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Swanson's Glen Phase I & II
-. , . s 2.� y - - .5;. Far' ^,..:- •;y-,�'� - F., a (� `S` +.I s¢'jam ry a ti y y SE'S-'y S n� 1 J.,ar;� 1 � � l l +� � 1 l �'�aY Yr � ic^< 't . `ate' 't i , Y' -4 �W- ri' �rt _ o i i�t .fs. tool�.J� "$ j 1 C Er t ,l� N' � V "'f.. s 1![ • , i`1Car (��'�I� `�•K� 'f.;vim r� prp� �i` yYlj,• J � st'I s .b, ! `dP{ Y VA r f• / L d en construction, ii •a� er str c 1 _ �- { 'y�yj� �{ :.T� yd,`'�W�.t 1�1 #. �[ %'�` Ayi "t' QniTt nry���i/"� ►1'•f.�4Y � iN �Y�i ,SF' In Y .,, �•k: 1 ae {xia — s .� � ro fN r ■ / r� r C 46\, - C[ L[L 2 N V 0N.N /'fi ,iX� r „s � t, t KTD l t fr w Nw r0 AL'�: a - us i o in x s - (4r--- II i' �[(� m b� �y [y.� j.o sta a m� �.s4 v#I A7 }y� - nH Y4 •sFyFAi4 P, 04 Ai y# QM #eBV S 1/.•YYOB S P011 �1.1/2• '' ,.. Y � } • � Ty'.y��.�._i�; PENT OIN NUT GP[N �31 ij, x ___ •, '•'S` "Y` •�1 ELF CO ON quo,'ti�• t ��� Al).� � �, :. ' �Der `: `�'.� (���s- �'�,► � ' �� .--1- ,k, K -:3," ti0.44.,-t4't-0;,? = •;�'E-."& � - - '.. �,,w � � YENwOODha c r n A.W. s a ds. , � I �A 54414 . b aQ da cii W A: t ><1a �` . :, ��ruin 104s csg :- .. 0. 0 031 0., 0 2• . 2Q0 feet /.�.� ,�' .° e(y7�i�c ln` � i �y/:e e red c" (�.� t r insta d` [by ��1 ;. . � . : ., ; -�R�w: M I S :1,-- q re,;x " 't*!. 0, :do-, is aS' .A!`. ,'S} rC:," Y.rY[fOt V� Y.Yt+'K { �•'#t SD[ ALN [J E S�01. 31 c TWD - � ;� P ,# � �. �TW©..an �b �ud �o� c� �'e ``re;�s ':� �>�_ , 5 each , ?;�•' - (� �.�1 .�.; •4'd� �,�u �}7.' �� �4�'1� � ♦rye► b .f.�(J Va�VE� j - E.. - -. . , i' �' � ''� ,,} •?�-yy fi] � l • • )•Cf LESS,_ 7 l f• �1�1� r _ - ,. '�� H ;- . .� lr' � 1 each � 32,,�,' -- i c r �... tee. . :Li`�:',:'`a . r. 4'I 9 W I �i•.`� A t i s' l ed f l b E�. ans� �� '� n �" "1=�' be ��,. �n��'� xn �. a 2� � � "� i-- �4 ���`�?,.I�b� 9 P 11.• a ���D .ta� ��"° p �t a o � •fie' v e � {�� .0 .�' 1 each - •� , • . ;f; ��, �� ���� �5��`�Q��� ��� �Y'� .# ���.�. ��� .. � .��� �h� �k' ,1 �R� t��r rt • ♦ i 11 1' 1' ��^� � ;.+a)�1?` y t ductile iron', /} Y 2`.` j� , �i y� " 1� '� LQ� • ��� r d� � ��. �i, � 4►�kfss. �,Ge � ,�. r. •'t S:. - �- 1. ��[ "�5��� �_ R=� f•tLtKr, .,� r.l ;� K '!;� ;,Ch'�;�t�Y.: 1. Y ' to- 611,4 kto.?p1. 'o4, !t ` fit, ', titer, :w k 1, he ,ins al;led' b1 ' M _ r :.s• reducer . 1 each YJ HYDRANT OUTLET I+ 7 Y [ATE SALVE ,N n �, di yt Tot y�jt. d }{ eque d_g +ac1e ; " }�Y /i[(� 2 each - ' 1 ;�, �,: 1/ 6" 6" - .'-kt"a ,1� - ,#T+ k•44 , ;'Ji:, `'. ._? 40 # ., r.�tl '#'rF �e �1 1� •L ND '� ,.i wD[ 5. 'hydrant• 'a assembly cons s s��o .'h "' 8 or MJ x l j ;��, / ' : y y , g ,� �y■ �/J ..o n 4 each _ -< :;.. �. 4 "y. y�E'•• , ii •=1F.i5F Me d1.t 1' ► i.• • . • r_Y�A,r//YJKf[� »r� I' " r-< �! •d s' a, - tj .. - COVEN IDCN rt 4 (K�, E F4 "$ 'J IREIi[[►IANt 11 0 •'1 gate v` A MJ' holding spool, an ,, ;< �� ��e�, .,6': y'�� � NlJ al,v�,�� �' x hc� QQ . d l2. ,A�,� ��.. .sh. c e` h `-� ,.�,r =wia t' ��ia�er - - �_� '��� 3 each .,,.I ra[I- , �•�, lf`rJ.YJ Ate. 11 " lnsj b ►;. ..-l�u- {L'(�s .' �"*�tteic valve♦: . _ {/. 1, „* II Ij t" 'Y, r.' '`�• '/' �• •;2 J . IMNOST/LOCI -yY Y DU LA(BA CNfII I- � NOL DIM{SPOOL '� 11 M er ,Mu, Ilea" Ce Curio f�i ', >ean. , 44 , �4J, �a MVO, r hr y .y a jo q ,�7{may { y In f t to, ,,,- o!d i'a rkf ec..,tiO.0` n.3' Yt�, i.1[.M - .0k,. 4, i ` 4 �-Cfdr.47' ( !�:. 1.1 t r • • . `ea�'.h N� - -F_;7;7,�r:—:;\Y_ '`iESO ni,il MIN J 1 1 i `- ,� F. - tl - s° , a%' CON cr[T[ n[r s.'s i,. .- , r. � { 2 NS .,ho e. cori ' ions, 4 NSP pumper} , �`° 8 J- artdi wIi , .► .W. .�r`sarida �9 #lt%hra �3esrs �vo, . ,,• • 1 each t:s,. f o�.iTso "l4." P0,,4t.Op>Ir Nut, open left, CQ1gr.; yellow. Wilk be ' taken by Ttap:�- , t : . - -`� _= D .s[ Dr AIN/OCX r TJ . - _ : .Lp plug, . . ..• 1 each I 1 t i11 P 1kt , � 22.�O`bend . . 1 each Sae fire h dram; all be nst lied �u a re-formed con- ~ ` ' t� ,Y h, a / . uppn ,com 1 -- 1,n ' 41140,Oni. 4� ,r4.9tor- 4xtfa a1,dv.ise ?� r' STANDARD Flftt< HYCRANT o` t �c �� s�ed 1 '' drain rock. � ��. � �?� '� x �-- .�' Piretel bl. c k w$» h- cubic- »y it of .c U �S i • of total° ' `rid gy ;. % A :: ..x #on�.e s tc .`w k h w a1 e acri d :'`, o ,a Oir -h dr anb- ssembly 3 each INES ., Tarpaper wil -be laid' on top, of •dkain `,croak to separate rock d t t. - s av ea a , . _ T Y , � �, s � 1at>G #ori ea vercz t .>I > peq . tit . ". o ?; f> of -earth `co ' sam 1 ng, et. '.,T,3•_and 2 i%-'.fo :.�-n inee i reviiew, i.nt ludi•n . �'=_ :-`a-.,#-,:_� ,.-„... � ,� • - _ k MAIN ^f yy } }� } y t r1 "as;�b' 1lt'" d a, Ings., up4 n g maste-r",,map, :nterseot for maps,. , ;a, ,: :,. t.i ioureI ;:„ Qiicre a 'KI�ru t o k i 1 3i. sq. feetof bears #g e R000ING • aetc. (Eetiqiated, 1, 10,,V• tier -4erpos , p;16-r` t b g in: n�1 . ;: R` `ft ?, aset ' } I _ su f car`'at each tee, bend, an. � b ow-of location. �J A l E 'co4stiiuc+ Lon}', 1,,J f; > .I °, '"'- .. ENGINEER' COST ESTIMATE• (Phase 2) OR 10' BEHIND BACK OF YWLV.� STRADDLE BLOCK 1. ' , - . �" Ott ant ty SIDEWALK PLUG " � r'"„� % v q a i, p IF I CONCRETE . - �, i.•� t. pipe @ $36 ft. $ 8, 300 8'1 ' 3/ -inch mi us r v sf 12 D I l n ga. el for all mains.. tea. 4 # .0tat4 4a = 4 -=;>',#!, ,N . * ate • :. .-s a re�^H _ Y - 230' Gl p P GROUND METER BOX STRADDLE BLOCK DETAIL _ 3 0 900 k of $" D. I . pipe @ $24/f t 21, 600 (SIDEWALK ''`.� 1 ppt Cas,. `5 . . 3p feet .. • :: : , ... , ►� } j• �'} 900 , beef ' 6 000 JN�1�K<�, _ • 1 Pei- Qf 6 D.I . pipe @ $18/ft / -1n_1_I } '{ '1J 11i fj6,. • �3Q �fllz .1 ..,:,,,,.--.,Hs.,,,,, • •• k� r - n, lM311_JI ._ . /: ,. 11 . , 330 feet - °. : ,` 1 ., , �•=. er..r0lar, s� assemblies @ $1 50Q 4, 500 , ' ; :`. t": 3 fire hydrants - CONCRETE THRUST BLOCK • • NGINEER':S CQS'�. ESTIMATE: � ' g M a' T' t is • SEE STRADDLE BLOCK OE' �; ��ha`se 134 , -Gd�1'�#�►,C`ICl}� •S',���1�;•'E"a�'II"1�1`.�4;t: �i�/fia�e 11 .s 1 '� �'I�s'� �t���fX "va�.v�r~ ` . 2 each -� TAM- x ., _ __ ,',...:" �. z, t - " `_.«Y„ ,lk t y `' ,`;- �,� Nis ellanet� . T FOR OPTIONAL r �`"'mom •- '' �?.. SI:.L�. t d t 1" e�Tr'h 2'BRASS(AMER CAN MADE, E 00. 7" Q ofD.I. @ $36 f ,.1 39 60 „n c o . "{"�s"." Y.1_i V a, !1 E.0 .Yh VALVEAPPROVED) GATE r ,. l f tip .444. . •=`.14R' .4 '°;+• : . } �.i`,,ik:.` $4 .s ,0 ;.F ; i 1/ ., .. : �. � $ �� ���►.'. .'�� i `. .. Total: $42, 000 •,•�.,• ".•;:.; t'sHORt 32 of .0 D.I. 24 ft1 • • . . . . . -.1 0 TWI4 . $ dam} ev r .,.. R, ..0. _ - 4 each1.: _NIPP @ $ r s 1z , `• gar'• }, %=c ,.. `�: : :`' �: t� j {Sty: •` LE a k' N 'a`' ? >. 'fix.. 1� 90'ELL �= O'ELL �20(l of 4 U.l« @ $].2 /ft. 4(�_Q n rteo 6$u- t .` ' .' « '' - :Y.- '' 0 4:~ 1 yy 2 eac.b ,:, � Y - , e }I-i rt� . .fJ! A I. J9¢�`` 4F-, �`!'Y ,•` `. ik3g-«,.f i'.., } �Y' J .. Wa ,. - y i.a '"'- l n[1',. x' p.''. :s • L.2 ea, h : •.A .;••,;`, +•r to ci_ n ff��;;'�� J •.I' .k t' �`' (Phasev s, a2'GAL . PIP TI I;' 2) E N COR. B. IDI�S MAx ;W: n4 T �" E fi-rie hydrant a�l.sembl�.ea $l 504� ` .4 -5 •�T` ail. 5� °Q-9� ,� ''�� • I �:.� �r.J. PLUG OR N.J. :� Q � i .4+�: ; Q� ,�, � �� �-�, m3:�',... M+Iy.k=�� •Ip',t`; t�'�`:ttg's - _ s` ,• :�°�: _}^ s. -3-J i ' PLV6/CAP W/2'IPT a h Coni^ actox s ba,d ( s } r M.1 l larieous• .-:. I . . l . .. . 3 e c. . .'t' ,N ^" Fi' bydr►t assem#� 4 300 I tV -,�1 _, # =�� �.•..' � -� _ TWD (12$ adm. & engar. review} s ,y �„ M �" , =T' `�,i i e ,, V .+ew Ad+l.� `Total i { '�.�A_7�R xY`.»� �, , sc �`;�}� � ",.� ,:� .�-s'�'� +:�r•:c+-. .�.�yr�x'S-+.F per"'"......, ,. .r+ : ;,- fi. � _. ,:, -., ._> , STANDARD BLOW OFF ASSEMBLY • Total. : $42,000 . , la .home Sites:. - r;i v " AO 1.1 t l E C r`-i G r3 '' t .<Ir K r, t t•4 6 1`10 ►` t �-(E V t,1 N>:, VI , I4�T:� t,► ,► Gy, r)T ,nUD+.,� PHA 5 / �' p// SE 2 �- ;; i.>; :,ter Z''1 111�,fa 1,E, 8 Ni r,�, L> r ooi.� !Vg% � V5f7A,A4h1 { ` �� A�»Y �t�j �✓� UJ �Rit �/ ( li�I� ` �, I` �j� ����� �x� P ? 'f 1 1, Li..._ 14-t -\- , :. - SG SS 54 , 44 4 3 3 2 31 ► 0 +01 ?4 IS 76 77 IL ..t 78 95 1 -‘4, \}" C1 2 9 ,28 2! } 2� zS ,1� I / ': i N = d I =� gip. i •NNN G�> �r��i �r1�1 I - - - - -XU ,ate__ .r -- - __ _ -3Z `� + �' + I _► 1 � 0 -- - - - - — 1° I I N�'(A!,i. �T k. U p\ , Pt.6 Pt!, Q. /\11.. 7.7 __ C3 I �► ,ram ' ► 1 �0 �' -1,N‘1. ; , 4 _ '' - s 1 . 1 6,tede•K- 1 V,,e i'stb`e 45 1 J4 ,fie 1,11 I ! Z-�f} Q� '= I T�iG 3 " �3 G'V ; I N-;l'A L,1 F I4 -•-`i ! a b NI 5-� ° ii i� �� .AID` 3� p4_ N i 3[ ""___ _ L-r . - - -o- u ' I °w. ,3. ;�` P ;y'` �r" °,r ,,,,,;.L.,,,,„,,.,- . .: dl`':A-�'w 1 �!��1: E t t I .1.L. 1 - ri, + 4( \-i '----------_ . \,) , . 80 , \..... f---- e2 v.I iZ vi r.. - 24.1 ,,,,, i \-) 1.-1A I - -----..........._ iti/ :. ..., : ' ' ''''. ''':- er------- _________‘ _______ _.________________________ `` \ ' 1. , '%$,-'Cr e , - - ------ ---- -- -----I‘ig. 1 , • 7 ,�, 40 1 3¢ tifR i, f 1 + % 1 N 5<A t, -- ; 1 s \ '' Sz 4 t 1 (A G 1 IOH —� .��1 •A•y/ �„ #, I //�/l, `a \ • ` 7� ('t2 I �Y ' '•, t' + 9? t ¢ ..'I i . ,. {/� f t P Ro J /; � r -0� , l �I y\ / .�.��, ��� .� , . , - I ti 1 l,l 6 /lei(,, _. S/ 50 49 48 i ' 39 38 37 1 36 35 r, _- _-__ ___.___ L7� 1 (vj ��`�Q° _ ► v � G� ►� I, � [' �� V, 1 � �° ' 2 : � 82 •tip i i -�, 1 �� i ! ! / I tit C7 !�+�i (� '' l+�1 6`� d I *� i j 3 a��kc��g ! r u p ;,$s1 / "3 I I Nth (P�� �, `' ! I : 0 ----- - -- - _+ -" - -� - _ _ - i ,��o,'�m �a - 1Y" ' 1 ._._ s �.-_' . » ;�� t oil op-- /,�Y Z2 !1�° t 2 I ��‘i'� L!� !?_+I `{� ZO _ 4 o'� �o` J`� y — —' 7 # '' r r tt �� - ! _ _ ___ _ ( j' 'may �A ! , \to . ,-, If '11 �W !( '�� -- ____- - + -i_ __ _ - 1 'A �c� NI ��,i' - _ - t _ _ - U ' Ca - -- - - cP Is' � - - - __ j ....,) Y .'�i° 4;.. "4"� �J / . g°d" ..x,c^; 'a'" ' +"[,.�`` 9 s. r °k..-d 'Tr, ;'s":;'7-C ;T' k,;, 1. 1 G �3 � _' _lGr __:__= __ _. -- — _ _ _ _ __� g p4 sY 1` `�' GG 7l *! 6:::::: y�'� t 89 { I �`` `�wr► - -- Li l�f _ ______ __ - -- — - W ' ____ - -- ____w_ __,_ 0 _ "� �2 H i� I ��� `.y �� i -� `: r" r.6 '': :Ss: i N nil O CZ C7(7 { C] 1 Q� + >` U� - __ ! O �a��a m ;O I - - _ - - __-- __ - - "__�__ __� -_- _ ___-- ________op______________ - - -- r - t7� __ - — - - - -- \ 1 7 0 , 1 _ ova -ao ��s - - - _ :�I F 7.3 ---\ , N s ! o i I 1 P1 �'��t, IZ'• `.N I ? _. �� ���.a���>, ��+rt ` ., , v 1 "� N I _ 4' G I 6 7 7 U �� c;�'S �' 88 + \ LV 1 I .-J` ' 2 3 x 4 5 6 i 8 9 /0 /l /z l 3 I }4 !S l 6 17 /f3 N I - 12 " , , �' � t ,�� ar a �,ao: i L ,r I - rc r� a�a� ! .� ` (� I �! h� _ s a �3 i o » �0� ,O I �i ► r / i I I -� 1 ! 1 I _ _ �0 d� ° 86 f3 1 '1 : w t 2 VI I Q �� I ��' \ N'� � ;I I Yi�i 1 '1 ;rJj` C/ o f 1`4 ii s Y° I F\� [� I s I E G �S� + -I (v a 6 9 a i I NA e)-f P L.�� 11 V ii1' u C i. `' I �� I I ( I \ -,s 1 ; f i i ya ! 1 16,G 4' Z 11 rbQ 'Ae,'�Y A , � �— e I — . 1 _ 1 I P5 �� , ► , �►� \ 0\.,,,r; ,:\ 1 ,N t0 1g OA'q . 1 11,1!, I I 1y.1 I tiro �.i t't �`i1' ' D \ \ '� . 1 N jN JTAz MJ 6V ' ; -21 ; T , 1 - PHASE I NI PHASE 2 �t'.p 1u 010 � �' ' I I �I ff vI v I , -fl6t-.N. ./\ AT E.,f---. .11z7--(R 16 f �ej �G1,Y��, : 7149 " . 12 SCALE: 1 II 1: S�1 APPROVED BY: DRAWN BY 161.1 6 I 11 DATE: II Mit. r l>/ REVISED S OREGO C'j 1-'1 1 4 i 4 l 1 R 1 I(`J I v4 NI -Po <r ,a. . ;' NA's• F' 2 1 I4- g "> ! I AA �j 9HiO pit I, �` 6'F,�r E. Sr w � t-1 I r1 �, fo r`-1 G6,UN4'E''t'; I? 7IA 1< 5 ,i"i° 1 / I 1 P16 �5 NA T' 4I .t DRAWING NUMBER • T I'fP. H 1,01 4� 1,1 J �14,0-1 T lXf1 (2W 1'N6?.N601) _ - _ _ _ r: 22%31 PRINTED ON NO.1000H CLEARPR$NT. I 1 PHASE I PHASE LINE PHASE 2 4 i _ 25 = 61 .::''''.: :11'i ' N 58 59 s 60 _ _____ 1 2+4 SCALE I"=50 ' E.X15T 1 N(a IV t3FV I MODERN MUELLER CENTURION `'OR It 0* BEHIND BACK '' _CIO Di® _.--)_�� 23 FIRE HYDRANT,A-44z,s"�.I, OF WALK B 1/4 MVO,3 PORT, I Ill s: SW T I TAN LANE ```�-- 3E.0 ' C. LEFT, a °Low 1 0 J IP 5 Q F EMOVE ISO At•4O CO JELT -_ ,� PHASE I CONSTRUCTION NOTES: ' ! __� � :0 oTo 1 f. INSTALL 1 '"Ix ►" WU ' PHASE � * VALVE BOX "+ (---r, d❑ 3' RtLESS * SIDEWALK EXTENSION 1. Notify Tigard Water District (TWD) prior to commencing construction. t� �A�-� , � °d� - A.C. John Miller) . All curbs must be in place prior to a ?4 - A Phone: 639-2591 (Supt. T hn BLOCK.4, 2" AS5Y' PER g ,�.._ .. .. .,,. t ST L ���`�r�` �� � '�,00` 5. � installing water mains t��`CAt L I � N A B FN N 111STAL L f�." 13FY � � 1 2. All work shall be accomplished in accordance with AWWA standards. I ( 1� NJ HYDRANT OUTLET 6" FLO x MJ X x 66 85 63 73 ;s s * l ?5 in rt GATE VALVE wit _ 3. All work will be inspected and approved by TWD. ! cy +it ° �, 7 f 3 ' , » "' 16 • I 4 . Allpipe and fittings ttin s will be cement-lined. Pipe will be Tyton Joint i" ° 2 0I b „Xrr MAIN W/MJxFLs I g COVER ROCK ��,,,� M,. . " TEE:Se;ANS Ductile Iron, Class 52. 11 ry� W R may, B MJx MJ I ` � ! S 7 � � i,,,j i W/TAR PAPER* `_ t y�".�'•�•`�.". il s V BEFORE BACKFILL �,.� HOLDING SPOOL f -- , «� _•. THRUST_ 8 or 6 MJ 6 F1 tee72 - `- .aR�. Fire hydrant consists of 12" , "' " " g 6" Flg x l ' f .�` B SIB. F 5. assembly ! 3 ' ,co CONCRETE PIER �+�t_x BEARINs �� /me-ilia �s MJ gate valve, 6" MJ x MJ holding spool, and Modern Mueller Centurion fire DRAIN ROCK i BLOCK (3 SQ. FT. ! hydrant, A-442 6" MJ, 5 MVO, 3-port (2 2 NST hose connections, 1 - 41/2" ___� �. __._ .__.. o -. 6 ' BASE) NST pumper) , 11" Pent Opr Nut, open left, color: yellow. 71 INSTALLF H 776 . Each fire hydrant shall be installed upon a pre-formed concrete block with I ; tfJST �� 12"� � STANDARD FIRE HYDRANT 11 cubic yards of crushed 11" drain rock. Tar paper will be laid on top of i I ! A from earth cover. _ I Oil drain rock to separate rock SJK r I IAIATK 1,A7SY 7Wp ,L\,,,,..._ 0 7. Poured concrete thrustblocks at least 8 square feet of bearing surface at each tee and blowoff location. --- SW K E N T ST s ----, - { 8 . 36" of 3/4-inch minus gravel for all mains. "` i MAiN 9. All sanitary sewer lnes. 14' laterally or 3' vertically of water mains shall - = 8"01 GLASS 52., a DtVEI LANDING; -� `` ROaa1Ns _ Ifl" �� be encased in concrete 6" thick ( ' from crossing. Where crossings are N�}. 2 J : __ �. approximately 9©° with at least 18" separa- o 2"GALY. STRAGGLE BLOCK necessary, they must be made at pp y tilt STd�LL "tI Y L OR I fl BE HIND BACK OF Ci CI 0 0 Ll. N FV If<JSTAL t '"tM.lx 2"'Ili SIDEWALK Plus tion below Water line. lNS7A $ IIJS�A�L 1 x$ M3 {0�utz W/2" 0 A55Y 9%4 I C0t4CRETE. DIL7 GI p55(I Luc 50UTFI ( 6Rfl 0DETER BOX saRAt .E BLOCK DETAIL DEWALK 10. Mains shall be tested at 150 psi for 1 hour with maximum loss of 5 psi. � 7t�� „ �� E �� ��;� .. , ,� Static pressure llfl psi. Pressure-reducing valve will be required at { � * I :I" It�t�l` a� ,'' each meter, installed by TWD, and included in cost of meter. FXP �3A) x I y CONCRETE THRUST BLOCK86 blacktopping • REMOVE. I�© AAt�19 IIKIECT ' i '—._L SEE STRADDLE BLOCK GE- 11. PP TWD will install all copper services prior to blackto in of streets 85 I 8 8 82 81 80 79 ?8 IS it (� "ill iN "I I TAIL FOR OPTIONAL METHOD. Meters will be installed upon individual request for same. ! i 2"BRASSA AMERICAN MADE, I AWWA APPROVED)GATE } I E j VALVE t ,y -� .s. 2«SHORT .`�i, .•� NIPPLE St 12. OSHD bacteriological tests required. a, a ALL 1 8 ELL 2"GALV. PIPE • ! ) 4,,•,i, , • :: T88 8 • I 9394 PLUS/CAP AP W/2"PT 8? I I STANDARD BLOW OFF ASSEMBLY E t 1 C7C C{q DEC) i _ 00 _ ______-1-------- G J K SW RIVERWOOD LANE 5 S /--.".` - S"tit G.ASS 52 0 -- ,,,"tr----3 7------- ...,, i DC V ER L A NDI N C ./' ~pJ �` NO. I413-Al I N5TALL 6"�ISFV, 5101901..e. INSTALL oaxX ,""ivu TES "- NSTALt_ FN t5LoCie. 2" LSO A55Y PER j II05TALL 40"4.1V"5TKAt7O 11JSTALL en eFV C?ETAI�. } MOCK a 2"" O A55Y PEA-- .. �. - _ _ _ ENDPHASE 2... ,. EXI YIrJtx fit 01 i S FUTURE PHASE EA.10 PPOJECT ) 1 OE.TAIL . MATERIAL LIST: REMOVE 60 COIJ JE. T TO TI B"p1 W o"" en/ _ Item Quantity �X 1 a +-�. 1 -0-- Lto" 12" TJDI pipe, 8" TJDI pipe, Cl. 52 . . . 930 feet • NJ J 1 6" TJDI pipe, Cl. 52. . . 370 feet ` 12" MJ butterfly valve. . 2 each � �_ ___ �_- N_ 12" MJ cross 1 each _ � 12" MJ x 6" MJ tee 1 each S S. 12" MJ plug 1 each 4. 8" MJ butterfly valve. . 5 each 8" MJ x 6" MJ tee 1 each 8" MJ x 2" IPT plug. . . . 2 each 6 MJ gate valve 3 each . 6" MJ x 2" IPT plug. . . . 1 each � ° Fire hydrant assembly. . 3 each ft U�, ;�� ra�a���,g .T1N1;� ..�j o I s 1 s Ra@ Drawing as available 1b1e by the City of# igare as a public service. The material contained within this Record Drawing is purposesonly,ye 0 and the City makes norepresentaHon� warranties, guarantees ® C ( C2 TALt � O of the accuracy of the material. — ---- FLAX* W v tl1 CO QC. TRAFFIC /�� 9 30X. tt FKOM`� �F GuRo �3 ,GIN, Approved 3y. '`' -Cip1o/ Title: _ I., .4., 2149 + 'Pr.„,.. r.,.5, - ...,, . ' ORE ,�.� .,/,71 'P vG 11 tyT�,r E. SPA TI ARD WATER DISTRICT i I ( SCALE: I": 50 on APPROVED BY:IE DRAWN IKE DA1E:� MAYS$ REVISED._ SVITANSONS GLEN PHASE GREEN WAY (PUBLIC") DRAWING NUMBER1 22 X 34 PRINTED ON NO.100011 CLEARPRINT• ..._ �.+--.--..-...� .- -1-1_I-1—i_ 1._ • k. • rt 0 •! '4" I .cF:s - - aga j I I `>: ,�ti 1, fV•1 SI!: y • 4 r. a •:1 LVt'-" 1 I ! L� I • •f's 1 ! ,l J7 , o...o.v;corn-0..0m .. :-.4... . lz ikt y Is ie: • 'Ir i -�Y- „9y/M.!sr .�,... 1 tl'�•jlTl1i_1l`` I ;. 1 Ms.. A' r'1 ,- ` — _.. ,. ..;� q __ . 142 4 L ' 1 `i4 iv.:_. ic ; TI.1:1_,:::;sli ! IG+ • Y › I � �_ . �MI�� ' � 'ate 7 / 1 yy M �r ,AA .w wu ., ��ki-Oga,—,,,, ,_.,..„...6..,, r• ,•w 1. ' lr y S I All E . SW SCHOOLS 6:-, , .... ,...,. I M F:1 1:1 0 44t1 E M E NI AT S I'''''-'7. 4.-11?!..Ctr :11',P.ZA.5.' 1.''' ::tad_l :... . . ..,....,444 . , , .,, I � ,,,...6 g i.z., Iff ! —.. 1WASHZ-4 N, - — I - ', •-. ' to : �•,. 'MK t* �J -04 -fi'- hj t w , --•‘•‘. tir..:::' �� ir,,,,,--- 1.,.., I 1-4. ' �t`yam__-, 0, v t...,....11n.,.. --mot u.« J • re,„...,44... eN,..,,,,,,\, •, , � '. ek 2;:rm:'' 1 1 •I r'i I 1 .1..1 I. 5 •'..� 1 1 i Cq i '- .i.:toi•‘„:#7..K 1 /p • — " - F01:1 . I 1 1 "��' ! T,' '04,. tw.we 7 1 •W 'ids j '.7". :,CjJf TA l' e`4/4 ZI r.:C.,...''.1 .W'1j1` : • :,•—..a, : ,k 1,--4 , ,;., - 1 S- W ANSON S GL,sEN . ..... ._. 9 :. • •- • 1 ‘ • 1 L---; '14 T� : 'I it . , I ml • • SITE • VICINITY MAP IiPHASac , • 0 1 I 1 1 1 i 1 44 1 1 I 43 - - - I 78 t 95 l 56 55 32 31 54 30 29 28 27 26125 24 75 76 77 45 i 42 79 94 I 57 53 46 f 41 33 _ T — 80 93 . � a 58 1 N 52 1 47 / / 1 a0 34 �— 22 r 8S 92 • \ I 21 f 23 74 73 82 91 0: 59 35 I 64 I 0 51 50 49 48 I 39 38 37 36 20 • 65 72 83 90 ,____,, j �� 1 j ` l l 19 IU 63f— 62 66 71 84 e9 1 I 1 1 18 !f 61 67 70 85 88 - 2 3 4 5 6 7 8 9 1.0111 32 13 I114 15 16 1.7 60 I68 69 86 87 \\\ PHA�E 1 PHASE 2 I 3 N • (° SHEET INDEX 0 It\INE . CORP • ......4.44444%\\\• ..._ OH - : • TITA \ pioop . RTIEs 1 . COVER SHEET , N . W . 18 5 T H AVENUE E N U E SUITE I T E 2 0 1 4 2 . SITE/GRADING PLAN 8 CONSTRUCTION 2 ® � NOTES 3 . STREET/STORM PLAN a STREET PROFILES PORTLAND , OREGON 97229 PH . ( 503 ) 684-6606 4 . STREET PROFILES 5 . STORM DRAIN PROFILES 6 . SANITARY/WATER PLAN a INTERSECT! ON DETAILS 7 . SANITARY SEWER PROFILES • • E \ Gi \ ........ Ei \ G . \ GINE . R ALPHA 8 . INTERSECTION DETAILS . I \ C . 9 . MISCELLANEOUS DETAILS 1750 S . W . SKYLINE BLVD . . PORTLAND , OREGON 97221. PHONE : 297 -- 1458 `,, ' . - . \ ........._ PROJECT NO . 1345 ;r SWANSONS GLEN' , • PHASE I ' . • •& • �` �' �,-- — Project 950 Sheel 79111111111111.1011.111.1.11.110.41111.11111111111111.11111.1/1 r•�. t z 1= I l }• r "� --ft' • T- 1 I ITI v".. r .:.. . . , - fiiriltrrl>t��lir0��r� I I I I I I11 1 1 1 —__ _. .�., _ p wei �d�f®f3iGili��rrlfif'ti ,: •' - u.--,.,.r�Y,�._.��_ .�:.lr:;.3 '. -.n11 y� ICUs ii'ritiiii- 1♦ ��� 16 � 1. 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L °) v �_ •+ 3 1 Q 4 • 0� 5 of 6 00 7 0 8 0 /9 o0 1.0 0o 11,' o0 12 t� 13 0 1 O i '� �� + 9s.©' / - ` ` o m / l o co t / I �, ,,� ---�_ / �.., r.. ., .. / / / f• j I - ;/ 67 rn o) bg / 86 87 :) \, ��. / / I / ' / / I I i f `\ ' ( b 62 ' Inl Q1 ,. m -,\Q a �'u? \ \ 9 + J ` J ' r r ' F'---, \ , • (o ' \t4 1 i Q n II,J J.�Ci I \ 1r{• '�_� _� _ ` / / /T ' i I/ I �. /1 1 ,/ , �r - 1 ' I a3.2' // ii3. i' .5.03 -- 25./6' 25.0' 4.97' 97.5' !, 93.5 ` \ - sue' \ 44.0' i'I / n• _ • �- { I F. ...J e:X/GTl4/L. !.. �45.0 60.0' 44.0'� 44 Oil 44.0' i44.0 44.0'. � � 44.0' 44 0' �a4-0' I 4C.0 r44.0 44.0 44.G' 44.0'• i s 0.., \ - _ _ - - _ 5c, • 5 0• z .. �/:-7 Cn ' N 00 12 19 W 1485' 0 ' \, _,• --- -, --; �,• //,. 2,,���.� /� ��-:�(. '<so I \� �r ,��s�.�4� / I / •/ / r • / ,' \ 1 �S; - - 7r ,F.cJ!. :Tw• ^ ! : 'OVA Y �iN • 5 L 45 \�6 tx ti Q/ fD � ry q� �� :c �E.� WATERLINES • ' A. GENERAL \v \ \ \� \r\ _ r 1. PdGT'IFY TIGRRD WATER DISTRICT PRIOR TO COMMENCING CONSTRUCTION. ' / I I �, 1) ALL STREETS AND STORM SEWERS SHALL BE CONSTRUCTED AS PER THESE 8) SIDEWALK TO BE CONSTRUCTED AT TIME OF BUILDING PERMIT UNLESS AL'_ CURBS MUST 8E IN PLACE PRIOR TO INSTRLi.I�)G WATER !'IAINj- 25.0' 25.0'� ' P �iAL SPECIFICATIONS OF THE CITY OF TIGARD AND -ALL OTHERWISE NOTED ON THE' PLANS. THE DEVELOPER IS RESPONSIBLE FOR - rS 12 PLANS, THE S Et.. �RP ors �/� APPLICABLE SECTIONS OF THE "STANDARD SPECIFICATION FOR PUBLIC INSTALLATION OF ALL SIDEWALKS IN ACCORD WITH THE TERMS OF THE 2. ALL WORK SHALL BE IN ,^.CCORDAIVCE WITH A.W.W.A. STRNARRDS. WORKS CONSTRUCTION" OF OREGON CHAPTER OF THE AMERI'.:AN PUBLIC CITY-DEVELOPER CONSTRUCTION COMPLIANCE AGREEMENT. I WORKS ASSOCIATON, 1980 EDITION. 3. ALL WORK SHALL BE INSPECTED AND APPROVED BY TIGARD WATER NO T E • 9. ROOF RAIN . DRAINS SHALL MEET WEEP HOLES IN CURB ; OTHERWISE, DISTRICT. 2) THE CONTRACTOR SHALL I'0 ALL THE WORK SHOWN ON THE DRAWINGS AND pROVIS'ONS SHAL1,- BE MADE 70 PROVIDE THEREFORE BY THE DEVELOPER I. ONE 45. t3UlLT MYL�1R OF ALL INCIDENTAL WORK B CONSIDEREDN NECESSARY TO COMPLETE THE • 4. FIRE HYDRANT ASSEMBLY CONSISTS OF 6" MJ x 6" FIG TEE, 6" FIG x MJ - ALL IMPROVEMENTS SHALL PROJECT IN AN ACCEPTABLE MANNER. . • - '4,-,•- _ GATE VALVE, 6" MJ x MJ - HOLDING SPOOL, AND MODERN I'. 'ELt_ER C. S • TORM SEWER • CENTURION FIRE HYDRANT, A-442, 6" MJ, 5 1/4" MVO, 3-PORT (2 - 2 3E PROV/ODD TO TN4" G/Ty 3) THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF 1/2" NST HOSE CONNECTION. 1 - 4 1/2" NST PUMPER) , 1 1/2" PENT OPR BY DEVELOPER ENGINEER CURVE LENGTH RADIUS ONE :i) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL 1) STORM SEWER PIPE SHALL BE THE SIZE NOTED ON THE PLANS.. PIPE COLOR: YELLOW. 1 23.8 75 • • TIMES DURING THE CONSTRUCTION PHASES. SHALL BE HELL AND SPIGOT CONCRETE PIPE WITH CLASS "B'` BEDDING- AND NUT, OPEN LEFT, 2 2 . 125 SHALL CONFORM TO ASTM C-14. CLASS 2 -(UNLESS OTHERWISE NOTED ON �RETE BLOCK 2. ~TRc E'T MO NUME h'?4?/O/V 3 20.5 75 4) CONTRACTOR SHALL OBTAIN ALL PERMITS AND LICENSES PRIOR TO , 'THE PLANS) AND BE OF SUFFICIENT STRENGTH TO WITHSTAND H-20 LIVE 5. FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CON - 4 14. 1 175 LOAD WITH MINIMUM COVER OF 1/2 FOOT. PIPE J•DINTS SHALL BE WITH 1 1/2 CUBIC YARDS OF CRUSHED 1 1/2" DRAIN ROCK. TAR PAPER • Q 5 20.2 50 PEGt1.:�ING CONSTRUCTION. WILL BE LAID ON TOP OF DRAIN• ROCK TO SEPARATE ROCK =".01' EARTH /S R_ U/„EO 6 23.0 75 WITH .GASKETS_ COVER. I 7 23.3 175 5) THE LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON"- THE �. A TREE CUTTING PE/P1y/I/T ! 6 27.3 too PLANS IS TAKEN FROM EXISTING PLANS. CONTRACTOR SHALL VERIFY 2) CATCH BASIN AND CURB INLETS SHALL BE OF THE TYPE SHOWN ON THE 6. POURED CONCRETE THRUi�TBLOGKS AT LERST 8 SQUARE FEET OF BEARING 9 27.53 100 ! LOCATION OF ALL EF=EITITTHA AND NOTIFY ONGINEER IF THEY ARE DETAIL SHEET. SURFACE AT EACH TEE, BEND, AND BLOW-OFF LOCATION. IS REQUIR.. I 10 27.5 100 1 SIGNTFICRN�LY DIFFERENT THAN SHOWN HEREON. 3) INSTALLATION OF THE STORM SEWER .SYSTEM ?HALL BE IN ACCORDANCE 7. 36" OF 3!4" MINUS GRAVEL COVER FOR AL'. MAINS. WITH STANDARD PRACTICES. ALL TR ^Fi BACKFILL IN PUBLIC RIGHT-OF- _ B. STREETS WAY SHALL BE• 2" -0 COMPACTED CRUSHED ROCK. 8. ALL SANITARY SEWER LINES 10' LATERALLY OR 3' VERTICALLY OF WATER • MAINS SHALL BE ENCASED IN CONCRETE 6" THICY. 10' .'i':OM CROSSING. • 1) ALL TREES, BRUSH ANDulD DEBRISE OITBIN LIMITS ON OFRA THE RIGHT-OF-WAY D. SANITARY SEWERS` INECESSARY, T' LY 50 25 0 50 i00 150 SHALL BE REMOVED DISPOSED OF BY THE CONTRACTui:• kHERE -CROSSII+'�S ARE THEY MUST .j.= MADE AT APPROXIMA. r"".1 1) ALL SANITARY SEWER CONSTRLCTION AND ALL MATERIALS SHALL CONFORM 90° • WITH AT _CAST 18" SEPARATION BELOW WATER LINE. . SCALE IN FEET it 2) ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL WITH THE APPLICABLE SECTION:.i OF niE SPECIFICATIONS' OF THE UNIFIED 9. MAINS SHALL L� TESTER AT 150 PGI FvR 1 HOUR WITH A MAXIMUM LASS Fes'.-_ CG.:CIST OF REMOVING THE TOPSOIL HUMUS AND SOILS NnT SUITABLE FOR SEWERAGE AGENCY OF WASHINSTON COUNTY; OREGON AND THE CITY OF ���_u�Es„ SANDY SILT WHICH SHALL BE TIGARD. ALL 8ACKFILL IN RIGHT-OF-WAY SHALL CONFORM WITH CITY OF OF 5 PSI. STATIC PRESSURE= 95 PSI. PRESSURE REDUCING VALVE WILL - ��`'/�,;t,;Y !�, COMPACTION (APPROXIMATELY 2 FEET TO SRN 'BE REQUIRED AT EACH .-�E'TE2, INSTALLED BY TWD, AND INCLUDED IN COST BENCH MARK � -�� V+�:..;� ',;%�� . COMPACTED -TO 95% MAXIMUM DENISTY) . STRIPPED MATERIALS SHALL NOT TIGRRD SPE�IFZCATIO!`!S, BE USED FOR ROADWAY EMBANKMENT. OF METER. I WASHINGTON COUNTY BENCHMARK # 179 EL, 199,69 - 2) ALL SERVICE LATERALS TO BE CDNSTRLrrED AT A MINIMUM SLOPE OF 10. ALL PIPE AND FITTINGS WILL. BE EE`'IENT-LINED. BRASS DISK SET IN EAST CURB OF SERENE COURT. 0.4 """'� .� 3) EMBANKMENTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIAL , Oft 1/4`• PER LINEAR FOOT UNLESS OTHERWISE SHOWN ON THE PLANS.- 69 FEET SOUTH OF CENTERLINE OF DURHAM ROAD ' o' i ` �- » . : r r r,n- � 4 FEET SOUTH OF END OF CURB ,�"' �• •� '' IMPORTED MATERIALS ACCEPTABLE TO THE ENGINEER AND SHALL BE MINI MUM PIPE D?AMETER SHALL Ft.= F .(MAIN _ • O PRO PE F•TY LINE oR•a S 11 . O_S.B.H. BA5-EEt T Ot_OG I CAL TESTS F.EQE3T RED. �"'�� --- %+ BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH , LIFT SHALL BE COMPACTED TO 95%. OF MAXIMUM DENSI'a Y AS OBTAINED BY 3) ALL SANITARY SEWER LINES- WILL BE INSPECTED 2Y T.V. A Wf . .TEN 12. PRIOR TO INSTAL�A) ION, CONTRAC t OR OFt .DEVELOPER OIL_ ADVISE TWD OF AASHO T-180 COMPACTION TEST. REPORT AND " SETA" TAPES SHALL BE 3UFsMITT.0 10 • TOTAL CONSTRUCTT_'JN COOTS TO WHICK WILL BE ADDED 10% FOR LISTRICT THE CITY OF TIGARD. AN AIR TEST AND :EST REPORT IS 'REQUIRED TO INSPECTIONS, WATER LOSS, OVER'-IEAD, ADMINISTRATION, SAMPLINS, 4) RUFX BASE, ;3PHALTIC CONCRETE PAVEMENT, CURB AND SIDEWALK BE PROVIDED TO THE CITY PRIOR TO CONNEOTION TO .•ANY BL1_DIN6S.= ETC. , AND 2% FOR Ey3INEERIl�.3 REVIEW, INCLUDING "�+S BUILT" . CONS':RUCTION SHALL BE AS SHOWN ON THE DETAIL SHEET AND IN ERCWING-5, INT2RSEF SON MAPS,SINUPDATING MEW i ER CL, ETC. 5�P•: S3 i,5-311/G: - P.u�SE I TBT ACCORDANCE WITH A HE ABOVE REFERENCED SPECIFICATIONS. 4) .2, a_�z_� eEy S-3 c/T ?AIA E+✓. f'yASF ' INDIVIDUAL LOT BUILDING CONNECTION PERMITS ARE REQUIRED. PERMITS ARE 13. TWD WILL INSTALL ALL CAPPER SEEVICES PRIOR TO BLr�C•KTOc'PZNG OF 5) STRECT LIGHTS TO BE INSTALLED BY DEVELGPEF. IN ACCORDAI:CE WI1:• AVAILABLE FROM THE CITY BUILDING OFFICE AT CITY HALL. EEL- THESEI SERVICES ARE INCLUDED IN THE COST LOFA KTOP I'REiER_ l 7 Tv/y '�� ,GS B�/'/t - Phase I TB? • CITY APPROVED P.G.E. CO. LAYOUT. • ONm DATE REVISION BY 6) TWO (2) WEEPHOLES IN CURB PER LOT REQUIRED - 14 , ,, AL i DUr•TiLE IRON PIPE SHALL BE CLASS 52. , - Ar.7 .{ - DATE FEB 1987 P R ®�! E CT SHEET 7) CONCRETE FOR SIDEWALK CONSTRUCTION SHALL BE 3000 PSI AT 28 ALPHA ENGINEERING ITC, D .• .' fD sc0SITE/GRADING PLAN • DAYS, 2-4" SLUMP, EXPANSION JOINTS SHALL NOT EXCEED 40' SPACING 2 _. „,„ TBT SCALE 1 5 Q' S s GLEN jrr� •c•.�`v�i�'�-,.:;. �. - //\(0.' fie/ i� i� N .. .._ ,0',,: NO W A N S O N S CONSTRUCTION NOTES • L 1730 SW. SKYLINE iLVD. .:� ,,,, , NJH PROJECT 13�!5 ®'" \� PORTLAND. OREGON 97221 PHASE 1 & II OF . 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GPOS�G I == t 205 170 i I `' 170 170 ` '� J7o I , �. •F I-•--E'X/S T/w6 20� ------.- -- ! --•-- I - ^� 1 ! -- - 1..1 . !7O ci r 'f:'S'_ /!-!," P�.�aE1: ` STok'�Jl P,C'.:i.J . lilk C ( \ _J� J T / .e� _ ` �=--� �_ 'ter i.' 'Y: jI I ii ZS II /��5 '1 200 � / / Git � � 11 I / r��:.° / :, � S Gc O _ / Xti ! �^- � y° !I -- c. I ' �/ ; ! ! ,X.GN] ' � ' `--,d r'K' 160 -`- - �; 1 S ' ° � 5- I. •Ic DITCH ZO OAYUGHT DETA1� S M C i 1 i I �} a U'lg .o U, 1•l hi7s = + =o i i /90 /55 • I ;' 155 155 a 1< ra n= /55 ' I ~� `) V Q �V 1. 1 " h: / V� �.� `J� �\Ii_' n C i • „ v'�U o ° h:nr; ° 1.. .. %�` 8212 11 . . 0.t'r; ';3 . 14,„„...." 185 I p,I G ._ V ' . - N 185 0+00 1+00 0+00 /too \'\ 2 G/r;c,ti°O /'r' Y I , ! _ r, : ,i t• ' PROFILE - EYEBROW & CUL-DE-SAC °- "'' �;� � � I) c�� ! - -_-- 180 AT S.W. 104TH AVE. 180i i 1 I I ! 1. 1 , i - _ N;o < `Y,� . 1o,' VC I HORZ 1' : 50' VERT. 1' : 5' �l�r Pfr.�sc TB Z o v'c a- sF�r 8aj �s s� / --- --- - --- - --- -- - - - ---f ,l- -_ -- a - __ ,F_ ` _ __ eer _ + C. �5 I t O. I 2 O. '6 !-/f-� Gv.F.e�'G L /' ! - 4-Z8.88 REV. LINE .8 3J V-/rr Drain! T87- I I I • 50 2S 0 °SO S00 ia0 .c///L/�,i, �fi. = ' fJ5 11 �' r+o0 2-r o0 3+00 4+00 5t oO 6+00 7+00 , '=' w:r"Y le :'/s•.�I, JF E' of oo j27 .r�,y P' -.,:e° 78T �71 ,.5. 3�.11 - - • . SCALE IN FEET i�t , /JA may 87 L me 8 $74 /')7 D.--evil TBT - No DATE REVISION• BY PROFILE - S.W. DURHAM ROAD W _ OEsiaN Ea r+NJ7•i- oATE FEB '.987 ' P R OJ E C'T SHEET- - --HORZ. 1' 50' VERT. i' : 5' LLPHA ENGINEERING INC. :T. STREET/STORM PLAN . • DRAWN TBT SCALE As SHOWN - _. , __ . A . • 1 750 SW. SKYLINE BLVD. S W A N S ON S GLEN • � ' /:" N: 4,•_ PROJECT No 1345 S T R E.E•.T P R.OF :LES - r .' rORTLAND, OREOON 97221 CHECK _ . _-_ _ __._._. ._. �' : y'M+ - w��RovE o 1?HASE I .'& II 1 . �� \ \ Pit ( SO3 ) 2971458 k... _ . -Project 5/So Sheef % - - 3• t _` . . 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KENT ST. PROFILE - S.W. RIVERWOOD LANE HORZ. 1a : 50' VERT. 1' : 5' HORZ. 1' : 50' VERT.* 1' : 5' 1 32' VC ,- ?RD/J.iED 3�.:.�c 1 f P/145E -Z- ' T I f _ 50'VG __1__- ,:5'L7. 1 '�r'o.3�{ , ,a ._._. . _...___� _ z 5'LT G ^ 5 I ' / --=--— //S T:NG GRADE! ! e= O''7 C. EziSr :,-eADE I 2 / -- I __ XlST`NG .�� -- ( I ! - { / r 25'RT. t 1 i ! ZS'?.. i 1 Q. fT ? i PFOPos&.D G,c-A.oE I �' i ---- -- -----�"�`; 1 -- — --- -16�--- ! i I65_ • �,'� I �" /�__ 195- -Igo � '• — ;,'s" _'_ '�- --�~ I - --�o �� -1 --- I 1 / _?Ro��s�r� GA DE 1 qs• ,z : Q ' / '' O J cy / _ '` - *- ,'C�\ ~��\` �` 2 - �.32 i f I 1 % �1N.\\ 1 1 _ _ j .. _. -�Z -�''"' / I O Qi 0 �� R, f ,' ,�, .�- �� J fi'r- -- r :Ss;.2 9�:a� - S: 1• e� !-----Igo -'55 ) �' f' �' --�-- - -- - -____ _— �-�-- 1 Q i /yo 1 9 y, ! r; ! i I t.; r ;� • ! i s= - o.soo;, f ` -\ s` _ /o !0 ' I �' O 5. �;`9 O ti' iO �1 ' �'' '' � \ �. 1 1 old , e' I Q1 I �, o ! ; N �i o.� `�.: o 1 l55- ;\ o f 1 I p ! 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SHEET DESIGNED cos • DATE FEB 1987 • P R OJ E CT HORZ. 1' : 50' VERT. 1' : 5' ENGINEERING INC. DRAWN 'TBT SCALE •AS NOTED ► STREET PROFILES -_ 1730 SW. SKYLINE BLVD. SWANSON S GLEN � NALPHA • CHECK N.1H. .RO�ECT N+ 1345 � , .• �/� • , • PORTLAND, OREGON 97221 OI°.1, 303 297 - 1458 APPROVE I PHASE I & II - —�i-Je�f ys� Sl ee f 9 - �• . : iv . ■Ir�1l�ilr•11�� ��� ■�EE7 • ,.,. . • Y �11�i�i1�l�fsidl��i�11E�!" �� tlp�tr��R11EI�GG©�NII Nr11lIVEiiGir."7N�1/S�OE1Ir>>iN11 ■IE»rr�iE11 1 INNS �� . 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OUT(�►�) 1901 I / 4t > / r /per 1 145 ? �` v;m al •� !45 - - l85 185 OffO R j . , - O; kt Z / \ /E: i35. 25 IN '/ ci asc _ /2'CSP � :� �" ter. . _ - / o +oo J+oo 2+00 - -.._ - - am.o . =:5�G '7r' �= - , . • 180 --- - . - 180 LINE A-2 r� , . I (N; I::: /' / rv : , � � (PHASE li) /s. /per. 14 OUT 'S,r /� ,�c'"vJ= +\, I r'l -- �� - 17$ I :1• I f Ll UL=�? N�TI V� 6AGKr=/LL Q � �� Lts t v ", I I N.:T.'vE 3�cx,-ILL I .�P. N - r I ' 175 01� \ M O � I / 0/ ..F_ /2'���. '� ! j tii ?•'• �vtj.tm M 165 0 } - O+ l �// r�tr‘ _ l� -- i I 170 /65 C`"', { 'n to i Kt 170 0 F �^ J, /�// - 1 Z ^; : P,2oPc5E., �,�ro= o+� P , i / p o" ( �io .. r__ =x LA ys; ,�oE \ I .. RIP Jib:/(�rl:!) j G �^ V ` ,a I m is� i� S�Pc i I l : I _ 1....„...-""" I I t 0 . i 'O r.0 '� 1 !60,�- I I 1 1 /6� /60 n, �.: -1 `j RiPI stP Q. O t� i . _ �' -- 10- 14..7. tf ttsi •II 7 ":; t - L r 1 I I ,Y j a /12.30 LA'- 21 cs c� 155 �¢ " m 160 /55 I ;,= , �� _ @ S = D.o/6q 6 I �' C.$ t - I i pe a qq 2/1/CS,- • @s= O. 00�34 -" �-�5. 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'-:., y' r (PEASE .-�)•. • �eEvr kY N° DATE REV 1 S 1 O N w LINE A- 1 SHEET DESIGNED SCO DATE March 1;987 PROJECT (PHASE I) ALPHA ENGINEERING INC. 1,"1'4:4' V . DRAWN TBT SCALE �;��.„ , e H - 4 _ 1750 SW. SKYLINE BLVD. R SECT N� �1345 SWANSON'S GLEN STORM DRAIN PROFILES 5 A a�,.,�..* (..---111k.• CHECK N1H t• O r.''.9--'11 •; ...„, ;\ PORTLAND. ,OREGON 97221 �,.. • -�.,w::, ..__.,a... OF „, :\ 'h ( so3 ) 297 - 1458 APPROVED - f ro�ecf VSO ghee/ % u :4... •: :. :• ,-..,.... -� - ,,,, , alMI .��..iiaaIIIiI- EIEIIiII NIIIEEEtIgeot«tsa rara0rasi'TIIMEINErri� fir. '�;.. ' It 3 .a _I:,.;^ ,�,.k3n s iliElrRll NMI ■ ".t : IEI■E>)N EIEIEIIDEI � -.. . ,...._ - „-.,-. - IRGii.�iE>I I IEI�7■EIEIEII EE>>EIDrrEIEIEIE IOEIE>>EIEI■EII IEI■EE■ EIEII 1111111111101111111� AEI lEJir7I - Il�Ii1 ■EI 8 9 1 „ 14 2 I i.�..ry �, _ _ _ -.. z-r ,_ r , ..... .r i , r ■ r , r . , r , ■ r , , t , t ■ , r r 1 t t r t r r . r . . i r .-_I ., . , ,r r, I . t r , y III . t r t ■ , 1-1_ • • ' • • • ,�rd6.7B SAN. 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D ]• ,1 ' • Q -/4740 S/✓Ji/ ritliP / �:/' ...■�c,'ip "J/ LINE 2t 50_37 SAIL /4'%.`j -• STALL `;„ /Iv/T BF✓ • , \ i G.c'A4.�-�fIASE:Y;4 4 i lr • 0 ATE (Z � T0 • = .,c?'-!= I /2EM0✓E E1c. _ SC' °as o/s / i -I` 0 84 vl v-uFF To • ri pti V Z.OX -, iSEEE SNEET No. 3 / �X/ST• d's/A7t- i • �v'�: ! / , NOTE: //N� 4 .a E�_.:'N coJ",ram. G, ,�j \,_ 'G I AS 4 Jar• ✓ ' 7 • ,,:*/� '' a = "� `' a- 6- LE". TO 8c A�f+NGQNEl7 UPr7/� /��P _ N, 'r� f5�`�, C..0N 'L.F TIoi' of /'.RASE z) a •• � • `` =• V I I x. •0 `(j i • 9 s I MAIN` �l 1 �''• 10• • R000*NG A�) ' l --? /plc, '• ,. . OR to-SBEHIND IDE wALK SACK Of 2•GALV• • PLUSTRADDLE 6LOGK • �l Lr d qi• . ( • G .�.�, G-- •t CONCRETE. . • \ ��i `p L' �� i � i - J k'c' GR0U 4D\ Ii DETER BOX {SIDEWALK STRAOCX E BLOCK DETAIL SW 104TH AVE. • - '^i c� Q SSW 104TH ACE. �" a,R,..t Mf - V1, - , /' �,• Y17 p III�Ihzllli.M■T 1• �„ -"4: �) -- - - __i .-- --- -- - -C!•1 Q - s `I� _ , _• _jlw� 1 l� ��-_L SEE CONCRETE ORE DLE 8tAL LOCK \\\JJJE RETE THR ST BLOC£' TAH - •-- >\i C! `'1 J Del? fatE TN00. ^', rtj, ^. �r \ !'., '/ Cl)N 2 BRASSUMERICAN MADE. y: 14 ll ��- \ �: ► "]��7 \+'/' ^` I I AwVfA APPROVE01 GATE ., •- 41 ` - .Z' -S S^ --- i 1 VA LYE ;. s .' ' . 2�5><ORT • >,% \I �� \ 90'ELL '.•..mot.` .2 I -�--` ° 2•GALV. PIPE i� T.J. PLUG OR 14,J. `' �' / - r - sLuwcAr wn•1PT .- _ _ 1 STANDARD BLOW OFF ASSEMBLY S. f �` �c J I . L = 31'. 8 6 ' i . 'Av-i . , 1 . , • . . ...t. 1 . \(// / . C 3• /7 r b,/ t .. r �1 B •.1" 881 AS- 3az 7" - P171,454' II TBT 15✓' 4 ' u-Z9-&8 ADOER L INF A Az,'-? !� • • F- I • 50 25 0 50 S00 i5o s 3 4//a/9y ,ei'✓. /PER c/ry get/isr,flhAse 17 J*.,r.,'' 1 N 20' 1=1 z z -'c.88 MAIL Box e Sn•EET L/Gf1T(PNASEI)-As t6'IL7S 79T SCALE IN FEET _ / 8-S-87 PHA5-Er r 'S4 s-.6v/L>S" AO/ ' No DATE REVISION s� �__:___ , a, - SHEET DESIGNED SC-0. . DATE March 1987 . P R 011 E C T - • ALPHA ENGINEERING INC. SCALE ,� „�,, SANITARY SEWER/WATER PLAN DRAWN TBT ' s SWANSON S GLEN INTERSECTION DETAILS - r�� ' 1" 20' 6 : Z\ 1730 SW. SKYLINE dLVD. ,PROTECT No { „��` . CHECK WIN - ssas PORTLAND. OREGON 97221 OF • ,/s�'• A•� PHASE I & II a - APPROVED i ,_ �+t Pro ecf 5/SO Sheep % 4� :� Ph c soa z97 pass - V • . - . _ ■I mi■Rm R I A�■ L1Ic�t���l��lm dls��l llT19��G� �����;33ni�asl- dllOr � lr�lii� Ir1 1 •� 11 1/ �11� ��rr ■�S ■ � �i�N■ s 8 9 14 } _ _ Rai *y 1 �' EX/ST. GRADE ss t't3 6 ,.... 2 tri k . 0- =x/ST GRADE \ I N • 2j Q PRoPo.7E Gr?GDE PROPJSr✓ GRADE VO' 195 /50 H V• II /.SD .,�^ iqo 195 p Li i `^ C y, /66 / / 165 190 Z.. tt �; i �''`_ 190 /45 /4=S O,'o� 185 /90 160 • I 1(00 185 I 1 iI i , $ PVC PLVG ENO i lc: 15!'. ?.,)- i ' E J85 l,�p ¢ ' O:37 / oar`S��- 18O 1�85 0 155 I /55 180 - - r F. S ; C. 01.1 I 57 Y N7 I •a 5 U-0!q \ _ 8 N •aVG so . B•R✓"G �j V .k! ISO g2 L.,,a5•UO L f- _ 2 JE: !42 48 /N ( . Al h a s= a oc?n I 2�". 59 �'� I tar (w: j crT ,w) 180 35 /E: /4�^ 25 our(W) /3 1 _-- --- / /50 - LL1 15Z.7�. iN(^rw) -_ `N. I` . !?.6. •0Z ;N (iv) to•i t� �� !E. /82. 3i �N C/yEJI «%5_.7 3 f v(Nt�) _ • ix::�7S 7S ;ti'(E) j I \/=. 182. 3! /N(E} /�. /52. 5? au Cs�� /E /7g. -L our Cs) to I !�. ,d2. /2 OUTCs) O - 4 Is • O+ Oo J�� 0+ 0o JtOD Q+00 3t00 0+00 1+00 Ot00 100 • LINE A LINE A-5 LLNEA_6 _ �. ;. iAl I. (PwASE /) p _ 7oN-4E J EtPH4 If) o \ � LA Q 1 I � , t F • �' i � �"i bI 3t �( � i �� I i ! h `'lam 19S Z Z � I 165 195 �1q � Q � � Ail � ��I� � a � I, �iv� Q , � v � cXfST -. ]. m 4i 155 160 , h I60 165 Q a I `� • O ap�0 GRADE �j 'l /55 ` Z n �+ I tq i Q . OIO t. 't `n ki' p Ir) c XIST.i GRADE ,� O .r,I�. I �� N. tt•� Vj I� `7 ^' p i 1, 0p05,... Oi=05= �iP,4D5 N i I l LjO t d 4 tt PROPOSED GPADE - O LA O �'� ' \ 1 �� O h� FX/ST. 5,4ADE --� I O` (z17 _ _ 1 PR0�1JS G S°" t b - -r-- - O ac I 155 /60 I k\I!e< -' 1 \ qo �/� QI �I _� � 1� J55 - �_ JJx1ST- Gz='• :E' 1 ._.., i `r'` 1 _- I Ill /'' 150 O �+ ' •• ~PRt7P7.fc✓ G-,RA D� �� `( 1 g P�uG�EO I f ' 1 STUB CE) \ I I I• i l i STORM I I I i I /55 v1. 1 \ !85 i _ _ J8f I I¢5 JSQ i ,l I i I50 /55 I I I I t I 1 i - r 1GS . t �: j j 1 1 I I I t ' , 1 i 6 Lr_5' PYG tI ;c: is 1ln i ! 'I r 1 T c, S = O.O.¢34` `aur CS 7 S c 0. 0047 EMoyG f _ (/� /Y7. 75 i ► 1 1 li55.Z /L,r 333.57 - /E': /43.q2 G`. I' `57 LF- 8�� /'Y� ouT �ii I I J50 !80 + 180 \ 8'�i✓G /Z 43.a„ -ler(W; I45 ISO �•2-',8 !F_ 8�r'•"G <o C85 ____ - 140 145' C� S o/// '� I -?�2 • LF - 8' PYG lE:./7/. 25 _ \ts5 -O r-- \ \ t S ., L7 I I I N`�� . 140 1E: /41- 78 /N (e) t j . I o. o.� ,N(;�r) , o. oo 1 our S o. 0246 I�: a2 5 i -. !4/. ?O /N(/V} 142. I I ` /E. /4/. zo /j�(N) ' /E: . 0. ' /N ` ; F: 5 /�- 182.3/ N E /=: /4f. �3 oUTrN) Ic'. 48 :N ,(S �, /E_I7 /G '/', CE/ � OW i ' � -► i /E: /a9. 34 OuT CS � /E: ..>B2. JZ JUG 1 /5: /dz.s5 oar (N.) i /E: 1f7. /7 OUT i I I6+DO J7fD0 JB+Gb 1 I /f00 2tOD 3I D+00 1�00 2+00 3-t00 4+00 0#00 1t00 0+ 00 LINE (CC}N��T� LINE A 1 IU' NE A-2 LINE A-3 -__ (PHASE%) (pN/s5E a } - (PHA SF //) / I (Pf-iASE // ) t I I / t �� Pe aSE// :ehlas'Ef / _ 2 W I I t a / 195- 1`. f / 170 !95 1 I i � 170 I i 2 • no ! =` I q ? Rt U ; I I N Q O /65 /90 t J90 Q = (y�• /65 \ tki y ! I �_?• N. • 2 •�- O °0 ' • O \ /� NI O v EXIST GRA05 Q Co O r O h o s I ---L` Cr;` -�- srorno d° 0 IB5_ 0 d , co ` ; ; O I /-� _ �. \ I i l I /60 I85 / / /60 ...----- ; Fr w , , -•.•,,7 \ 1 / f\ • A ?Fc PG J_% 'GRG r. E f ,� -_�/ •` ,ro O,vr �J O 5 I ` GRA D5 i cX/57 aAr.:�-= / 0 i /55 180 - T�� 155 - �_ _ _. _ ` I I t 11 -�" f�` _ --� --------tom' I Ipollill ,- _•F- a V t_c., vN O�G� t (r �/� J • 1 j - '-'��' _ I j i„C 6 =0•Q/ ,\ .�17`i• ('p ` �.O/t , ��± �� ' O, r ' N !' 11. i v 7 1 j a' S 0,5. F E' 1 J5- f I a''PVC \ t I 150 175 1 i �� i E+ 5c 0. 4//% \ , / . \ J50 _ i i `TC ,� I I t' t S _ 0•d 1 2' !`� j \ / !75. 7G /N !E t ; I t/-- ' �, 73 r'N (N- '� /E. /yes. ;:3 NI+1(N, E: ____ i ? ;Q LF - o \ • /F: /52. 72 /tr'rNW j /_. /55. (5 C) /5• /75. 7G OUT CSC _ 1 ^y: -✓� S = 0.00 / . 1- \, i i , /5: /52.62 oar(5E`, !45 1?0 I. vi J3 J70 In F 145 I j i p `-� 0' ? �'���' s/. /E 150. Ol /N (r✓� /5: /5/.e�9 /N (NW) n0°• i : ,r.� �.1� . ,.r ,•j Lam- 91' /=. l4�.5� !nf \ /E J a z z0 /N(Nj /E 150. /5 /N(N� ' l ---- t 2_6 I \ , / /v ` , /E: 15i. 4 G>[/T 15J I ✓ �'� y E612 �� il - - /5;.,I�;5. 47 o,:/T _. .S7• !6 /! > I /E: 149. 94 00, ��1 '; J65- Ea/ST. 8`� 5:.T' LF \ I i /_ I¢T. /7 OUT i I l I40 l651-`'''."7/- „\ ,r o.r.ccNi. : ` @S_ 00093 '\ /f• l4/- 7a JN(L33 ' i 1 �, c31 ,I �,,0' .v. (S. /44.00 O t 40 1+00 2+00 3+OO 4+00 5+ 00 6+00 7+ 00 8t00 9-t oo /ofoo /1+00 12�00 /3+ 0 2. 4/ii/8& RAI /'ER G/7Y REv/EWPHASE1' A / 1 Ter._.. / B AH/1 SE "4$-Bf'/.47$' .8 seer $o AS- BC/ LT- P.�l.�?SE 1T � ��S 7 itigi 3 4-2.9-dB ADOCD LINE A-i-/ I ic; - NO DATE REVISION SY LINE A, - `' SHEET DESIGNED SGO� bATE Mauch t 9sr I� OJ E CT �• _ so•.. _ o_ z.. ENCihiEI:I�ING INC. 1 501 H _ ,._ . _ .. _.. i' 5' VERT. AVPHA DRA1A/N TB1' •117:• ,5 _. r.:, :N''S GLEN SANITARY SEWER PRO.F1I ES,' � 17SO SW. SKYL1NE ELvD e• cMECK NJ.H t•RO�ECT N �;$:Q:.� SWA!��S .,_�x� � �;•:: �,�.�� "'. �� PORTLAND, OREGON 97221 ""�" "��" _ ��Ph so3 V 297 - t4s8 APPKovam PHA�SE ' , & 1 ';L �- c r f -Preyed Aso S�iee� /9-,,... _ j p ' , »- -.... ,w.y�..rr.,..yyeT .y:wf�iLK. -.:�...�k•.+.,i. .. - ..wn `: .�.l.n i�v,�,ey ■■ y . ,. .. . , -. . . . �" �;' ■ ■11i1!�111ri ®■il■■.�_il1Ei■■li■■�t��eot���n�t�i�i��■!•11�L1 n ��?2 �� 0 N'ipl ■11■ail Ilrii■ �ti■■■■il ■■■■ ■e■ ■t�i■■■■■■■11■■■■■RI■11 1 I _ t ar • • • ^= 4•= // L _ �73. 7_ ' / 0� . 0 o k% so A---/ ` • it o •s �./ \ 1 ?v• -r7 _ Z^ - .. • �o / \�/ i' i ii • CD • V � ; I. � 3/ ' ::-'s . ' 4\ -„, t\;,) ci t,.. z \� ' ems ter, ' � \,,, i \\71.\°- - u � � \ \ � s..-:- :1\<'.- 42 Z 470.;2':i Ci".;r--' • i — _ ...." ..„,- _ ....- ,•. . % '7".•... ' ri:;•''-'s- .2• \C$3.,. I. • ,-, • r. j• ---73":‘11771.. 32 ,.,, .. . ,... . . IL 1..Ill ,7 '. i. �C % � ,'' :///2 /,,D- . ; . , :)-1-T.:. 4. A• ,c'= -2-; ' 4--- i I••,...:..-.4-_-).,0/ r• ')". .___K:k `i , \ SW 104TH AVE. - -- . _ ( _ _ , _ ;�,: >, is.. ue • • - /..;/ .0 , 4 \ • f _ Y J 1 I •89.8? PHA�E \a`,� ; i ,/47. 77 to o,'. 7 L = 37 64' �. 11 4. • • i..-21,:\z_ zt .55 \ 1 �i����,. • + i' y k. 1 s + W f! f r5 ? g; ! -•- , . ' ° _ PROP. STREET SOUTH . CO• • 1 .34;� a' • i 11• }- --}- - I� \� —1� 1 C i . 1 i \ ....„„....,. --ems- I 1 ........„,)t P 7.• 4'7.35' • ! /4.4 ..._ . Zc • l\ . - - ..__ i 2:! ' ,, // _ ..7.:. � CC ` - 4/ 4.' . • ..z . I/ .k' / i I. / \ I • r it � .�Ji.r. ! \ \ \ •1` -�,,, � ! ', )'V• /1 - {I ", - _ � J ' , _ t / ' } /----/-15\1.-..../.12.:30\j \ mot/ ' 1J�' ...t .,... ...-\ \\ • CC '...... "�' `\Y- J'f t� r' G (! \� i,�• `1 C,'• \_j:..,�'.: •'` /j-�� =S ;� ` 1'' / yl° ,'per \ / L •,.. . ,.:3.z• \ ." -$. /./-7-4•••,.7., -9. , 70 N'‘.,,,, 1 \:' C-P-' \ , ../.' ..)1' \ -Nc. . /4\*',C..... . r,,,.,, i . ``,. I .-"::.,• \ to,‘I . Z r . rr 47 s•. 'N., 'z!.. • . '‘., 4 je4, / \-• -1:)': • ! ..-f.,1 b.,„,. ./' belt)** 0".-.. '' 4, .....,. ,,,,;. ,./. . - -.--„ ,..... ., ,, i '$.'N'''.* ' ; 1.1 . \11 NN,1:-.....--......''''' '''''..\5•• . ... \ f \ t : 1 A e ,. l , � �-- — , 1 ••.,.., ..._ — _ , \N',-.) ';N, — . , . _,,,_...-7,.:-:i. ..--,.•.• :- _::: '' .-' - \ '..-;. \ ",s--••\ -7,.. ....----7, •.,-,,..„,\ --::7 r‘i, ff __: ..„-- ,... -,-A , 171 aA0,..,../ 1 • ii'X �• ':7'' IZ'' t i` V />�• a; I. \;.. ,(7 t' .....1 /' ,1-7//,e 2.5 E-- 2" ..„14-:' : _....--.7.4„:.,, ,,...,,, ' I l• I ._-.__ ). vi••I __ - -.. V. �( .� y� t _ . - $ SETT As-BUILT — PHASE I 7 T 4 < / rl O SW RIVE. 1'VOO.�( . Epp ifir Ksbz.T D F TBT r ` 4-27-8.�1 LANE » PR'OR 5Ti'EE7" SaUT•4 N� DATE ��M ST �--3• .>,;.,��� • MEET ' � DESIGNED SCO DATE March 1987 . PROJECT _ �_ _;, __. ' /,\ ALPHA ENGINEERING INC. DRAWN TBT SCALE �� •: 20' 8 pyys� l INTERSECTION DETAILS *h. ,, � �so SW. SKYLINE BLVD. SWANSON'S GLEN CHICK NJH PROJECT N• 1345, • 'OaTLAND. OaE00N 47221 �� ? �� 1d - APPROVED PHASE I & II �: p�-o ecf e/SO Shee� 677_ \_ Ph c sos 297 �4s8 - J � .:. ... : , w.�u,4- ._._. .,, r. ..-. .. . , �'` - En���m��E�o �e�alE�o�.eo�e��rera�oomio�evrwo� M ■ram It • • ' "MIND Wen;1m1mm1 um1e1E1 IN .ISIRIeo > � �,i °gina�sma mmint1 'rmr o�i�.i::o•o� • .aoat�>tos•w���E >Drr ■. , ,. i�'� r , 3. .., .. M :r Wr rj �...,, 6— 7 8 N 8 ....,r'v- �cr ;• -?J I ---- . ,r. -)- -1- . 1 1 I 1 { I 1 1 • 1 1 I. 1: 1. 1 1 I 1 1 •1 1 1 • 1 1 1 1 1 I . 1 . 1 1 1 • Kr r - • _ • _ Installation of fire 'hydrants: " is-seFire hydrant assembly consists of a," MJ ' MODERN MUELLER CENTURION OR 1=0" BEHIND BACK • • FIRE HYDRANT, A-442, 6"MJ, OF WALK x 6 Pig tee, 6 Flg x NJ gate valve, 6 NJ x NJ hl,lding Cr. �, 5 I/4"MVO, 3 PORT, 11/2" spool, and Modern Mue11e Centurion fare hydrant, A-442, PENT'OPR. NUT, OPEN !'�16U";' OF NAY_ ''�"O" 6" •.•M�JT, 5I" -MVO' 3 port (2 - 2�' NST .hose connectin • LEFT; COLOR: YELLOW . • �,?S' O" f _.._. ,151_O" _ M l - -ml " NST pumper) , l�" Pent Opr •Nut; open •left, r:olor: -_8=� �1'I -O .-. r, #- -� � — O yellow. _ STANDARD MA►NUOLE. _ UT�i!TY Ej,M� _ - . .111c-eh - coven GROUT— ' FNMA MA ORAAE (YYP 1 GAL) �: �~ : VALVE 80X • Moos _ _ _ :� • goo' . - , • 5-'O z • z SlOE11�►LK- EXTENSION N S fON • $_�' .imis. inn ? ' T ,L. FeTE ex-retdSIC _fume 1 6RAD1rD IaTILITY - . • T_______ .. ;.. 1t15TALL AG FcE�ViRE TO SR11.1C= �TRIP� �TYPtGA.L� 3"OR LESS x • ' �� >/en MANACLE COVM1k T-PAMI= Tt� • 6"MIN Fcposv� /11a1u=J1--�+ ?�v s �`::� .tom-- . . .._.�•: _ y ..._ pC-SIGt�t GR�►O>r ! 1�►X. 3 R INGS� -- __ !. c�ot�raA i 1 I= n zsa% r \. -:0--01 �} - . - -:: Nt - t_I=vEL 1- LEVEL ._ , a rr e - ,Nl firci/ + • _ - _ 9, $ _-' -- - rS?= � ' Q''"""�-? -`""' . 'd =-"��-�r� a•_•'t��DELJA.LK ='=S=';�/�:�.' •- � li►% _ EGCl:1vT7tft: MAt+.IHOL>`Tor- ': � ��• 7;-. - , - t' '_ MATERIAL. _ ry COMDACTFD SUS-BASE IG°`_ ETC- GuKD MJ HYDRANT OUTLET Joi NIT MATER R1W4-11EK GOtJG rt GATE VALVE Gf� =Q UAI- a- l �� s-G �►SPi ►L-ZtG F • I - III."GtAZS l`%5" ASPi� ACTIC CCrsc• .la o Q f .,r-7 r"r' �� - 3T� 4� MANACLE. RISER 2' 310 -O• c, ED MOUS]dRAYE1.- > `�: . IffligilliM d' 70 Z•— O' G!'SU�+i•tE.9 ��,fvFAv&L A .� ,��� _��A! MAIN W/MJxFLG • ' COVER ROCK %i'•• . • s ,'7.� :"t TEE (SEE PLAN) • W/TAR PAPER� � ;,' 0=':�:=,; : - /6'MJXMJ r r "44/ z „_ HOLDING SPOOL • .rt-stc l.�•s'r 1%i' oF PV M`T REQUI ED _ BEFORE BACKFILI.' _ ��;,-y,• THRUST BLOCK ` - /'-• v4ITiftll ONE Y>:•J►ri - _1 - .��� d SQ. FT_ MIN. _ I!/=lu='rir- BEARING ' -- s r/ice rri_ 7`IiC3K�5FS M•— CArAPACT�IT_ ! l�11ULAPS row. c oov,® ime- To -_. = `-- TYPICAL STREET SECTION " CONCRETE PIER //r_/rrs -- _ _ - . o d�GKF1LL 1 1/2- ROCK BLOCK (3 SQ. FT. .///=//� TS>=T.Z7Ct�_G�'R.OV/` :A."� x - - - DRAIN 21 SQ. BASE) e �edTF�=SEWES:.�S�B�� � •_. ' - o • CAL[. 5 T�2EET 5 E'X C EPT yt/ffER.r NV Tom' • 1a13 FOAM A - I - ' _ '`/ O 7-NERWt 5 E) ---_ oimara�vay-- FlI�.�Z'-O� _�R�LaT'-' rl��lXf d. - -- -• ' `+ '� ,/ • 5-G • :Z-t'•° _ GJAiG� �!. - --- L; , . _;.=_l, " o fir\ omptsTur%L T7. EA►PST�� / - _ _ - ROOF RAIN DZ41Ns STANDARD FIRE HYDRANT .. •�= . -p , - �� , i _ . - SHALL MEET WEEP' . . • • . / • = Q ' :—*-i - 4 i - . 1� , le. LAYER; cohwAcris� U0 LE-5 111 CURB - _ • • I - T r. o•.•• - _ 4 �.f'S�Yi<L !i/4 0 - I f4•, T w EEP L�� ¢N 6'vTf/�G'JGt1 _ • _ j• frrV o • 0 FER LOTREQUIRED a�vEwars) �:- o o J. ExcePT AS 514 wN OTHEzWfSe - 1., Z;j 6.. l Ix I :,. ,, ---- f ' t - ` ExP L2M110E0 EK�A:SIC: L:_ 3/4••f ocIiiiicii:36.2106:25;23isEanztisainsurczie' IC 0" - .-18 - i EDGE / JOINT I I ( JOINT FI• LER • - — �+-- T I 'r O�� APRON SLOPE SI4vA s� 0 5""45 clic/ 1514E17 wFOCA LE-v ue` CGUfslI"bir I f� -� Nis il II A�O�i . i • -Mc/Tr: TcX5Co1�1 .�jDlt`;T /Yi��C. SPAG14�10- I � 71- 1 1 I3. Ik--s- %�%�' ,a�'s - 6Es IN 5EGTIO� _� v t �• \ '— —' '_ _• ` \ '� './ /./ ' ' Ar•/: e STANDARD MANHOLE / ,4o c r.T a,.� 1j 1 t__ _,:7:. -63 • - _ �.••�/ I n0 �1�V r\f�G�t�f�b 1 T --7 �-� - . • �_ 1 ! _• -z- it ,..., . 11 ,c -SECTION v9� JOG/a/ Ti-7►J• G�nt°r• L �1+�. r. . . - -- C _. _ : 1 1 ��i,f-l••.,• t L ( — FACE OF CURB 1 a s aw ) • A• 2-. �' a, I 1 ~ I 1 14' -- �I t7 14•-�� -_— �1 , I.3• O- `!.. • • � a d • C 1 1 I .�1 1 1 • STANDARD SIDEWALK SECTION ' •==•- a . - o - i APRONSLOP=o.O:zs _TOPOF ��IRBEL. o 4 a ' STREET BARRICADE NP•III- _1�--- _ f) S/8-X10 Galvanize Sa.Head Machine Bolts • . . •-:� -—� --x - C O 4 a •Q C watt/ Woaners. 2 Bolts Per.- -�: : ••�`^•�• . Roil Per Post. _ ;:: M 6„ - n ° 2) ei 4-X 6 Post-Treated And Pointed White J..I�O� `SECTION.. �••• I 3-Z-1�� . - I' 0 0 p �• ,� BEET �S U OIMEN51oNs :r:.l • iII �/�T�'' s E 'S IZ . .- - • 1•.: Z• G 0 0 x 1 to Iz la ; 16 j IS i z0 SPACES Q Z aC 3 1 C G Y 3)2~X 8- Cross Roils-Roil: To Be Pointed Rr=L'• with While �/� �r NOTE: CONCRETE SHALL I avE a ttlN. 2-BAR 'VZ��ats.'�2-12 �O` -`j O d `� . .Reflectorized Stripe. �Qi2 /.7E T 'rriPt� '� BREAKING SIRE GTH OF 3C00T fji� ��J 1 t 3— F�AIP/2/�/�YD� AT ��T� $T�.GC%~/�'.:• I 1 7 ` PSI AFTER 2t) DAYS. .. ; I Z%: _ 1 ^ �- IItI � --• . 1 R`SI DE 'TIRE DRIVEWAY , VIIPAtillP • �..�� \ , / ' I. 1111.i1�t v ,..r�g ( }�, I \ 4 (2o 8A R5) vex 2"x 2'-lY2" s.+ - /•f�� r'o�e I 1 I - -°- i \i, '' B......1._, N N TANDARD CURB cN.T:s.) y �� • .; • ,„,.., __.. 1 2 itWHEN SEWERS ENTER ABOVE1 Gr CONCRETE Tb 8E 3.000 P.SI. rN 2$ DAj'S 1 vY • TTOM O frig 'FORMA _ 1 , 1 '' o' �L , '� \c„.%....../...:7-"4 s_4 pa_gr op �.krour aye cave. A A "' 3•_3-3+d _ z o-6 L f7= '�; .......- 1 As /Alp/GA D — --- . fr1ii - COITE T ^,....i • � IIL 1 =))0 3•-3- 1 •p• +Sits. t_ t e-- i �-��`>� I • �- \ __.... 1 / 1 al"E.... 11,11ET3 j ouT T5 Ag '� I s- "=zz' -�` '�t _ �j I D TWA t_� rj'-O' i :�::' . '� f [[ rt�+2Ut�ED- - •IST I ; .•j► r.ir! C - - C Q 8=0- yJ � f 'Y}-' ` _ - c21t-z_1t22-v- 3/8 Z 3 O S C B SOLID LID ..::.-..2.;-,_ • ROCK -w _ T •,. ..���•.��y�.- i •:::E:K:F.:::i:::,-... • + �p�� • -�jr ::E L T �7��t �_�Grr • - h,r-"• ' ^ 4 111 I OR WELDED STEEL 4 - 16 / -- WROUG1iT IRON - ----r--i- ' ,r FRAME AND GRATE -SEE DETAL T 4 , •� . f 51DEwL�K SLOPE C.02O8 �� '1 '.ss_ s1X SLOPE o_o9r. _ //.1��` '� .•t'• • WET WELL - STANDARD MANHOLE PLAN s • - • - y. .i L . ._ 1-4- 3/4" .:. • -. • - • -crrc-GF-'[•IGARI7 -MAX. /+LPL OW.6415LE - ''•• ` `f._ -•s •• .- ;_ 'a ` rtlr xr or WAY -" � -• - -' �' . - yr-TnAvEL.EDt��-lizzs sruos - �' - _ _ ___ = _• - SECTION C C - P r. Q g • •; -r F('pfSi- BLOCK • � � 'j'\y/ j ... AW 4-0 _ • . . ,� _4_S ; •fir UNDISTURBED F..>#•RTIi i� � � /� 3-3-3/43-0' �( w-'- �� NAT'1VE MAT>:-?�iALS._ '2'`=Oe'CRUSRI ROOK.• CLEAN, r— 1--r--- -3-3/4-2� _ _ • - _ - ' 'flE•1415fti•IA.P.r AND Gea PAc-TEP w 4 - . - . - - 1t�1 Ef►SEl1�fT aliE`A , QQp • �,- _ • T j o ; I. P1 pE 1 FITTING NG SIZES Ji' �, TAB WEEP jr;,� s:` .!` • • _ --- - _ • _ ! SIZE W ATEK SYSTEM SHEET ' .. . �� DRY[ 4T :.i 6. -:- 6- --�- S O I a► o' . .,��I SLtBGRAnE -6--,�L�': L- 5 �' _� _ s.. . - :d - .., --i • . �% • - -mil, Z-K3-314a� A 1- 10- =i _ • - - �,-o �_ ..c = �� 1 - .',. • �� 'i' is 1 '1 t.'2 MAX _ .> = '� _. . \/ -• 1i m . - STREET — �- ;a' Col�REfE THRUST 9LDGK SCHEDULE ' .a b :,, . a • p. v�� ' - - I 3/4- -0" CRUSHED ROCK. LEVELING - . 1zE I TEES Pug - E Q nA MP . `��� ,,��• s� !• _ : �. •a: . , • `'- _ -� COURSE AS SOIL CONDITION REOiI1RE / g" G rfz 5 �~ Z.O K' La �'1'z • I _ • _� :t•►. • - - - - C=-a - i a, 4 Pr+ s Fit 2.o 1''!_J.o-�_ , 4 dr . ;ill $l:I..Eri'T GR-'�s�tvLJ►R MATEPSJAL ;_e:a •".• '4�...0 ••� �_:. --- �'.� ZDNCRETE BREAKING STRENGTH TO • iip-bas 111 rift ZONE - 9S�i CONbPAGT1t>11 • . BE 3000 PSI AFTER 2B DAYS . • 41 • +1 1:. - • SECTION A-A - SECTION B-B TH RUST BLOCK AT FiTT-1 NCaS t�E1Af _ Q , -.- - 4- ;i V CONCRETE TO BE 3000 P.S_I- Ir. 28 DOTS . - _ - - H • `' 6 SACK i�i1X /VQ- : SEE rvEE-- aS 8 Sr'Pl j AS- BU/L T P//4SF ZT l TBT. - t I - _ • �-}, z wL c T M.G/V eY ,2 - 4:z 8-88 2F✓. PER G/T Y ,2Et// lil�/ofl. TI /1 E/ �. = r� Mal.. oft v - 1 BICYCLE AND WHEELCHAIR RAMP DErA/c.. Oft. 1,.,.._...., • 1/ -. f4' B1C 4h2/0$ RCY- PER G/Ty_ �'E!//�bt� PiVASEIl 'ItF/ iu �cu 1i: OVERSIZE •CATCHBASIN • � — N_T.S.• NO DATE REVISION 1 -Y DES1 GNED —" DATE March 1987 P R O.1 E C T . . ` • ALPHA ENGINEERING INC. ' S-TA(V DAR D TRENCH - oleAwN scw�E NONF ��®US DETA 1 L S - • a7s0 SW. s BLVD., -- SWANSON'S GLEN -- , SKYLINE d-, • CHECK NJH PROJECT{N 1345 r1 f RTL tE04N 9T2g1 i o DSO .S 2 Ycit-- j� >ro w>Ko, o - . � OF ".- - f r�ecf h of • � 94� ���4 �•- _ _.i� _ Pt-1ASE., I , $� II �,. i SOS D "APPROVED ,tip»ff y.rh�r \w - -- .,.--- .,. - ..:.::..n:r. .,r_ ......-, :.w,,,;;.r..rr nn,.oz•+ arawMu' _. ....__.._ :r. a ..ram.--_.•. -.y.-• -