / / ` 4 \ O UL111L� ; ' - �+ �\ 15 11n�1'G�iC�iCixti.�, vcyca.nb�v:. ....� ..j VJ 7 \ ` �/ 2 \ 7 o Easement '� 1 4. One As-Built mylar of all improvements shall be provided ® Z �" `� -N1 �-- - - - - J t`, : I to the City of Tigard by the Developer's Engineer. 3 / �F \ 2 3 \ \ a, 11 t aft -Z -4� 1 / \ 6 ��._ H ------- '--- — a -�= I WATER SYSTEM': '� e Z Z zs � �• �' 0 \ � �• B— —�- LANE —1--1— - - : - D; - �' / '� \ 22 I .r• �._--- __ __ _s� I 1 s i W W A. and Tigard / 4 Rio 1. All work shall be in accordance with A. 2 �� • \ \ �s s4., �°ix %., i� ■ Qe ;, ',� a �o , f 1 • ; , Install 6" Water District standards and will be inspected by the Q cII / 5 �s - . z — -�j— — .1 ., , .- 'Gate Valve Tigard Water District for the purpose of acceptance. / / 1 21 \ �P door o� Install Install Hydrant �� Contractor to notify Tigard Water District prior to Assembly construction. \ so y �v' • • s i 45° Bend 6" Gate Valve , 14° `� 8' Utility/ c• •o E'3"�� 2. All pipe to be tyton joint, Class 52 cement lined ductile . s / ��- Easement p 20 N 4 / d e ` ��.c , 11 . , 1 I.s°. iron. y( -?/ \ •� .o 1 1_ ; 17 3. Fire hydrant assembly consists of 6" MJ x 6" Flanged tee, �' ) \ / o �� •• / 3 3801 I 6" Flange by M.J. gate valve, 6" M.J. x M.J. holding ` v J . i \ 3 i. i A •,.1' • ,o� / 36 + '1 , spool, and Modern Mueller Centurion fire hydrant, A-442, Install % .�� ( off- 6" M.J. , 5-1/4" MVO, 3-port (two 2-1/2" NST hose V 1 , l 19 ° � .� � �� I , ! I connections, one 4-1/2" pumper) , 1-1/2" pentagon I„, 221 Bend • �r , a 4� i v • o , I operating nut, open left, color: yellow, / ! s 35 i 5T1-r • so' . v , 3O�,F, 1- D 18 4. Fire hydrants shall be installed upon a pre-formed 1 6 ! i •• • Ss 1 concrete block with 1-1/2 cubic yards of crushed 1-1/2" r }'p I'7 DI. 1 drain rock. Tar paper will be laid on top of drain rock 5 4 j 1 2 30 34 _ ! 1-O ,_, to separate rock from earth cover. 3 ♦ • t — , , t a 18 7s9.MH ! 39 . I �- F 5. Install poured concrete thrustblocks at least 8 feet • / / /� / 33 1 s+ , square of bearing surface at each tee and bend location. 1 - // 40 I _f 1�'.. I 2 1 Install / /. / 1 � //f1 22�° Bend' 8 ' Utility MN A-4 196. 36" of 3/4 minus gravel cover required for all mains in 0 1 f / I 3�\ Easement 41 / Install streets. 36" of earth cover required in easement areas. • AllI 17 /, 5 Bend_ t � 1 ©i stall H dram ( / 7. All sanitary sewer lines 10 ' laterally or 3 ' vertically ›`c�_ In y I �%.. ' of water main shall be encased in concrete 6° thick 10 ' 3 �'S.j�}/---� s 1i - - - - + / Assembl and - - - - IL. f6 `� Y �•-- // , from crossing. Where crossings are necessary, they must 0 - ! —� -•► 1 +� 1 6" Gate Valve °¢67 • v A _/ '� L ■ `` _ _.-_ Li mom* � K 1 1 C -.1 ��, : . / below water at approximately 90° with at least 18" separation 0 - w �- - MH A_6 M _r i �I MH A-5 10 c) S D i COURT!` + -■-------.-.-1- --.�..-•-.-f-.-.-- .-.----•---------------='�------- ----- ^ "NT T 8. All curbs to be in place prior to installing water main. m W.-LAURMO T ,DRIVE is * - '- 20 _ t_. Mains shall be tested at 150 psi for one hour. Maximum "�-�"� • 4nE •'o �i 1 D �. ° Install ipsi. Staticpressure = 90psi. 2 m O ") -' °D a � r-a � 1n '� -' � 6`_ pressure loss is 5 .. � v ENCBMARK a.- 1TAo i t to �, - - -- — 1.t9P -Noy o `'-,n o A o {o o f , �� r: A �° • a 45° Bend l�it11� (�fi ; • et. - _ — — 9. �� _ — 10. Individual pressure-reducing valves will be required at - j5/8" Iron Rod -� 1 each meter location and will be installed and paid for by o � j Remove Blowoff and Install 6x6x6 � R '` 13 204.41 Connect to End of M.J. Te and 8 Utility I gard Water District. L o i y the Ti o 10 16 Easement 1 15' Utility Existing Main 6' Gate Valve I Easement 21 All mains shall be cleaned and flushed with potable water '0 U cri r✓, 11 12 j 1 II� prior to disinfection and bacteriological testing in m ¢ o 0 accordance with A.W.W.A. standards. Oregon State Health o 1 Lc) m �` I ° f -- — . 31 30 29 28 27 26 ' 25 24 23 22 Division bacteriological tests are will be taken by the 0 o co o Ii Tigard Water District and are required prior to placing •_ . 1 14 , 3 15 I _-si �}- 5, system into service. a l 12. Tigard Water District will install copper services to - , j ( -- 1 • each lot prior to the paving of streets. Water meters -T- i _ a W.O. No. . 870 T i , D D D �—'— 1 requestedwill be nstalled by individuallyhbyTeachdlotter District as E s� , i I I I ► I I Date Z8 AprU t�BZ j I � ► ,, , 51 50 49 48 47 46 I 45 I 44 I 43 42 41 40 39 38 37 36 I I 35 Sheet . 52 1 i ° •I I I ( • i I SEWER SYSTEM: I nn o v [ 000 of 6 ' MIONNfilM "^' ROLLPVCgravitysewer pipe I I I I ! I 1. Sewer pipe and fittings to be I I I 35 with �_ conforming to conform toRASTM D-3212bber ring type I I j ' t REVISIONS s S s ` -.. _ _ _ ��y _ 2. Sewer • mais to be airtested following trench backfill and • No Description J Date By C -�- \ • • `. �•` �""'� .r compaction. Z. A5EEV1 TS 'T-3o- , C} cyzpc ._.S.W._M�RIVI - HILL= it- c � ' •� �� /� " �-�;; —�'-'-'S.W. ��-- --. . . .` —__ ........ � --"' �"" c 3. An air test report and a video report' (along with BETA �,,, w w v - -.a s *1. video tapes) shall be submitted to the City, prior to -"'!- • ....... ....... •` / 'a. "' '- _ s.�S�w .+; 'FALCON _ �.--R�$E - - ,,, connection of any buildings, for City approval. _ I !• w la �e - gam - \ �...� 27 28 29 1 4 2 I 3, _ I 4 5 6 30 31 32 33 I 34 1 y7S ' Shcrt .41'........11111.1.1 • .. . . . • . . . • • . . . , . • • • . . . r,-� � y � l � '■r■1➢Ihilri�rll■■■•i11■■ 1 i ■■ ��1'dll■�cl�riit�dtim����r:n�iiin�■■ECl�ili'iM■11 ■ 11■�iiii`iCi�i■ ��II ■11■■■■■■■11■■ ■■■11■■■■■■■tl �� immi=mm.mmmw \ . - • - v ~ t\{ .tCaa r.-aa Nil: : ^ . '��. a �' ni I MI= MIMI 1:4 /0,4%//, \ / c 61 - s- •..# m ._ rrrl 2 id/// ....••••• / \ ciit �� = ;, z�, j /tail a W / '// \ 0,, 4 • ii•140$15 l r ''' = 19 \ J31 12 \ ono �M V v ` c \ _ i ii ! �'= .:.. .. . _ , ,amilliM g a koeG s 1 .`Q' \ o O �. �Ln1UV ll /� . . a . • \<- i ��SVQ \ \ �j�' :i v 011a40= - ` . 1'- 2 a i \ \ _ 0 , / 4.4 / 1 \ 1 \ • • 1.•' 3 \ 41It 2 \ Fumy'LA a "li 11:111111 -a l 10 \ \ / "� / -9,rr / ,�== Per: ;=+ �., s W ca es. $ Z/0. Z / I a \ t • \ '\\\ /7 8 ,/- :5:. I -__ -... \ /' 34 i V7 \ \ 26 a ,LA • •uir■ A . �-► C� 0 of .�� \ -. / i / \ '• . MCC - .sagV�ii�ij�j��h■'zar 7:: r�frJ►.■■ea■■■..i� �r% "T` \. t` ,�-! `/ / \ �• ` - 1 .' s` i1 # :� 11;�a „-gym' .-ism\ M--_z• - .L' - 'aul" ''••C ik=n Mr a���• e O o.out \ \ • \ a CI t♦ N1- :\ . 4c1 ------ / ' / \ \ (('' / / / \ \\ f:. 40 / 33 R-12 rtm I; I ` -, *44 Q36 /1/i . -• dbas. Tartr...7.7.... sr. ..... w 1 \ \ \ \ i 5' ---I ► v6 5 24 Q Ls. J'\ Existing �; I �4./ 15�IItility, Easement [ 11' 1111 l MA :8 I \ \ Bi e and fate`'.R*2$ �i�: �� ' '��Scale. \ Pedes an •ath .4 - ji ■, ./ ! \ 23 \ Easement i r �� 1 ler II - aalli 1 \ \ \ \ \ \ �� N \ 15 IItility� / - 1 `-� - 1 :: ■ �• 'I \ 4:: . 1 13 c / Easement -f , ; �' _ ! 1 i 1 t 1 ! ■ 1 7 s UV Q�, _ 31Install 143 L.F. ' . - �w \ \ \LAKE\ 22 \ I ji'l L \ Install 8" \ 12" ConclCete ��'/'' ; ! I i I :•i i i i i� t ( �" - _ - / Asphalt Pedestria s I.0$ ' \ \ 21 \ \ Path 1 ; / 75 VICINITY MAP 4' 14 / 30 -\ 11 \ 2 / _ \ \ \ , y / \ \ CURB \ TOC- 6 / 13 ! LEGEND: Scale: 1'-2000 6 \ R = 42.00 ' \ TOC- 1ss.ss STORM LINE4gq: \ 20 \ A = 159°I6 'S8" 187.4s TOC- s s-• Existing Sanitary Sewer 0 - - - - - �N \ 29 \ L = 116.76 �/ °� 87.39, NO.1 Cr \ 19 \ / ' \ ��� :r,CURB , w w- Existing Water Line 0 / \ •e• �"� - Existing Storm Drain a 1� \ \ / 0� s' \ Out 18P'.( R = 42.00 °�" v o is 5 / \ 18 �/ ,So / \ 28 \ 10 / * 13.9.91787 72 :• 0 = 121°16 '52" i I ---- Proposed Storm Drain 0 4C '--� \ / \ \ \ TOC = 188.40 bs h• • - - -- - Existing Curb \ \ \ A = 61°28'40" o n iOte. -..; CQRB 114 8 i P / 27 � = 188_56 Proposed Curb 17 / / \ Lu Q ... L = 26. 82 TOC = 188.72 TOE- ! 4 ` \ \ / / \ \ - ��, 188.O5 ( R = 25.00' i Proposed Pavement 26 / p 39°05'36" 4 / v \ R = 90_13 , J x L = 17.06 ' ( I _-_> -� Drainage Direction ZU \ 8 O L = 39_37' \ I C = 188.21 c Proposed Centerline Monument i / O \ 25 9 \+ 1 � A = 188.32 o Combination Stop _,-- ----- ‘ • \ /� .r1 \ I \ rillm \ I • _-..t a , 'oOcC= = 188_4 I Proposed Com- inat o erSt PC, a �� 0 .i / 24 7 R R = 30700046 T O = 189_28 _ I ,...- --- •� - . � ` \ o a . _ N 0.1 � �ivC=19 0 71 �5 L . \ �� "I - \ \ = 61.29 ' = lig:L.)56 co ,: ( Install 22 L.F. v Proposed Bike and Wheelchair Ramp ,6 • 3V. �' c 12 is 1'�t 12"Ins Concrete ! Proposed Street Light • / F.Q9 23 \ i TOC = 1 s9 �,I is 8' $ i o Proposed Mail Box \ "4C' t / \ 6 / �! 43•• Install 57 L.F. V N F ., \ \ s :--a:• 12" Concrete 1 , Op 0 - r 'V / N ,� / \ 22 \ 8 ' /-t- + LANE - --;}--- _gam s9 s = 3.13% • Q E • GENERAL_ Utility ,- w f 16 / 2 1 `� \ Easement / �� `� ,0 D . - Install 33 L.F- ; k- Z - /� / / \ 5 _ TOC = 189.70 12" Concrete 1. All street, water, sanitary sewer and storm drainage Q Zas 21 - = - 1.0% ! m rovements to be constructed in accordance with the CD / 1 i / i \ \ S7JB� at19 0.41r f , P / R = 3.00' p = 191.12 i Standards of the City of Tigard, the Tigard Water District Ir 4• \ / = 0°00'46" l il = 191 82 and the Unified Sewerage Agency. Improvements will be / y ¢ P ° i L = 3.48' = 192.53 9! T d�. inspected during construction for the purpose of v` I d 20 \ \ ` �� 8 ' IItility TOC { acceptance. Q O - ! �P" Easement 38 S•; i » permits and \ 2. Contractor to obtain applicable construction J W 3 // R25 00' i notify appropriate agencies prior to construction of all \ / i `�7 A = 89°46'47" improvements. cc .c..5 1 19 CURB / 36 L = 39.17' 3. Extreme care shall be taken to preserve existing ! 8' Utility improvements, vegetation and survey monuments. _ R = 117.00 / 1 ' Easement CO` a = 59°59'I4" '� r 35 , a I 4. Streetlights shall be installed in accordance with City of J 5 4 \ j I if ! 2L = 122.50/� o , R= 83 00' I I 18 ! Tigard approved Portland General Electric layout. J 3 ! a ;s � i L = 86.90 ' 34 _ 3 9 - I �8� .. I � 1 I B UR 25.00' CURB f '1 �- 4_ �"- R - 25.00' 40 CORB I o • 2 J ' 20 = 39.27.OQ" �- Q = 90°00 '0' " 38 R _ 83000 / 0 ��\ o j ( L = 39.27 ' 41 Q. = 90 13 13 • •• MH No.2 19 STREET CONSTRUCTION • " � R 233.0d ITOC = 205.17 TOC = 205.17 Install 21 L.F. L = 130.70/I ' R = 267.00 " 8' IItilit 12" Concrete •••• 0 = 05°07'35,, A = 05°07 '35" � A = 205.3 PC .. � p = 205 41 Y 1 � �-"- �. of _ - t = 205.49 + = 205.6541 Easement s Concr , 1. Are artionx aggav9tioa, fill construction, subgrade �, S,yy S L - 23.89 L - 20,85 _ 1 0 •o+ z 03 - - - - - _ _ - - _ - �� / p p re ate base, surfacing, primeeccoa1980nd � - � -------22:7 J ` ; p = 205.6 A = 205.88 - � paving will be done in accordance with the 3 LAUR NT " /immpi �- - - -- - �� T• _ ' • ' 41 •Z�l�',L�I7�ii► ° ' Standard Specifications. a a 6 CO �' oo �! "' ° �'' ° •o Irb '' •' 2. Roadwa area within street right-of-ways to be cleared d of � o� de ti. . URT _ + - -S.VY.o +--- A URMONT $ s - - .�._._.. _ ••• Y t `�' = 41^-'- "' L DID/Y/E, r+ ® / all surface vegetation including trees, stumps, bras�, m c .� w G• b.I. dX u in rr K 7 M �- MH No.4 Q------------•------ -- ---•-- ,Y -t� 20 roots, weeds, grasses and debris and grubbed to remove �n c• w o•-= w , ---+o, w w .--T. ��v if a o � ` � � o- � � " b MH No.3 RIIRB1z7.00 all stumps, roots, buried vegetative matter and debr='•s to -- 10 y � er C �( 11� 4 - _ - . - r-,►- a depth of 6-inches below grade. Waste materials to be F. O U v _ o `n =ENCHMARK • CIIRB _ _ _ j 5/8" Iron Rod ' - R = 267.00 - -- � - T - - - - A = 90°13 '13" disposed of on site as directed by Engineer. 13 �' 204.41 R = 33.00 p = 056743 35 �i8 ' UtilitVSTORMUN15' IItility Install 1I L.F. = 184.23 pog p Y '16 L = 20.85°35" _ L� I Easement 12" Concrete 3. Roadwayto be rough graded to match existingto rah _ 10 11 LA = 05°07' L 23.89 Easement NO.2 prior to installation of underground utilities. U `"� CO s = 6`.4$ 12 ; 21 ! 4. Fine grade and compact roadways prior to placement of ° p 0 H _____. ....._. _ _ 1 1 .° 1 - 30 29 rock. Proof roll streets to 95% of maximum density as Q m 31 28 27 26 25 24 23 22 j = per the AA.saO T-99 test method, scarify and sprinkle cu <t 0 xm = 14 1 j 15II -�., 7 S water on subgrade if necessary to achieve above p l 11 _ 5 compaction. j 1 5. Second lift of asphalt shall be placed following build-out �--_ • .- of 75% of the residential lots or as directed by the City W.O. No. 8707 I•-D o -J I o o-- D �• I of Tigard. Sweep, flush and clean pavement before Design - , �A, l Connect to Existing applying tack coat and second lift of asphalt. I I I I I I I 30" Concrete Pipe I • Drawn Cf'� I Date z 8 Ate; t�s-r 52 51 50Ill , 49 •48 47 46 I 45 44 43 42 41 39 38 37 36 1 35 o i 1 Sheet 40STORM DRAINAGE:� 1. Storm sewers to be C-14, Class 2 concrete pipe. 6 2 of I II..... - - ...... - - - _. 7_. _ _ . _L 2. All lots shall drain to the public storm drainage system. I Roof drains shall meet weep holes in curb. s ® s s t- .-.- - - _.- ...- REVISIONS ` r I 1 _ - No Description / Date• By 14...... / �. 1 uawrslMw�sox S-W-87 gew - B_S.W_M RNING - - • - 4 - _ �, _ _ .a r/I. S�•w• _ •+ z AS-S UlLt$ 7-30-8�(Trek w w ' lit...maw ammo exim Impome .m••• ammo •mmok MINNUI 0/010 4.M=O MINIM.I �� o y - --. - .-- w FALCON- - - RISE_ - :� 2 I 3 I. 4 5 / 27 �0 ! 31I? 6 I I I I 32 I 33 I 34 . % • I ro/cct 4/76' ,Sheet - , ,.. rw. ,,,.,• - .-.��_� q; y. ., __.�,.•..�;.._ ;�:.. -.. r . ....,_ - _ R _ 1" I f ` I l I I I I i 1 f ( 1 i 1 1 1'T 11 ( ( I I r�l _._ _. d ..•. g - iii i waal�n�asenilimom Emmaiiiiiisomo i l�IC„ 1 1 1 1 1 I I �'W__ ��r1101190��f1f■Il�llllr■1I�Illili�Ili�r�IDd ��� i �110�d��� a�st - s .. .. 6 7 8 9 1 11 J)M1 •' "1 s • r . i r r p- r r r p i r i ... r,i . r r r p...u.r. r r r r •,r r r . r r r p r . r i . r p- r r r . r r r ` r .. . r r r p r r r i u •-.a.•. r . e p . . , .. ._ • • p-T -r r p r . r . r r r p r r 2 -I1 8 p .I _et _0 r--, d o • • t - w -J 43 h v 4. Q) IAo W pc m0 a d• 2 N oo m z t N j N to t� a d Q zn E" r 0 0- il) W p .11 • N O 4�i QQ t` h i �+r 0 �� ° ,• z -� H W w Ro- a z 6 Nt �I�( 6 Q� aa a o N' + r- • 0 N Q ,v 4t2p.�E 2 3 56 ac > 3 143 l -13 a '' ,i I H 1.M ^ h t t �►NI & `� t�l p[ N R{h1 t J Z o QO t 0 O �� �}. h h bi �. C� GI 1. V O 4. + d 6 'Z S1� l g el . D i ZOo.BZ f W . • c . p t i + - 1,a. tc k GI ►c } + o Z I x = �, �► �n w� 210 �. Kos 2 0 0 W = l Q N 44.1� W Z x i V V ' °4 ,�{ 1. _ S 6� 3 3 coQZJ :N:Acr:FlI-0 ,qNP o it 210 �, o�co�cv >� I- o _ _ _ E`¢ISTIl�1G Zi _ V. v y Q ti�� _ - ,----- R�t}Tpic w• v �[ `` III r o 61 `O �EDc°TIC • 5 �_ I.E.. OUT4 4 �o �� w o r �� Y Z o oLF3 1 g-r.99 tag ' �RtM= - - --�.� _ _ v 3 0 a ts) N N O �I Ml IZ1 r_oa.37 '1�`� p L W '� + + m r) �. - . I.E. W w I ZO5.8I Z� Zo6.lz 1 -1 N W o- N +� �1 t.E. OUT 195.t3 ` . ', . 0. t 5: ,2 . I g%Z'$O/� Zoto.zG zo4.09 �'3.go Rtt�Jl= - - 3 v + . O_ 0� tgl19A.63 O �„„.......7.7 zos8t ' Q5.09 EKtSTt►1Cz GpKOt�PtD •`� �� ZOo.BL t1 �- - tte _tu • Zo4Zo f zo3.6�i• Za4.szz LEFT- tz�1,u I / R1M= '`� lid Q Z 4 �+ �* �, ` o� �f' .� Z03�1 / zoZ.87 Zo3.Z� Zo3.3L I ZOO V.0. ZOZ.19 Kl t��6 \ V }_ lU • y. rzlM= i I�JJ.S 1t�rt�c °� �+ 0 _ ��n 200 I 0+00 1+00 190 CC _ 0 N 03.sS Z03.3 O .E , L03.Z7 i STA.. P t. 3+oo t99.ez z_. _ �zoo.o� . • 200 l_Ev. P 1. zo-7.s9 _ - - ' - zoO.tO �a 1 m 'c=if m ° STORM LINE NO. 2 �� - �,,°' Q �. �. Rc, /C 199.30il 199.46 199.59 199. I O t>t V .� v ..c too' N.C. I . _ _ c O Scale: Horlz,1'-50' Vert.1'-5' i �, ,a V -• i STA . P.l. t+OD L� • /LI I SKI_ • A RtZK i=KLtSZ tVP �� EKISTINIG 14 111A V ELEV. el. ZOZ.Z9 t.E . GROT D tY - rJT I.E. OUT i�KPJLL LEFT R/t+V Rt4HT KN.) i t9 I.E.lE tt•t 14j4.fo3 C-7G l9G•3o C-�6 --�P•os t95.t3 /NSTifC r Ep 1NST-41-L s- -�.6% I - �_ PR 0+00 �� _ sE _-� 186 L.1- 3G ANC 1 i.e. 99 L.F? 193 19 _ 11) 1+00 2+00 w --. s-0.9z% 192.Tz 3C_ CONC, I I.E. dee) \N Q �` tom SE. lsd t91.G.3 RIM- I.E. IN I S=0.5p% OUT \-aoc.t. 15Z.53 18996 1 - - + .s5 I fi '9. 6 l2iS 65 t KM-. e9O 3 00 C'� 19O.31� +` �►-+� - t88.Z7 I al .. I Z v ZOO V.C. �\ 4e ?6 �_ 'IE14 189.1t a-1.7V. I . 1/ LT 1 Q . to J `� .� STA. 'P. I. 5+50 �Aos\ a 6 �,y OUT i88.7z - to Q " s r 8Z.1 i I k ELE�t. FA. 198. I , CONC -9LCe� �t88.4411 t8Z7z l HOC �a'.I ° IA r, \\ + t _t.E. tz•• �M i onto to ii tt ,, 4+100 ��w s I.E.DUr , tg4.39 za 1-.- O 5 0 0 6+ 0 • zoo v.c. �„ _ _3>=s, 1873,• ! 1 1 z a W+ WO CrQC Cr) til H� nt I STA.. P. 1. g t 00 z �. -4I bC CON R!M- Z LU a_ 2 o JJ EL.E�t . P.1. ZOt.3' t.`. lx�' �-U W� I I F1N115t-e I 188.$5 0LL 0 - �' I t'A't i(PAN EMEN VI- . I 190 0 -. '}' y. i J Z Z 7+00 -- T 210 0 Q l •t.. Q 6 R I 1 O0' N.l.C. 18 , F 1 KlS ri I �( I • �, mCO S.W. LAUIRMONT DRIVE& STA . P , +so �o (aLLI S:C Z RADE i 3 m Z e‘ *El (�! QL V n - 2 - •- ESN . P.! . t89.°�� , vy Catv0 I- - - - ROGk i Q �� Q roD Scale: H l)fiZ� �• 50' Veft.1 5 ;7 G R O U IVD MCo Z _ _ a u V r� I tLlI l ' FULL O 1 - B,acK - . IxtSunk0a + I + i Q d 4 J 8+i00 9+00 10+�00 i I I 0;4. 3 ! I.E. o�r� s_ z6 _ 1'1 ill �1. 3 o f 3! ZZS L.- lsz.L7 180 Z •� 11 � _\, 4. I �,! N a , 20 0 18 0 -5a.z 200 `ZOZ.4S I _- J I �� Go + I.E. l I Ext 5TINc� ° Q �c--too 1 tze.ez �Z � RS Co ` 199.76 Ci ROunto N- cz a1 s I _ 3!0 I I LEFT R�W TT i Y KtM= � t too £ It t9�53� t93.�.z ,� I.E. 1 100 2 . 00 3+00 4+100 -0 c., c.) 1ll of i • ft � o ��. _ 3 STORM LINE NO. 1 (13 'Q ��sC\` 194.89 II S` - m fl0 III 0 ' Q 0 - COElt cz �` \ t 3_a \ `1 N li ; Scale: Horiz. 1'=50'Veit. 1 R.tvit-zi --�, 190.cz. 190 170 I 170 o 19O I \ I \ 190.74 t Q _ S=Z.96• �� Ei1 - 18970 t8 �o t90.31 J 11.1 S.W. TAMERA LANE • ' �l i.L! �C U �- _I.E. OUT RT. t86.70 I j �� 1 Scale: Horiz. 1'-50' Veit. 1'a5' t9 1 = • � 100� V.G. � l.E• t�: t_.T. 18fo.3Z 1 1 CC CO S'TA. P.1. 1 34-00 ` = ` r t.E. OUT LT. 18 ..17 + El_EV. P. 1. 1913.4G __ 1 \� ! I I CO 55.4 N.0. -`�-J �9 t I I STA. P.1. 5+Al 1._1 I ii - 0+001+00 2+00 3 00 4 00 5 OO�t.�l. P.I. t8a.go Q !180 i + + + �, �► I s 03 7- � / i �` Zo437 N Q / i 1 d) NI O RIM= PROPOs . I O 1 Rtn/l= PAVE MEt�1T a of zoo.oZ l 199.az I 170! 210 m r coN- -1 _ - _. I / I I - o 200 ► _ �' � - �o �, � to • �� IQ ` -�I B.yGKFJLI- 1 p NI ��G K O 4 O O m • ----. .-./- / BACKF/LL EktSTttvC� , m a a ' / 1✓l LL Gt7ZOURID� / i m E`�tSTttJG� KlM GjC Q Q ^ J (caRoc.)N.t) tcDO.ol / 8A 9L L_-F• 8' P•IC / �� 2OO co 5= 8'/o �l.E. t M � 190 W - - - - - ' I.E. Ot�T 190.9Z + PROPOSED - $Iazs G1C. -15' I.E. IN 19o-1Z 0 PAVEMENT .0. NO. 8707 121M= �� �• R4 1�0.00 t 85'� /<, I.E. OUT } m / FILL Design �� /- R $ t 89.8o I 0, / i gPG K Drawn r � pGK , Q ±ezaga ../41,%.11,1 RtNt= t93.t4 SA /LL- $gCKFILL - 8+00 9+0 pGK � - � RIM- � OG� I.E. OUT' • Date Z 13 .+gyp i i t987 ZO Q t93.Z R 195.9'7 • -�� t _ Sheet $,.Q1 5- t.E. aZ.z-1 + 190 �90.0 , ` _� _ Of 6 180 _ OAT 7+00 - 190 3 • s�� -v c s= so-- Zqo 180.49 t� tS- R� Ns REVISIONS .... t ttt. I.E.• tt�l I.E. OUT- ` . ll B•1 o t-i 8.$o No Description / Date By _.� I.E. tN I.E.-t oc�r I.E. tt1 c-c-l.as LINE A 6+00 t86T� 1-7G.47 18.5t'o Z • .h5-su►�-rsa-pro-er4 Scale: Holtz. 1'-50' Vert. -5' I.E. OUT -- '- I la,.s4�� LINE B 18 IBZ.7 Scale: Horiz. 1'-50' Vert. 1--5' 180 1� 170 V .. _.__.,,_,.�.,. 1+00 2+00 34-00 4+00 5+00 0+0Q 1+00 2+00 3+00 4+00 5+00 .�.��, - - 74-ojea. 4175 Sneei%_ , • - I .I 11 _C�`C' _,1 1 _ [ 1 t I L, 1 1 1 ,I, 1 I 1 I _I if I Li I_I j1 ,1 I I 1 1 1 '11 I 1_l ILI 11 c r i r 8r. r-, r r • - -r r r r 1 i . r 1 r • r 1 r r r r r ...-r 1 r r ., i r r r r r r r 1 r r ... •--r- -r-f-r--r-r- r i i r ,r . • EASEMENT •AREAS t TRAVELED RIGHTS OF WAY c- �$ STD. MH_ FRAME 9 COVER 6 ' ui o•• rlo TRENCH WIDTH a zM FINISH GRADE MAXIMUM PERMISSIBLE ��� c cv • r .... GROUT NATIVE >- ec _ STANDARD MFi. + r ••` �'�4•./�' i ,A AT " ae '0 �. •` 4 'EXTENSION RING �� f �� �'-0 CRUSHED ROCX FRAME S COVER FINISH GRADE '� %•., 6�� ABOVE TOP OF PIPE MATERIALS , CLEAN, Q . • ' 1 DENSE, HARD AND COMPACTED. C = .8ET FRAME J STEPS I "MAX. 1N MORTAR • BROUT� ECCENTRIC NH. TOP �-2-I" . ' 2'-0"MAx• PIPE SIZE TRENCH WIDTH ;� t Q > •s • .. ... _ _ ���������..»�\���.��� -'_ 1 ` s '" 6 " # 2' 0" �y• �_ OZ • / •• M" / / 1 2"'- .: i •i i f I MO O • •r 4r. •CONCRETE EXTENSION ___ l r•'\ ` •' x 8 ' 2' 0" j\I W s A RING INSTALL AS REQUIRED > RAM-NEK JOINT MATERIAL �r ~•!BCORa"� AOSIGGRADE. �j S7Ef'S " 22 "- t 216r SELECT GRANULAR MATERAL ' ECCENTRIC • /� _.___-_�• 1 r- - IN PIPE ZONE-9S COMPACTION S MH. TOP —� ''� -. ` 4 , ' , _ 48" �' • : I 14" 21 8" l2 MIN. .► _ RAW-NEK JOINT J i -} 1 1 'GAta/. HANDRAIL.—....,... , �' •�4 / •214417/"I':::::1......;:•:.:1 `a_� - MATERIAL OR EQUAL I 1 I/ ../ �� 16" 2' to" : .::. .�� .'-• �6" *; :` > - 48" _ A. 21-3"-►• ' . ':. -•• - 1r\ i STD 4 8" M FL RISER -.__�` ." 16" 3 0 ;;; j •; ': ♦'. `. s`^ fv �`�1I / �- • 18~ 3' 4" - ;. PIPE _ ..� u CO 0 N1 _ .� ZONE v°‘. 03 \ c , C) �� 12"MAX _` _� t2P �.4 MAKE SURFACE SMOOTH . o I r• �'"~ " 1 " • f 4 `4' �- .STEPS /- ( a FORM GROOVED INVERT • Z___ r.:, 20 3 6 •.'' A`�4~ t+Q• W �' TO DIRECTION 0 F FLOW • - • �d Qm3T'D 48" .. 3`-6". 21» 3• 6'• D 2 • - "V'. 3• COMPACTED GRANULAR ?iceaMH. RISER-�' DOTE �•�-cc • BACKFILL °• 0 op ° UNDISTURBED 1. INLETS-OUTLETS AS REQUIRED �''- •• •�• 2=0"rTh: o • 4 '-' •� 24" 3' 10" J▪ ' �' 4" MlN. or D/4 �' 1 1 2 MAX o o p G-11 0 EARTH 2.WHEN SEWER ENTERS ABOVE _ _�•. ;v::• 17n SLO RAM-NEK JOINT MATERIAL 27" 4' 2" . INV.7U 1 fV.,.• Cv p O CA 0� BOTTOM. OF MH FORM A d .• 'a ��� -: :'�!- - OR EQUAL LET OF GROUT OR CONC. „AL' '1 17ft SLOPE -0`' •. .4. o Coo F AS INDICATED. I f / ` - ► 8"MIN, 301• 4• 6" � �' - o... ___ t 1- .. . 00�\\ MAKE SURFACE SMOOTH e I ' - ' ' �' •�'• •+ o-'o. • FORM GROOVED INVERT I / • :•1'. '.'• • 33" 4• 10" . `I •, a �>••L e •'•. •-�.OI •+ . - D/ TO DIRECTION OF FLOW I ++ • . �' _ l r / - • • r + r'.:a-..a' `.' a ; ' _ .: - •• --i- 'off . I1 0 � ..• o • a o .Jr •• e \ - • . Opo • . a oa � o • 0 0 0 010 ' �• �•� • .s--1 " YCOMPACTED i �i ° b;°o ° °ppoao ODdO pO 2 LAERA " 1. 1, \ - `� 42" 5' 6" c.) 0 GRAVEL �3/4 -i/4 ) a 6._0.1 MIN. I 1 ‘. ! ' - D - - 48" 6' 0" •1• -{ •• - . -' ` _:- "•-'� ' ' o ft•1LAYER COMPACTED STANDARD TRENCH cr QZ -.11 0 8MSN• �`s ' "d; I ,o• 8" MII�L; v • . i GRAVEL ( 1?-0) 0• ♦ 00 0 00 ' 00 0'• v 6 voodpo ^� L o •° ° l.I.D./2/2 0 0 ° ° 5 Ct 0 STANDARD MANHOLE • o � � � NOTE : I. CONCRETE SEWER PIPE TO BE CUT AS NECESSARY Q . AND FORM SMOOTH JUNCTION CHANNEL. 1-611 • Z , 2. 4" CONCRETE EXTENSION RING INSTALL AS > MODERN MUELLER CENTURION l= OR 1=0" BEHIND BACK CO ILLI V REQUIRED TO BRING MANHOLE COVER SFRAM FIRE HYDRANT, A-442, 6"MJ, OF WALK DESIGN GRADE_(MAXIMUM 3 RINGS) 5 1/4"MVO, 3 PORT, I 1/2 " PC Cr3 Z OIC uT /t.00 1I.T ADC\t �, 1 / • r . ..1 1 ,r I'. 1' 1, V1 V•• I �� LEFT, COLOR: YELLOW I Z T 6 STANDARD OFFSET MANHOLE Z CZ Z h Q --- ., k. e‹c . . • VALVE 9OX • NOTCH LID FOR co Z SIDEWALK FEXTEN aC LIFTING HOOK. 3"OR LESS --; A.C. ®l` • Zw :-.7.,..4 zsziii2,1;....A:•.•:.0....." X':....L.•.....„.,..... "":.t-- 44 II<C 1••• ir „I=:" „177-2P iiI file :...-.,/ s- pi-iff ....__.-0.--.0E// :..-N30 / :..k. __..___._._s.-).._..-a.:, i,,›-.,... CZ . rti= ‘....i Z ' ` s MJ HYDRANT OUTLET rt GATE VALVE 0) i )•-• La .......I Ct /// a \\\ • WROUGHT RON CR WELDED .__.- --. w _ -J 0 I t # \� FRAME AND GRATE-SEE -i� 4 G a •' - �, •+.. oe . I V i n_/// MAIN W/MJxFLG _ � � U • ! 0 11 BARS-1/2"x %I t�J .O t 111 i,/. _ __ --.3 L- . ----\‘\ B.... 0 _ 2sG , . c� COVER ROCK +/ s• : = �. = " - -• �1-_ TEE PLAN) ! ! I 0 et t r� t . .__ .-t ----- flat boR 111 8 t ;,- l o l - A j A ` rw"� BEFORE BACKFILL Z_ 6 MJx MJ - �!_ 1 0 e. IR f 1 HOLDING SPOOL -.. THRUST BLOCK l - -- • // 1J +� VI-;:::-. : _ ��„i�i= ��� BEARING • MIN. } !// / I I/2 3/4 %/- "\ t " •- I /// II, 1 CONCRETE PIER !!_ \\� t •1 I ;� �J// 2�-9-7/9"----y = B L 0 CK (3 S Q. FT• =/i/=/_ • \.S� ' •• ,s . : •,.%/ GUTTER UNE� 2-8-IrL DRAIN ROCK 2 S Q. BASE) ' ��:/� MAX.. PIPE pe 1 _pil ` 4 ' 1 2 - --e• ... ( _2 a,2'x2-I/z1'x3re"i = FIRE HYDRANT DETAIL ce PLAN VIEW l°' f 0 o 0 ar". COVER 8 FRAME TO BE MACHINED ' T m c r- TO A TRUE BEARING ALL AROUND. �a"� • h3/4" 0 � m ' „ 2.. o • .. 5/B!3"BOLT MAIN 0 2 -3 to 2 ea. end RODDINGEMIR U 3 t`% 2'-I" SECTION C-C rF2..-9-7/8 --••-11 „ _ " I O F 2"GALV. --�1 STRADDLE BLOCK Q o • 2 _03/4 M OR 10 BEHIND BACK RS 1 m v S..4-t/'2" SIDEWALK PLUG p "c - .���..v•��ax ������.r... \NigiIN We �'I. NORMAL !DWI �F I CONCRETE \ SLOsx STRAQDLE BLOCK DETAIL Ati \ `111 ,.z s.ij ii.....;..... GROUND I METER BOX SIDEWALK .. ...,:. % .1. 1 .t ,_ r " • :i: :.� In �11t_111= '4: 's'..i;:a. -;o. :/:'�::'_.•. `-4�.'• :�•:•, .. I W.G. No. $�07 - 4112 DRAIN • ---- _ _ _ 4-I -1 praitYl -~ _ -tit=11 :s. _ _ a. arcs o„ ( m :iTE.E N AT ', p` " -ru o o, : !tj_ IT lIt lt��Itl zh=1��= 'P. Design c j .•F 'rigyiiii� iiii. T ant GRAIN T21 in i J Q • o i� itt =1n.:'�l Drawn' `-�"�tY,�/ f w I t SUB- ::. - „- CONCRETE THRUST BLOCK- ro : • MADE _ _b Date zs A•s+.;I t9s'7 -•i -, : ___� SEE STRADDLE BLOCK DE • l_ l_ r_ii- .-- >'') 2 TAIL FOR OPTIONAL I 1 sheet'> ;: :►-��. '' " METHOD. 2 BRASS(AMERICAN MADE, 21-0 " —�-- • ► AWWA APPROVED) GATE • - r _ 1 " I ..I '°• :a VALVE s� ",r_ ` I-'' 2"SHORT �. 0� 6 - 2-7 --�6�L__244 'i6 . 1 11 11` ▪ ..-I-- �6 11-3/4-'16 _ �. -% r: .. NII:PLE8 I •. ,;1-.. 90 ELL SECTION A-A SECTION 8-3 90•ELL :_ :• =r '• REVISIONS • t0 ••�•;fit: 1No Description /Date. By CONL-mitt T1, BE 3000 P.S.I.-20 DAYS-6 SACK MIX 2" GALV. PIPE t AS-SUtcZS 7-3041,4 ' T.J. PLUG OR M.J. _ • PLUG/CAP W/2"IPT . . STANDARD MANHOLE FRAME & COVER STANDARD CATCH BASIN STANDARD BLOWOFF ASSEMBLY - Fro - i -75-Sheer X_ • • 1' 2 3 ;,r r t w X :r r 5 6 7 .e r.9 L•'.4: V _ - - • r.,g �WI . ai Z II a r . m o= Ca 0-6" • p' W .. .5• C �-- CUR8 ,Q ; .. ^3 ` - - 6 - :..;; v:'• x�,�:; ;:; max: tr'..,�x TRANSVERSE EXPANSION JOINTS 3/4"r 't'`'M\a`' Y'"\' '' 4 `' � SIDEWALK EDGE _ �:,::� :� • ,� , v•:�'•xr.•,.4:.•!`C �f r ,'-0" .¢ > � ,:....r,Y�...�:rr rX • 1. 70 BE PROVIDED AT E ` ^,r~ M ACH POINT OF <,4T ; '� , .:.? �X CY OF THE CURB 8 ATOTR z �,s .:ul �: �:Y TANGEN 7 "' ? 15' Walkway Easement • AS REQUIRED TO LIMIT THE _ -d ,a �'0 ::•:;:�. .=_ :� . GR !)E"TO' NfACCi{ LOCATIONS •a: •a ::6- ..r_'. X� .SIDEWALK' SLOPE. 2, 5�� UTILITY STRIP W SPACING TO A • MAXIMUM OF -•�i_: - _::' � L s 2. MATERIAL TO BE PRE-MOLDED NON- a; D . • '` .'•'lr. _ EXTRUDED MATERIAL WITH A MINIMUM - • •d • • -' ~::: THICKNESS •OF IJ2" . a- �• - ••.�• _ "'' ' ..' SIDEWALK SLOPE 0.0208 V.Y. :•Y . '.b ;:;•. •:::>•ti .;. •." ' - d . 4; D• r'f;:�•<�;r.� r:r; ^f RAMP SLOPE 0. O 917 JOINT ' _o_ • •::,.�; :5:3•,.• ,, TRANSVERSE CONTRACTION • . _o. • . •d • :Y•r�:,c '• aa•r`'``� •, M CONCRETE BREAKING STRENGTH TO L SPACING TOAqa o . • _ • •`: ' ., Y`,,� P AFTER 28 BE NOT MORE THAN 10 FT. � c •a a �.. •X. BE 3000 SJ. IIAYS � • J 2. DEPTH OF THE JOINT SHALL BE AT .ao4 •• "�rV' "" CZ' if TO FORTH OF THE CROSS - • • • 5 -O• 2% CrssSlope I..nNAL AREA. 4 �4 G 'A'• ' 'A • V• ' .4- • � 'elf/ • BREAKING STRENGTH : � `v " --'•j .... / , ;*7.,,,</z./.----J, , ,,,.. /c'y��� , " Class "B" 6' Rock CONCRETE ♦ . a-o 12"pax _. . :::o ;�: /� �.� ^ / 3 • / a•mob. .s .:-: . o,•.:•:�: • , Asphalt Base BE 3000 P.S.I. AFTER 28 DAYS. T I • - l. TO STREE •` 9 .. .. - t %; ��, ate.'?.••;: -. • NOTE: 4 o s 3/4'=0" CRUSHED ROCK LEVELING 1. Install two weep holes GRADE TO MATCH SIDEWALK SLOPE. ••�'o� 0'-4" COURSE AS SOIL CONDITIONS REQUIRE per lot. •-�- •'" e�+ /� 2. Roof drains shall meet �� ��� PEDESTRIAN PATH weep holes in curb. STANDARD C BICYCLE & WHEELCHAIR RAMP (1) • Q ‘ZIC 0) . • LLI o 501 R/W - • I U Qi Front of Mail Box to Match Back of Curb --- - 25' 25' 1 R/' P/L Z �3' , - 5' 17' I 17 5' -3�• GRADE TO MATCH �— I i -`! O 11 2''-6" UTILITY . STRIP SIDEWALK SLOPE I U 6 � FINISHED • E .Of SIDE WALK [� Ziaft..‘ 6 CROWN EXPOSURE t ;._r �••.rw• , ,i:V.M yy�` • K;; Asa• <'4.,•;ti • :. :•.•::•:, • _ , s D O \l � � i _ .. Y�7�v y. -• •. � -.r.. X •'_Yii��. \:X .�CJ.�'•••i: :Y•.�:.M_h. �iw. " w . �� •�. ` 1 - 294 r xL /-'.. .. �``�S •'�,• �,.;••�i }t: •-yam" _�.- - r. :Y R: �v v.�.v�' r,w•.ry GJ►•�v. S - 0 0 : -,�ti^tip, ,. ••�: :,::- s,r: ;. tti. • . . �`" .'.. ' ' �'•• _ 4 4 3 D am •--� ••i �r:r•.• Vj? r..:; �..L�'::\ %k� .� , :{ . •�,. :Y _ r •mot•: :;;.::� � '�:�\Y ,1: •Y• , •L- •i{/; +��'� 1:\�''}•�wv, fir'•• �4y^1 • 71 ..:'•• v v:a `-:• r: . r.G•• rrs +edAje.� + i eter .. � .ti :�:-. ,•,�.,.1.a'. .,_ r ��,. ^�-. � .������� Metal PostZ (..) � Cs�.�; -. .:y ✓.. :•�,✓'%., f.4...t ,Y_ )"• : v. •� L: �� ; r^ ;:•^ aV v 77"" •:• yj„ ` y- .4:•. •• •,::�.vr l :.••\_v;.'tea•f l.,4: *, 1.G -..• .':'.'V7v�.r^ , 4:- •,.. .. ...s:ti.r..4.- : ' \:•;`;t:' l`�•'�:• ��..�.:...1•:.;�:i:.;1v�µ�= r.(�ti;^�M.r\y v- •�•.t_,C ..�0�}��:�•�P•��;•.�•:`i.�-'`f'•�%_�•. •� '..�+�16�� • • r 1/�"x32"X18" v '•:��:• :•v.•:?:. •'?i•:L.�`\-�ti:�.: !:? 'CSC'•'•;3,: :.•.. }Q•.�: .� .r k,.^,:J.a•:_ -,„z"-•.�?...k:. 1;5?i\''•�� ..\- •'4y�v " :: ' �,.;�^ ;:: Drys � ; � M � L' .fig:. Metal Base R/W ),: .., ; -• S.• •• ;i ti w-:: •to .�.•` ^. _? na /}� • �'sy �..r,+ ';; -!.j iR'�!kr•%:-�-,:�j�•• Sn^.:ss"' "' i:. ' ={._'hC' s 'n• ��'��-� +� J� :a .f•' 4f.'` `V w v %C��'•. ;?; `X`n ':1.,:: �4+r•� .0 i"�:iG `��!, f ✓r►:•,•.a+di+w > r�rw�^J. 1 " G Avg, `�:.� r �.• �• •. .•u:... �y'`�» � 9^: t,• Z : .. `- - - .• 11 } �:":^• yr:.,•i.r�::i`.. ti� .. r^:• •" �♦ ^ ._•.�,YaY.. ,.�:1'7YYJa i x,,.ltiJ., y��. 1't'•�Si � C `?v Ci) CZ . 211 CLASS�B/C1 ASPHALTIC CONCRETE , :':"•- �.•,.:�• ,: :�Y•r ? ; ' a,``�. •:a:'` aI '0 Y;•''�'r`'`�. ", �a. - .. . —4mmiiim • — y '• ;• SIDEWALK SLOPE- 0.020 8. ,, �o �••' :t .>.,/ . " Z 2" 3/4'- 0" CRUSHED ROCK/GRAVEL O.-6" - • • ;� / ��\`// I/2 Bolts for Support, t = " 5'-0" 3=0"� RAMP SLOPE - 0.09 71.:- ._ - �` " - ROCK/ GRAVEL 3 0 — �'_•' , ...i. / /�.\ Double Nutted, 4 Reg' d QIC i DOTE: 8 2 0 CRUSHED 0 CONCRETE BREAKING STRE>;1GTH TO + + / ��`� . , �� Mail Boxes to be Installed rti GRADES SHALL NOT EXCEED F2% ON LOCAL STREET; 8E'3000 PSi AFTER 28 DAY S i' %i by S. Postal Service in CZ L v � � 4" X l2" x 24' 0. l� CURVES SHALL NOT HAVE LESS THAN 1 �� >��' Accordance with Postal ��RR f00FT. CENTERLINE RADII ON LOCAL STREET. Concrete Pad Regulations V 5'-0 h• INTERSECTION ANGLES SHALL NOT EXCEED �. - Q 60° UNLESS THERE IS SPECIAL INTERSECTIONgill - �\ DESIGN. _ - - - ONE INCH OVERLAY REQUIRED WITHIN ONE YEAR. STR-� • 6, :c;:�o'�`� + •a •. - MAIL BOX CLUSTER ' t. d-1 :,, :o tJ •-: .;_%• �i . 3/4-O" CRUSHED ROCK LEVELING R. r COURSE AS SOIL CONDITION REQUIRE - CO 1 11 — STREET SECTION — 50' f 0 _4. LOCAL �'�-._.' BICYCLE AND WHEELCHAI R RAMP co 3 c I X • * ; -cot- cum _ h'_ I c� EXP. t = i/2"PRE- ULDED EXPANSION 1 Z 0 r E R. g I f JOINT JOINT FI LER m to 3 13 4 .. • em0 `t c c - - 8 • ' �- ' ...yi„,.. r '- 0 • i - ..,--....,,:•_-..- • ��'-,_4" i O Lz p C) • 30' MIN. BETWEEN CURB I 1 APRON SLOPE sID rA .gr ; ^ � �: : • a m C° CUTS ON SAME PROPERTY. I i 3 3• _ JOINT ACCESS. • 6i'r ' -• "-,y �' .ss Y p t� (AGREEMENT) ( '' "'•-'- ,,4io .: _.:, •f„{r._.�a' i • R/W r��� Li tom- 3 3�1 -+=r:;,�� E O •- -I : I E CURB l ` I ` • f • A • CURB _— — — • — — — -- - — - - - - W.O. No. ( 1 7 R/W .— FACE OF CURB - l ' Design 0 e•E Tigard A L 111 /� Drawn - NOTE: CONCRETE SHALL HAVE, A,MIN..; Date z S /��•'I 9 e-r BREAKING STRENGTH 'OF 3000 5' MIN. BETWEEN ADJACENT I 30' MIN. BETWEEN PSI AFTER 28 DAYS. - Sheet PROPERTY LINE 8 ACCESS. INTERSECTING STREET - • 2"i R/W 8 PROPERTY APRON SLOPE = 0.0729 I ACCESS . _ _ - �� :.. ---- _SOP OF CURB EL. ALL CURB CUTS TO' BE MEASURED �..p•e ••,d •- FROM TOP•OF•CURB TO 70P•OF• CURB. • -4''o a 0 REVISIONS 4'' S• ECTION•0[d A-A v 6" No Description /Date• By • i _: • DIMENSIONS (ft, X 10 i 12 14 16 18 r 20 I M M.BOX/ i:rV, 5-10-81 Girl . Z AS-BUILT" -7-3O-87 40 DRIVEWAY CURB — CUT • LOCATION RESIDENTIAL DRIVEWAY - PrO 4/ oheth/ _ • _ . 11II11I111' • .. •r .,. .... _!'......'- - -a........r �,:��.,y-u.:.�•r +'•'� .✓.. _ ' - ^ Y 4:: - P. s\ / / \ v, JOI .-.. -0----=----'"/ DRY°!E .\ I I ii�' _ I L /,ii/ :/ . :11 p.m. e.,..j: 41 . . :.' :.' ; :' WVWTATA=1 -- ' m . . y .=1:7.....1. 1:111.1 .114111311:=,..4.. .....lift. / . \ / 1.4 0, . a • ! --, •:'' • , W-:1 .-- . :::-.„ .... enc, • \ / • 10 t! - .. .. ..111k.,.., ...--4,4 . 1% .4N, LIJ 0 ••-•• \ 4 i \ 29 ‘ \ / • a 1/ 12\ \ ' D ITTAN1.7 / / 1( tto''' 1 \ \ ‘ „ (0,-. iin,R,/ i / ) I:4P: 9 0Q• wapio1/4.N,, . .4 ,z . . ( IO .t� 7\ \ 28 / Q � \ o '` AWN .�' ' ,o,t■ • t,...\etslies,, Ili .I.,uN z o 9 0, k \ i /A2 - ... .1,:':".:.,:..'::::,..:: ! A f/l?C•136) 4/e/ 1'56 \ ..". ' ._''' ' a Fil 1111 ...,.. '-':1.-77;4., . • \::. f ‘. "114 ,1":0.1 . I- - 1 -.. ,:.• = 4...74:7*,.,.. la" 4.5. . . #cE - •4 ‘1 : 2 7 • z34 r' -,.., - ' •,tea, .,.' _ \‘ -____ i --, .......\\ \ / 4? / / 1 BS \ \ / / - 1 V , ���C...1...•� ��,�_-� 7. ,•V.L. \ 11 \ .7%\ ‘ \ i /(LjZr./i Gj r , - --- ') • ►ttc uua��L1furs .1,444-.41 1. r,.o�+w1Jf-_- , 26 ..� 00 \ / , `���` '1/ # •r,. j'I../�{! �.:Airusaa= �.uNe/ / /N 33 \ 3 / I 1 ,`` _ ,. . . ,::::, ,,„:1_,..., .r �',.Lam- , .1/ 4, ///// //19° . . • ., V . , ' ..v. f`\ 13 1 ; / \ 25 Q� / / /36 / ,a_12 ., ;3 Z.-11. .. IMIWV. ft:17414: 4-..........---L T -----1 2 \ \ 5 \ 4 i . - - ....--...... . :ale Atill 78 \ \ 24 , ..' .;* - '''43" . / • Scale: - J6-0 2 \ ro h ,� •� �,"tail ,:), -c, , '�: .", sx_ t 4. -� 9 tfe6.5 "i r I 41111 T / 1 , 2 3 / ‘hs, 3 °O�' Ov �6 S .� _., I Ir---il � • IL el 11 !�I , e.i ,■ It I \ 13 �, � / 1ay� r� :::.. .1411-.. -•-• \ � �189.7) TOP OF j 11 51' � 792 f___-- -- ___.----____,-------, 1 . -\ l�Lrv.1� 22 i ,"� ' 31 \ :.,./zs vl_ BANVL ,�,8 f �i5• Utility { ! r ( i r Ili•• . .., , WO 1 i . -..-4.-; �� c69.1 188� ;/y: //Easement / �)gz.o ���W \ \\ 7 \ I I � Alms am c 27 t564- 1'i''°- tom► ' 15' utility /s;l :3 1 - ; _ v..a 1 14 / / 30 �' � s� Easet - /4 i 3 i,a� - • \ i / \ 20 \ +d�7„,\....,,,..., • ti tr�s\ a1' 136.8 I ' IV). t 1 jPO�5. 4 c y , , �� I / /�/ \ y , , 29 ,�h 1 99 '�e. ��; 20' Setback Line j , I �{-� i -.a �, J � }��1 \ roc. O -1I 1 / 2V O I a-7.49 8 g- t 9 7.'S r 1r�r \111 t 1/1 18 '� 1/ ../ed. 190 193.4- t59.'D 7 ie 1 ` G I ► VICINITY MAP us 3 \ i I ; 1 1 / or o +-+ r..1:.. / I : I 1 Scale: 1 20000 \ !� I I '� 2 7 Sh NKt�3.3 .. 1 s0, t h ` cE-1:hjoco oU m(/ \ z : 1 Inlz CL . 77 s �' 193.1 t�l.s 89' �aT`.;s� I8: 1 ��I 1s4 , ,� yy ,� Q o i_n _ 1 +, 1 / \ �g2- ,�t5 \ -oc=. . / jt c p 'it93 9 ` I •-I [� /� 261 , TOP \ )7 ;ES MH0\ I ; �. % too tS9t'o lao5 1 I so' Riw �+ 4 j y \9t'T3 �3 '1 OF - \ C 1.• TOP I 2s' ( zs n .0 a CU � S 25 3y ►96.5 8 \ 9 \ e. is, �/69�w f I , i 5.ANK 3 b IT• i 17' s' 3-- ~L• CA s \ ,16 0 195.4- , \°R., �o t i J -< \\1 0tio / / 0 / / � ' �/ _N / II i : g 9 I_ t9tii yO \ eN S ■I I i , 75 19 • f \t i 5" CROWN 1 o O U 1 �� \ / ,� 20' Setback Line -�_ -� .rioc =1 I I , :�f.3• ,1 i c_ = o ozg< '`, c 1 /j 24 t�s 196.1 ; \ + 1 / i C L 0 cc \ \ Z ti -/ / • 96-� (p�1 f198.� • , 5 '' -�: s ` _ii1 j � 96 1 ! z .ca •p 3 '� !0 4' 1 ►oo' R!wR/w1 ,.�`' o� li C' 0 \ 1o 'j 1°�7.5 o `'• O `G = :::.!"etit.? r to'D tI9 �98 O . � yb T G- l'�_•ZI" CLASS-C" A.VHALTIC CONCRETE (OVERLAY) Ct93 QI / '� .� •, / ► 5s ,�• / ,�°`'- H f9L.>SG192 19 ;oc'cs�7a� U!H �" t N 1 T !� ¢� c ss = l �• \ \ '/ 19$.+ ��� 0...--0-�--- --•�--- -•�.--`� ^^ r� i // l Z4? 11 �. 2 CLass•BeAsPHALTIC CONCRETE fr o 1 I 20 AO 409%_ l0 + 1 s - �J, 1 - C •- 2 3!a-0 CRUSHED ROCK/GRAVEL o Co i �� `� e'� 2 to5•6-. �Zoo.4 -roP -oo- / ..r���� ;LANE ( ;! I _ _ >.t� az ` ! ,�_ •I J r NOTE: 8 2 - 0 CR115HED ROCK/GRAVEL �-1 • �t �• l°�4•$ OF ' .Y�"" �' �'� ' J6 GRADES SHALL NOT EXCEED 12% ON rn r-4 .^'• �.� / f '� O BANK ' f.: l'• '� Oc= rocs Toc=T89.�o r1 ; �. �� °0ALOCAL STR£EZ (`i�J �/.► Et 2 ! /•'� �5-oc= Iez.s` --ee=;91.t i t.�.e c1s CL 1 ^ �/ Q "I \ �9�S ,93.30 \ • OG- • l_ O CURVES SHALL NOT NAVE LESS THAN Ct) •�` 1 1A-••• + IOOFT. CENTERLINE RADII ON LOCAL STREET. a J/ • ) 1 '� / �01.5 5 t�� / `�/ �I 3y `�' SO 78, 2�� OZ_u ,. 1 -i 9Z.4 Ii. - 9 8 INTERSECTION ANGLES SHALL NOT EXCEED y O .0 C y ` +ZOOS G�\ P , \w ` �- ' • ' f/ I l94 60° UNLESS THERE IS SPECIAL INTERSECTION / ,I / '� 1 m lOb DESIGN, .� ./ �j Q ,.., a cts / �, �./ e t i�" .. `Z TOPS O- Z��b� �OG'\OBy . . J►o.,�� �O /^ \ _- I I .�1. / I �/ , 1 1 ONE INCH OVERLAY RECUIREv WITHIN ONE YEAR. O H / Sk d ��•ti 4 } Zo,.� �Q /./�`% -�' ' Y (g��_l SECTION ~ o �;Cl2 0 r� 95•Z- •W e$1,11 Z l o ill k f l9 5.8 1 l99 01 2 0 0 TYPICAL STREETr ' e o �, o ik 3 / +� I -t�6zr zoz�\ .o° „4 r `�'' t 37► -38 12 s 155'S 0E o o �. .�\, / 3 cpco yo°/' i NII, \ \6 ' � 4' a N too I t980 �-+ 4 U ( \ t0 l96.4-f + gk -to 4, O� .i N� o- OF I Toc i' f97. 1• �995 LEGEIVD. u] t 7 9 ! o cao \ 8 I n t 3 ' / 10„a5 /• I ��. + �F>�NK \ 1980 i.9 5e • 75 t •e, t 9�.og co 198.3 I 0 i '` R, w ® o ' i so - sc 1 _ - s- s- Existing Sanitary Sewer ' o a 6 p tobz / fzos.° tx Z `/ i eN�G 3 5 iVA 1 1 j 199� � - , , c 1 1 _ ` \ � � 04• _ o�,a°^• •/-�����o�qS 9 S � � zoe•Z �, ✓�� �'S4'_ ; � I in ! �� u1 { 4 --- N -.--- Proposed :::a :ewerry �° � o P5 -t-oc I 2 z o •/ °. /2 - - � -- - � _ I� ,- + zoo.z4. zoo.z.- -- '� 4 - �+ w- Existing y 3 1�-r.� zos.o �`"� `' ' ZOO,° ,.,zoo•° t�s !'�1' I o Zoo 1 zot.4 _ _ 18 `' in- $or�iK •.°�� 0 0 ot.s + zoo.6 _ _ 9 1 1 i a Proposed Water Line co / M )1► ' / / 0 / 33 `"Ot3 zoc.� ° 40 0 TOP I ! � P _ 202 - p p- Existing Storm Drain • �. 2 _� zos.z �oa3 .��, ra o< zoo.a - = ot= 1 a-r 3 t9 ; c99s �- .s1. / oO- \zo3.3 5 N + zoo3 $AKK / MH ' I 4 Q `ot=6,t zOt.t Proposed Storm Drain = ZOGy zoo.IS 1�J 1.\ �° �0Illfiffil6:1 ^I f ,al P ��' .32 zo4� 41 / ,0"� I zoz.s g Existin Pavement • 77 I '�I °c zo�,o +°Z 3 w / ;' / �/ _� Drainage Direction 8 -+ t T - 20; Setback Lines �' '/ �� / �20• _ - - - Existing Curb �'5:1�/•-�_ 1 +i Zot.a tig roTs `,8- l• t zoo 3� t�( 57 / / f a oz.g zo3:o _ =/ �y1x r� Proposed Curb 3 AUR O _ 5 .._ .- Z03.3 .TOG- \ N , 1 • ::/ ZCO, �_ -�--rc= 0�,1 z Toc-zap a+ l roc=1993� -°G' U1 H I 1 cn o �... ` �� N� C 1.� TDo= 6MH . �os�r.� -- 1 1� 1 ' -- -_\ mH -. � / - COURT S.W. Zo3.4 Lo� �. �... ----- ------1,---- -.t - --.� _ 1913�4� 199.46 ' : , Existing Contour Tom= TOG= �- c � �_ /' / � 2� zoa,l Proposed Contour 'o :DRIVEj3_ `-� -of- -.r. �.r• - i�s �.�„ c Toc�t°19 roc-- -} 204.p 1 2 0 4 p �. en ei / °a.s�« TCC= / /. ' As-Built To of Bank o `n D• ` / LO3.3Z _,Z03.89 / �-- _ f ZOG,oe ^GY=Z06,Z1 -roc=Z05 \ \TCGs203.pt TOG i Z00.97 'C'JG=1927Z TOG=199.'SO �►°� .�� / -_---__ • 2WEE .•-5s' a' ��E-' �4' �o' 58 ( ss' �4' ao' t4' ` _� As-Built Toe of Bank o>; rn c ! - _ !• As-Built Ground Elevation "' o M r! I 16 S '20' Setback Line J zos.(4 _�05 Z _ i :o 10 17 2 r ,N ,� i ",,,N o L t� . M z a a o 21 J 0 0 p* _ �O z.°7.4 .Q D a. a -a Zoz.3•� Zo3.aj �8, 3 0 villimg, 31 ° 30 ° { 29 o zo . _ _ a 22 + +zo4.6 U CO O .... •. t 15' Drainage 24 23 zos.t TOE NK zos row .� Q �, .. 14 ztod TOE f Easement . ..-- ,-,,. ■MMO �► / M Id C , x 75 ,�, 1 1 leet,tyF i , _ •° _ zo�z a� o a o 2t0.o 209.4- LO°.30 Y� .0.0, `� I t 3 Q 70' �.' 70"� -- 54 54' - 70 58 se;..... •l��4' �•�- '� S 4 / �8. - - 6 _ NOTES: Iz.tLT 212.1 p Ztz .t ztz.t zu.l I zto.z i zost)' p z0e.3 I '4-- ' .N 8cr 481'1G.44( 3.47 5f�.`j IQsz. •zogz tzosz `zo8.� \ `zo7.z lib I? ta, I ' TO I I TOP OF 20 N �, I • . - Associates dated 27 July 1985 with adjustments based on Design( SAN c9 1. Contours from Grading Plan prepared by Bancroft and W.O. No. 870T,� • I I 1 I OF SA KY-. ( I Li �, , , ft �j round elevations at lot corners. Drawn „co 0)..52 � 51 50 1 1 49 48 47 46 I 45 44 N ( 43 � Jo 42 • 47 � 40 39 38 37 36 35 g Date zo MAC ��s-I 0 a 3r i 2. All lots to have positive drainage to weep holes in curbs. . I �i 1 MCDMIN13 I U Ha � Sheet _ 4 I I i 6 of • 6 / t \ i t� REVISIONS w w �- 11.111 �.- p No Description Date By 11 .� �� .� �. �. �.. r ... .. .O -- Nig �.. s 5 - �n ( 1JAM@LOT MO. S i3-a�qQ'� �\ / - ..._ -FALCON- - - - R[SE_ z as-sutt_-rs 7-3043,7C) 1 ! `` O _ :t w W ri % •••.4„ - ‘ 00' 7 \ I 1 , . 3 145N \27 28 29 30 . 37 32 I \ I I 1 IT 33 . 3 34 _ proice...6- 4/73' .5heet 440,_ . • • - . . �� luiiiKwiN .>rdepigkatiiiiiTiNagiee© g iir<iiiiii illaiira MINI r' 111111 IrIIII IMIIrMEav�IIIIIMIlrMItMIrIIIIIIr•rr >•11111111111111111 �o����■ _ 9 1