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HomeMy WebLinkAboutVillage at Washington Square i 16 CC. /`� U 1 ^ O N W M /�r c l-.L� c17 D L. I— O / 0 0 -_ I9+ P E, ,� fV � W M 6V / 1y • \ACCESS ROAD TO ST. JAMES APARTMENTS RTH _ -,92-.---- CC �1 pp��yyyy��pp SANITARY SEWER MH DRbVENAY EOOUT-184.59i.44 Q 1 U .1 I < CC & — 1.____ _ — 07) FANG ____ _�._..__ �_ I sa. —•. — - --�_ (....) Z !33' �--_- __ _ 194 _r 93--- L 1 _________ ________, ,.,..- ar----- --- `\I' f :psT I.. Ai 1'US -^----.-..""�- _�. 195-- !97 ----- ----•-BALL NINc . SIGN xlSTINC ' c�v �}�� + • —/94 -197 CUttB I�'R LQ 't�'y`( \i\� ,1 ;nr �� �= .,w.,,,-r"'�-" 19fi--._ �-----may' RER�° `h tea. .I94 - 4w � LITE�Vy r _ 30 CATCH BASIN 4' 7. . 1, 2qq L UST S 88 42 00 E 244.40' �� • iE OUT -1 92�41II 30" LOCUST-AP-1r 4 �\ DR- + w•-^^-� 194 REL HEDGE i 0 i s" csw IN * I LAUREL HEDGE LAUREL KEDGEAXLDR=20 �..- I pCUST r- MI 1 j� r OR= r r�'" _ �-'"" ..^. t. � Ors' " ` � ; \\(\�\� r 3 ' .�� . , ,, Iss al "" ,: T SCALE 1 " = 20' DR=jOCUST �Y rt�{ � / ��.--� _ Iii • 4 q L L 1�5 /,- ;.2 i s ilr, ENT _ _ ,.....-- . /7 t_ \/ DR=20 --'-'--c -, - I9 V Inni 0 i :--' fWI ♦' ,O 244 F R _ / R; ��. NOTES s DR- 4 � 6 ' ac PAVED 3 ! �`� ! g7 `P! '� �!� -� `�-- -J'I� BASKETBALL f "� 1 . BOUNDARY DATA SHOWN IS FROM PARTITION PLAT w icb+ _ / a. I cu� a 4 i EIJOUL NT NO. 1998-038. � R ,r,r,,,,,rr ''�e' �. % r 2. ELEVATION DATUM BASED ON OREGON DEPARTMENT ,,, 1 # s:Usr —r ss __ _-- T /7 ! { f : -' OF TRANSPORTATION ©OR BENCH COF S S.W. HAOLLATBLDVD w C� © \\L.... !II OVERCROSSING OF HIGHWAY NO. 217. .�� 1 W �"�"-__ / ' 6 (..) '_- -�-~ +' ELEVATION 229.69. i. ..... ---- __ t _---1 97-- -, ',Al"''---/' ram " �- --_.. "__M�� ^_---- �, a. F,ii 3, ELEVATIONS SHOWN AT CURBS ARE AT TOP OF CURB. � � Z `"" - ---. 4 PP r ,rya 4. WATER SUPPLIED BY TUALATIN VALLEY WATER DISTRICT. ...iiimmi. 1HFit i ,'' r,/' 5. STORM DRAINAGE IN HALL BLVD. ADMINISTERED ...E0 +„,------------ ,... , � I S EKED BY � �_ __-- ■lLir OREGON DEPARTMENT OF TRANSPORTATION DISTRICT 2A. 4m) 4< /7 ---! =17 � - Y •�' —MG Qfi - E. I 1 O q ill B5 MALT. BLVC. A PAVED . ,,/// I 2 '� ; AEA �I SP L/�, r�1 -,4.II.F i 99 /r��� C��II w DR=I I r, 3p l I LANDSCAPE t .; I = Z +� , LEGEND , > �,41 -FIR ENCROACHMENTS 20,/ 20� 5/8" .o' .e PAR b =PbuM, -`' F qF oFHANCL �' E6� " • FOUND IRON ROD EXCEPT AS NOTED. �j�, ''` �L �j/� y� FIB p AR DR- �'� A. RUNE .a �,, Cif) r t,, � ..�1 '/„R Ui=IJ BR_g \ �.\\i x RE 00E, WALL �..it. DR 45 o�� -,. 1 0' as �� DRIP LINE RADIUS. REF HANc •� I DR TREE •Fes, DAR "--l se ,, 88' oo'w 243.59' MICE CORNER JR c G EXISTING GAS LINE. ---__________20 f J1R TUNE "`k"bA`�HES `� f MBc J, /} ' \ MB MAIL BOX. J r,,/,,,,r 7 r,r r r Tr', /r r r ////-//////r ?1, r///7?T7 r J ;,:•+l! ////r//. . r/,777 s/,r r r r!r r r i r, ;r r/-7"'/"r7-/7, N 30'I .w^ T i,; ,i r:r,•r r s7,i,^r7�i r r r ,77T,r r r/ r. PR � / 1 OP V�� rrr, — !�R rI V A �� �� . � -�-- ! OVERHEAD POWER LINE. ` L.l✓ „f„rr r „ r r/ , ,,, ///1/M rl r;✓/,Jrri rr///, 'r l,/ ' , /y///i✓I �„_,,� _,/,_/<,a.✓,; PP POWER POLE. 711:, 11 L,4_J1i ,ri,11rr/ :r i _. SS EXISTING SANITARY SEWER. , ST EXISTING STORM SEWER. I. W EXISTING WATER LINE. 0 I I WM EXISTING WATER METER. ..L. i ______________, 9 ... a., . 8 i f„ r ._ 0 i.,., tn TOPOGRAPHIC SURVEY Lac) FOR HOUSING DEVELOMPMEN" CENTER CI CC OF PARCELSTHE 1 de $, PARTITION SECTIONffi 36, T 1 S, R 1 W, W.M. +pi+u` id CITY OF TIGARD, COUNTY OF 1►ASHDVGT ON, STATE OF OREGON z 0 0 ,_ z 4/12/01 eswOV4 W.B. WELLS TOPOGRAPHIC SURVEY — R ©: , Cn FOR HOUSING DEVELOMPMENT CENTER DRAWN: DUI _ VI Ilir 7 & associat@3 inc. OF PARCELS I & 2, PARTITION PLAT NO. 1998-038x DATE: 07/27/00 U SITUATED IN TEE SE ! 4 OF SECTION 35, T ! S. R 1 lI, A.M. Cg l _ SCALE: i•-w^ �_ \l'� PORTLAND, OREGON'9T213 CITY OF TIGARD, COUNTY OF WASHINGTON, STATE OF OREGON FILE NO. oa-1*s\\\ 4230 NORTHEAST FREMONT STREET�-r PHONE: (503) 284-5898 FA%: 284-8530Q C.� L I� REVISED: _ cJ CJ oDRAWING REF: 0000 I UIgC . U D L ,`�,,,„ PROF�C�, 1 ,,, Q w 191BO '�' .f�i SCALE.` 7 "=20' EROSION CONTROL N CB TES �� , , o / I r/ I . APPROVAL OF THE EROSION CONTROL ELEMENT DOES NOT c 1s, �9R �sv 20 70 5 0 20 ,__� ____ --_I9 CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE ENGINEERING gRY 1. °A - l DESIGN. �y�7r] A�7 m EXPIRES 12-31-03 rrrYlr,rrr/r,,,rlr,,,rr,,r,,rriTti-r-rY9 r,.,,;/,r,..,yt/. ,,,1,,7,�r'7-7-,.-n- '� -"'^-'-' 222 NW DAMS S1 IJ /r„,irr7,>>rirr,rr,,rr7rr„r,rr Yr,r,rr Pr../irrrl r,,,rTTF"TTT7-T-7 / 2. 1 MPLEMENTAT I ON, CONSTRUCTION, MAINTENANCE, REPLACEMENT SUITE 403 CCESS ROAD TO ST. JAMES 4 PA R TMEN TS AND UPGRADING OF ALL EROSION CONTROL MEASURES I S THE o RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION Portland OR 97209 I S COMPLETED AND APPROVED AND ALL VEGETATION/ (503) 225-1679 C • ,,\ / LANDSCAPING IS ESTABLISHED. < CI- I i1.r _,, . ',�, __.. ,,,,,,,,,,,, ,,,, ,,,,,,, , fr;J DING ,,,,,,,,,,,,,,,,,,,„�� 3. THE EROSION CONTROL FACILITIES ON THIS PLAN MUST BE ��__ ------ �` � _� f _^ � `- '9��_--_, f9� CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND 1 ``f -����� --•--•----- �- _ _ _. --- ��� GRADING ACTIVITIES TO ENSURE THAT SEDIMENT-LADEN m 492 __ - ��` -�� � --- - !9�' "- %a WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE LLI r 193 .---- --- f �� �� ^w APPLICABLE WATER STANDARDS. • I -_ _ ----.- -196--•--�-� (- 196- -- _ -- 197--_ j\� N n �----- ___y._--• _,�,_ ti�LET BAR#��ER 4. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL I c. �� 195 .�Vi 197- e i •� " "- SED MEN -FENCE /9 30 LF I ' RET. I9� CrY t --r UPGRADE AND MAINTAIN ALL EROSION CONTROL FACILITIES AS Z {- ..� t/�'! __ - Y�.- ;� -` KEY STONE WAIL BQ ' NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE N �' NiiiphI g7 4 1 THAT SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. 0 N Eiko Vi'lit) 4 --- j�-_ ._ _ _ ._.. �i t 5. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED DAILY N �` t w;rl�' „�. '19 44 i NII .� � :.• X - -` - X i BYTHE CONTRACTOR AND MAINTAINED AS NECESSARY TO ��" r _ 95 1 1 1.0 Y ENSURE THEIR CONTINUED FUNCTIONING. 40- _._t__-._ __-- 01 s7 4 W t �. I 0 �III!ll �. = _ie 5 S E M L L T 1'P: _ --- BOW I�E: - w�-. , �I h 6. DURING INACTIVE PERIODS ON THE SITE, THE CONTRACTOR Q Y t e lg� •h� E MUST INSPECT AND MAINTAIN EROSION CONTROL FACILITIES U ti `��y, a, .- : 9 19fi.30 ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A < CC g �' - A ' 8 o fi STORM EVENT. I � , � , 2 J,9e� _ _ a I f `ti' a �` s 7. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE `. `� ���`-J 1 - ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. C2. 1 , o °g � 196.50 -' "` ,�� ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE INLET BARRIER / \ r r�--r, 1 CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL 1 z A wale ^ - -'� / I NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM M TYP. ,i �- ji-M--------g _� .I _.w., _- T 1 98 0 197.631 /�� 4 , � i ' SYSTEM. vol t9 -� $. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED 98.2 .� I il, 0 i B1 fin' } i �' 1g AT THE BEGINNING OF CONSTRUCTION AND SHALL BE MAINTAINED i0 I98.2HI LLJ FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES ��� /- _. __- --___, mum um i li _ 111011 - _-__ �198 - ' )1 0 MUST BE TAKEN BY THE CONTRACTOR, WHEN NECESSARY, TO �` `- �-- r i ll.flfl'\ �` ENSURE THAT ALL EXISTING PAVED AREAS ARE KEPT CLEAN _ ._ ._ _____ __... _.__.__- --_- ,-' --- 11 I97 ti I FOR THE DURATION OF THE PROJECT. � ""- " 19$ 52 197.50 1 • 9. HYDROSEED, MULCH AND FERTILIZE ALL DISTURBED GROUND NOT 4-198itik / y. © h-- I ,g ,_. \# RECEIVING HARD SURFACE AT THE EARL I EST POSSIBLE TIME. IA I,- `• I 7.54 -' "'" I ----\-- 19 I$ I l',. i USE SEED MIXES AND RATES AS PER "EROSION CONTROL PLANS: il j' `' 1 I y ✓/ +`�� TECHNICAL GUIDANCE HANDBOOK", PRODUCED BY THE CITY OF gi "`��� 1 98.50 ! II ! I 97.7 / i - ,�.. - / PORTLAND AND WASH I NGTON COUNTY. { -- _ ' a ��r Q 10. CLEAR PLASTIC SHEETING SHALL BE INSTALLED ON AREAS SEEDED B 1'! =: w f BETWEEN NOVEMBER I AND MARCH 31 AND WILL REMAIN UNTIL TREE TO BE i[ ' it -' l98 '-- ;� � Hi mmmmm VEGETATION IS FIRMLY ESTABLISHED. yy�� PROTECTED -- ri - __._ I■ AU u u I is i i� TYP.v I °' I 1 ,___i,� tl I1 fig. I I I ' I le) ----- 1 98.80 l 197.h0 i ( � I \i I �,` f ,{� . I. 3" OF CLASS IIBI, All; a V' les � �. n 1 �� A. O) _ p .�,:�. =' ' ,-, ;v . - pQ ASPHALTIC CONCRETE _ 111111 ..j0 ry�r�j,. g. _ ... _.. o�y fir'�h+. ^`''�} ",#" a. 717 . ,9.0 • (fi Fek, rif if 4ff to, A A Ap 4.1 1 y'1------ , I 98.0 §, Ilk is,g _ 'Lp 200.22 :" ' '.R +: s'r y. s���or��,� ��, �i� A '�, 0 �� +'"�i 'tf�"� 20Q. I fib v�VIP%Ilk v v c> o c� i► dP Wild ' 141111,1 _ I v "Pc..'"",. 111 v 16 v c>16 s> v v 01 .6 ,<"w;--."'�rar ,�ll `. I _ _ .._. ENTRANCE T i rattarie!._ ��+/! .Ii �� L--'_..�z_._ - o. ` l -CONSTRUCT 200.76 \ . �. • ,,:, 4.,) /.r,rrrr,7 T r. . •,r r,r r,r:,r r r,r r,r 7; - r r r,:r r,-;- y- !r r r !; T'.' '-:. , ._a..- '. ti \\/\f/�!/\\�, f� �`�%\ /\�,, '/.��i/'� /F/\r'r,/\•\/✓i�r�,i'/�\\�.. �--_� PRIVATE DR 1 VE t. ! _ as 1 • rr, r%,rr/. rrr ,rr .[r:.rrr%ir,, ,rt!_ �r 1�•.G..r_<:1r: /rr. r.,.G ' 1L/rr.•rrr; •r„rrrr;r, i - tr • , 6" OF AN APPROVED -' -- ;,,,; ,,. ,,.: : ,, „� TREE TO BE I � .� 3/"-O" CRUSHED AGGREGATE PREPARED GRADE PER PROTECTED (TYP.) bp C2. 1 A 7 I WOVEN GEOTEXTILE FABRIC GEOTECHNICAL REPORT �r • FILTER FABR I G MATERIAL F 1 LTER USE STITCHED LOOPS 36" WIDE ROLLS FABR 1 C OVER 2"x 2" POSTS NOTE: AINIIIIIIIIMATERIAL VERIFY EXISTING PAVEMENT SECTIONS PRIOR TO CONSTRUCTION. lik IF EXISTING PAVEMENT SECTION IS DIFFERENT THAN AS SHOWN __ iirF _= ��_ ABOVE, NOTIFY ENGINEER. I. - �r. Y `. FLOW CD IeK Hawangarzia1t�... , rM'Cto ���t��r .. C� {Inter r�lp O N .._.. ,f Q lirlififfititiliiii ---4•7=7-r-;;"7:ri:AiiitiiiilliZytl, a rn ririi' i fj _".•.••• NlItR nlillglj PAVEMENT SECT 1 ONSIi , � r1 It`I'� 1111111#�iUtlq,ui:.r. o � - irrli� tl1tp11Uhi°44 - ,fir- / llhrNll �Airimill IllimIii \► �� 1� �� 1r Nip ,. ` _ aliiII11lIlf14ll�1 ring! 1 o N.T.S. co _ Ilrnllllflnnrinl 111f11u b .$ OU ►1Illtillllf1111I1Hi hlll111�[81G .tttttttt■�� {Ilrantrullruli lllillrllltllf pd ar 'NV . r 6'MAXIMUM SPACING .4t6.7 - - -= _=`-",.. SECTION A-A F1 8 RONT VIEW SIDE VIEW DITCH INLET 9O`N op. � .40 ANGLE BOTH ENDS OF FILTER FABRIC AREA DRA I N e 's l'• ASS so, 0\\\\)D FENCE TO ASSURE SOIL I S TRAPPED ,, • ,. .c\c Co - .�. Nrq�'�l�f147 ��\Sr�9¢ • 4 4 .• • d. Z hr l/firFr o c . 4. g • ,� l/lllr/%�I�f' MAY BE USED SHORT TERM ''�/jl 6 . •v ° 0 w,�:t;;+�i�rrrn� A p a. D a , a v . II W/ UTILITY WORK AND W/ 0 a ', . .a. , . - . a I . BURY BOTTOM OF FILTER FABRIC 6 o p b b .�; 1- kJ Pe a INTERLOCKED VERTICALLY BELOW FINISHED GRADE. PHASING OF DEVELOPMENT A =I,,.AD .4 M‘ id CD II lI 2. 2"x 2" FIR, PINE OR STEEL 1011 1,1,1aAO° p . . ,� p a: ° a, �gYAt ' f� Q p u,,,,, RAD ! US = 16 ,lluuiD:;• a a"' 2 x 2 P05TS uln, FLOW Q � a�, FENCE POSTS. 25' MIN. .4 4 -•n- 4•. wv P .AND ATTACHll�'3. STITCHED LOOPS TO BE INSTALLED - + l -p. . a:a F ca ..a l ';t` li*"""" CLEAN PIT RUN OR 2""-M I NUS GRAVEL r � p�� p4 �GC��S� `� DOWNHILL SIDE OF SLOPE. r` r••'"`�" r �ir11H,lIl ,r r nne. O r11t i4hifl liMll Illj�ll wifllVl■'.[!q ¢ S I Z �[ TLL4W� a 4. COMPACT ALL AREAS OF FILTER FABRIC p r _.;,w SUBGRADE REINFORCEMENT P \� E 0 TOP VIEW TRENCH. Mille Ac�i�i�ll11P ;, �� Illplfulrui.1 _ � ; lrligli MI ,,40 wit�� GEOTEXT I LE, AS REQUIRED �, �p n IIMII11111f11i1,rllr +��llt�i!"r ioRl�l 1llli t�+���l ��+►u ¢ ritn1 l %III ,frt♦ ! wrr rill IrIt111g 16111 PLAN �\�11 „t�1111 1 r c, A t dir ;,o eel. „r ~sisal . rar.40 �!I�tlr 1r��1! 81, MIN. Q` w ci T/ f©1 _ 111111 ,��u ,,,•, /� J� ���,+�1����+�.���; DEPTH °C I SED ' ! V 1 ! Y T FENCE u`\,a�����ii+���r, CATCH BASIN `... . , C2. I N.T.S. *20 MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL a m Li r 2 TEMPORARY BIOFILTER BAGS GRAVEL CONSTRUCTION z G`2 I DRAWING REF: 0000 im N.T.S. �2 I N.T.S. ENTRANCE iC2.1 ' 1c2 1 O D L AICATCH BASIN STORM „N GENERAL NOTES i41? FILER (2 FILTERS) - r/ ,\ QWA=0.049 cFS `� fs, 19e C4.2 1 . ALL CONSTRICTION SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS CITY OF TIGARD, ENGINEERING �'�RY I. pp,Rti 17 LF 12" THE PROJECT CONDITIONS OF APPROVAL, UNIFORM BUILDING CODE APPENDIX CHAPTER 33 5=F I2 \ EXCAVATION AND GRADING, THE AGREEMENT ALLOWING DEVELOPER TO CONSTRUCT PUBLIC 222 NW DAVIS SZ' , EXPIRES 12-31-01 IMPROVEMENTS, THE UNIFIED SEWERAGE AGENCY. SEE SPECIFICATIONS PROVIDED. SUITE 403 ,i) k . 1 2. ALL UTILITIES SHALL BE CONSTRUCTED TO MASTER PLAN SPECIFICATIONS. Portland OR 97209 - E ' C.} -- , � `" rl�" ,,. I= 3. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION (503) 225- 1679 17 IIIIII -'=i CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0080. COPIES L II SEDIMENT MH r , I E I N I,' OF OF THE RULES MAY BE OBTAINED FROM THE CENTER BY CALLING (503) 232-1987. IF YOU HAVE < IZ 1 4"RI} ! 95.5 RIM 196.90 ® 1 I E OUT 1,` 92.46 QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE I = I N 192.80 30 ■ CORRECTED AT THE PERMIT HOLDERS' EXPENSE. - I „ : 15 L 4" SD „ a + 1 M 196.30 . "' i 4 RD 19' .5 ! TYP. _ ii I I E-9L+T---19-2.80 12 I e I•,; I I`1 192.7 w !5 LF 4D S O.D! (MIN) SUMP !E 189.80 - '~-� 4. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING SEDIMENT TRANSPORT WITHIN THE PROJECT ti S_r f l I N) C3.1 411111kTYP. T _ • I II OUT 192. c CO f 8 LF S=O. 3 LIMITS, USING RECOGNIZED METHODS FOR EROSION CONTROL AS APPROVED BY THE CITY OF TIGARD AD R 1 M 197.5 AND THE UNIFIED SEWERAGE AGENCY qF{j WASHINGTON CO. 6" COI' 6" CO1Eey .. __ _ I -� l E I94 34 1 I 194.24 S=D.O I D (MIN) . ' TYP. 5. THE CONTRACTOR IS TO LEAVE THE PROJECT FREE OF DEBRIS AND UNUSED MATERIALS UPONZ I- N 1 E 193.80 CB (SYPH h+l) J COMPLETION. 0 _ cj -.� �-- - c "' AREA DRAIN { I k CIE II T I RIM 197.5 RIM 196.00 �_ - ;` 1E 195.00 , 1 W ..cc 6. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE UTILITY SYSTEMS SUCH AS I I I a__ i �- 6 POWER, TELEPHONE, GAS, CABLE TV, ETC., WITH EACH INDIVIDUAL UTILITY COMPANY PRIOR TO I- m 10 13 5 LF E 194.50 r.II' s_. ..- T o �.- f 11, II 1 ;al t 1 -.-A _ FINAL INSTALLATION OF THE SYSTEMS. .= ' :_• -F_'•" :W ' 1 ,t I . 1I'_ '1 „ - _ 8„ = S=O.O I D I N) - _ _ _ S�D.pp ..__._-a .D - -• -- - - uul 7. THE CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING PUBLIC AND PRIVATE UTILITY LINES AND - o I • OTHER PUBLIC UTILITY STRUCTURES. THE CONTRACTOR SHALL RESTORE ALL PUBLIC PROPERTY TO 0 N -Y R`+~ 4' RD �I96.50 a o , ITS ORIGINAL CONDITION UPON COMPLETIO N OF WORK. E 4 RD 196.50 m. < 8, 4 LF 6" S=0.01,E , 4 LF 6" S=0.010 lii 3 8. TEMPORARY EROSION CONTROL METHODS MUST REMAIN IN PLACE AND BE MAINTAINED UNTIL C.) Q ALA �`=' ' I N 197.50 i } 0 --_ �i r �• PERMANENT EROSION CONTROL METHODS ARE IN PLACE AND OPERATIONAL. 1 i 94.35 I I - I v ) Q _ I Q I j 12.E F 6" SD I 1 I I C AID R 1 M 197.70 1 �- 9. ALL AREAS TO RECEIVE FILL SHALL BE STRIPPED OF ALL VEGETATION AND OTHER DELETERIOUS �- .._____ ,1 )S90.010 _ IL ..:.:. 1��F 195.00 - - MATERIALS. ALL SUCH MATERIALS SHALL BE REMOVED FROM SITE AT THE CONTRACTOR'S 4 = {� B i ,__-_4" RD 196.50 II .. EXPENSE. p '�--, i' l Q .. NI _ -�E I "�� ••• ALL NONMETALLIC SANITARY AND STORM SEWER SERVICE LATERAL PIPING SHALL HAVE AN "J_ ' I 29,3 LF 6i"' 1 ELECTRICALLY CONDUCTIVE INSULATED 12 GA. GREEN COPPER TRACER WIRE THE FULL LENGTH OF SCALE 1 -gip 1 (Sjti'PF bN) S-0 004 I I I _ I THE INSTALLED PIPE. IL i I8 p I M 194 TYP. - i 1 i ■ •- 20 10 5 p 20 # I 1E f95.fl0 � I I , !� 1 11 . NO MATERIAL SUBSTITUTIONS OR DESIGN CHANGES SHALL BE MADE WITHOUT PRIOR PERMISSION OF I - CD 1 �1 o THE ENGINEER AND THE CITY ENGINEER. 4 RD 146.50 I `\� , II NW 'I' © 12. A FULL SET OF THE APPROVED PLANS WITH ALL CURRENT REVISIONS AND AMENDMENTS SHALL BE - ... g I E 16.50 _ ■ MAINTAINED ON THE SITE AT ALL TIMES DURING CONSTRUCTION. 6 LF 5=0,010 „ i � w..�.....�.._ � I r I I,� I 3 LF- 6 a S=o.o �'�Jul I N) � : :. I � /i I3. ALL FILL SHALL BE PLACED IN 12 LIFTS AND SHALL BE COMPACTED TO AASHTO 95%a DENSITY. ,„; I �'' THE CONTRACTOR SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TESTT ALL FILLED LOTS. TEST l` 98.6 LF - REPORTS SHALL BE SUBMITTED TO THE CITY AND TO THE ENGINEER, PER THE GEOTECHNICALS ! lift I ENGINEERING REPORT. 6" COAllaTYP. 64. f LF 301r S=0.002 I IE 195.79 AD RIM 19$.DO RISER F ' 7 r. r/`7 7, r` .,"7 8.0 "�"""� r)r,r. R I FYI 2 U, 511T?„, ,-,7..777-;� r:r r r 7/,/7, • '/"T;,s' ' t r • el iis6:0i Cask 1 a 3 LF 6" S=0.010 MIN I E I N 195.30 WATER (,,..� ,, ,,:;:,rr, .r; ., r, !„ �: lE _._1_9.3..30--r e,;:,;,,,r ' , „RI$ER,, , STORM 1 SEWER DETENTION/CONVEY ,.r, "M 20 .00 NOTES SYSTEM 30" rrtr♦r,rr,,,,,r ' PR I VA TE DR I VE IE IN 193. 17 200 LF SD IE OUT 193. 17 CAPACITY 988 CFT I I . ALL MATERIALS, I NSTALLAT f ON, TESTS AND INSPECTION SHALL BE I N ACCORDANCE WITH CITYbe C4.21108 j OF TIGARD STANDARDS, UNIFIED SEWERAGE AGENCY STANDARDS THE OREGON SPECIALTY 0 4 II PLUMBING CODE, STANDARD DRAWINGS AND SPECIFICATIONS PREPARED FOR THE PROJECT. t6 2. STORM SEWER PIPE SHALL BE POLYVINYL CHLORIDE PIPE (PVC) ASTM D3034 FOR COVER NOT 0LESS 3', C-900 FOR COVER 1 '-3', AND D. I . FOR COVER I '-0.5' OR EQUAL AS APPROVED BY THE A 0 C 1 TY OF TIGARD, UNLESS OTHERWISE SPECIFIED. i 4 RETAINING WALL t OVERFLOW FOR TOW 197.40 3. IMMEDIATELY AFTER COMPLETION OF BASE ROCK GRADING ALL MANHOLES SHALL BE ADJUSTED SO �« PARKING DETENTION PARKING DETENTION BOW 196.90 THE FRAME AND COVER IS AT THE STREET FINISHED GRADE. 46) i TOP EL 197. 10 SEE DETAILS I 11 OVERFLOW CUT AREA 2420.60 sFT THIS SHT I ' WIDE CONCRETE 1 4, INLET LATERALS SHALL BE PLACED VERTICALLY TO AVOID CONFLICT WITH WATER MAIN AND CAPACITY cFT IN RETAINING WALL SANITARY SEWER INSTALLATION, LATERAL PIPE WITH LESS THAN 3 FEET OF COVER SHALL BE \ SPILLWAY W/WINGS EL. 197. 1 0 DESIGNED TO WITHSTAND LOADING. (3 /,V,/ri// �%� I 5. WHEN EXIST 1 NG FIELD DRAINS ARE ENCOUNTERED, CONTRACTOR SHALL CONNECT THEM TO THE 21,I)) 1 /, / %/� /�'/% NEAREST CURB INLETS OR STORM MANHOLE USING MIN. 6" D I A. PVC .__ ____...___ 1 ;/,.4' / / f•' l : i -.6 I4 I r//��/fJ/' , /./�" 11 .rriw. r11111 f i , , rRPiY. '. I OVERFLOW //,, // �r�,,, fj/ 1 6 CLEANOUTS SHALL BE PROVIDED AT 100 FOOT INTERVALS AND AT HORIZONTAL OR VERTICAL i"%%f. f , /7,%• , ��/ !�,r �� // ALIGNMENT CHANGES EXCEEDING 45' (CUMULATIVE). NO 90° ELBOWS SHALL BE USED. ALL PIPE / ��, , /�%%%;fir •/%//, '; t' � WALL OUT E L 197. 10 '4r/ / ,'";/,•/r , , l�� / '/,%i % WATER QUALITY �..� r, ! ////✓!r�`'`f/%" f /� ° i CB RIM 196.3fl WORK OUTS l DE THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH THE UN I FORM PLUMBING CODE `,r� AS ADOPTED BY THE CPTY OF TIGARD. li „% '%r',; /i/- ;//;':- OVERFLOW FOR PAR ,�,, /,,,/ �, ; ; , , , ,,//, ' CO 5 KING DETENTION / //%/'/1 ;, , '� ° CB SYPHON `/// / / �li ` / I C3.1 N.T.S. RIM;� I96.50 1E 194. 15 ' /'%jo. ;//' •;%'/, _` --=' k 5 LF 6" S=0.0 I 0 , ,/7-/,! , ,�/,�;s,4 . , f 1-1 cif //i., % ,i 24"N X 8" CONC. COLLAR I I STANDARD CAST IRON I FINISHED GRADE FRAME & COVER ADJUST COVER TO STANDARD CAST IRON l FINISHED GRADE FRAME AND COVER l PAVED AREAS OUT OF PAVED AREAS INCLUDING ASPHALT GROUT ;A N,.: 2 MIN. :1p ` IN AND PORTLAND aQ�PARK G DE TENT I ON CONCRETE CEMENT 6" I oV�_ -� 'a ' I I- t I o V�� SURFACES. MIN. -6 MIN. �o SCALE: I "-20' 28" x 28" C.I. GRATE d = 6" MIN.-I- ©�- �,p�. l " 12" GRATEW/ BICYCLE BARS '11 II I III 6 MIN. / - //\,,,.//�� 1 II I ��a�° PIPE SIZE AS HINGED CLEANOUT / //r^//•// �Y- 1 I'- SHOWN ON PLAN %�J/��s�l"dm:!I/�!�Arar��rA / / - I N A TI+/E BACKFILL COMPACTED FILL - g ° o a- _ °�,o - �, OUTLET / • /� COMPACTED TO 90% I o o `I Il 7r\�%�%� °Q°° /, 45' BEND �� I °p o COMPACTED FILL I o; ahl • 45' BEND J /'�. //\/'/ 000 oo �/ / I- O `'� I o oa II=i .. o� _ { iy. STORM SEWER OR FLEXIBLE //�/ )c,oi o 0 // / // '/�,\\;/r 0 ' ° o+ c� aI 45 BEND -���I °� ° 1SIZE PER PLAN GOUPLING I \//� ° ° / / �/ a III- CRUSHED ROCK OR SAND " oho p0 Cf / /�\\\\\/ 0 D WYE BRANCH i I ,= o° o I IL ° COMPLYING WITH a ° o o� �f ////,//�% a = 1=_ °o a boo „ WYE BRANCH _ 1= aq q o 0,1 ti „ SPECIFICATION SECTION 02200 1// �\\\ �/ z _ 7 a° o 0"-0" ROCK BACKFILL I I- - °Q" •� �a o - w 6 MIN. COMPACTED TO 95% a /// // // / �- I- III-I I l _ ©Q oaq = _ ©0 3/4"-0" COMPACTED U i000\0. ,i/f��'��,'�� I=III=1 I i ° a o -I 11= ,=III III-1 I I=1 . ° 11= _ cv /111 PIPE SIZE A5 / �`' o -I P P-I i V-T ��o �°o �� o " i i d-i ` - 1 �� -' ° • O�9-III= CRUSHED ROCK BACKFILL 8 III I ea. SHOWN ON PLAN -I�I-I I a,°0 °o°o _ O Z x Q a�° a o /i / m i I- CAIt001 a - 0 c o o o /\//\\/ Q_ 1 f I- PROVIDE & SECURELY N a© c c^q o Q a v o • o INSTALL PLUG W/ RUBBER �I d N p O oo D JrC} Oa a ° °p� p� / itip, 1= 11- 1I �I I- I 1=1 I -III ,-I q a o d o� _ _- I- RING GASKET ° o 4 12 01 D `/\\/ :I �- I �-it- -_1=1 I I =1 11- =1 I I �I 1= -„--, , I I I , r 1 � °° , ° // - --III-I -�. -1 I i I I PIPE As SHOWN 111- I-I 11=1 I I- - I-1 I Ii I I o /`‹/ I i I ON PLAN IE -I -III= =I i .II 11= U LENGTH VARIES /�r L 0 _.ti _p Loll, tGOQ6 p �j1\24" SQ. 1 O GA. OR 1 /4„ m ``o o G r -) a 5 1E AS SHOWN PLATE INTERIOR & FLOW- THRU END- OF--L I NE E a NDS 12" CATCH BASIN ON PLANS EXTERIOR PAINTED PIPE BEDDING W/ ASPHALTIC PAINT DRAWING REF: 0000 0 2 SYPHON CATCH BASIN 3 P1PE BEDD1NG AND BACKFILL AREA DRAIN 4 STANDARD CLEANOUT C3.1 NOT TO SCALE C3.1 NOT TO SCALE C3.1 N.T.S. C3.fi N.T.S. g C3 1 cc co U SA N I TA R Y SEWER NOTES D LQ �� PRaFC� ��s �G %p19160 e/ I I . ALL MATERIALS, INSTALLATION, TESTS AND INSPECTIONS - ,'EG I SHALL BE I NA ACCORDANCE WITH THE C 1 TY OF T 1 GARD. c'' is �g„A V_1-7////,,r1-77 - i. ENGINEERING 11Rr I. Q �,,` -TT7"7'7"7 T'"r7 i r r T-7:i r e i r'--J'f?";r r7'.r,, ~r,ri r�,,rT~r r i�r/i r T7 1"7 r,i' i 9>r,r:r r,,r r,17 r,:.r rr r,'7 i r r�r i,,r 77"i,r-i r i r.J i r i r r,YT7'7T'1T7-7':r"'i'r r-,r r r,�r r r r T'7T7"�/7-"'�-- 1 2, GRANULAR BACKFILL WITHIN TWO FEET OF FINISHED GRADE SHALL BE COMPACTED TO NOT LESS THAN 95% 222 NW DAVIS ST EXPIRES 12-31-01 RELATIVE COMPACTION AS DETERMINED BY METHOD "A" SUITE 403 ACCESS ROAD TO ST. JAMES APARTMENTS OF AASHTO T99. BACKFILL MORE THAN TWO FEET FROM s FINISHED GRADE SHALL BE COMPACTED TO NOT LESS Portland, OR 97209 E G THAN 90% RELATIVE COMPACTION. (503) 225-1679 U L , ,+/r:;�;,,lrr;;�,r�r,�( _ _,1,,,,r;,.r:��r,'r,,,'r,r:•/•,LL,4,,_[,,,r, ,r,f, ,lerrle ,,,r,rsltLCiI/rlr //f:l,rr/,;;,.,r;,,,�,,.r,r.,<- -i-,___ 1-1 3, SANITARY SEWER MANHOLES SHALL BE TESTED FOR CL �� -'- ^' ACCEPTANCE IN ACCORDANCE WITH CITY OF T 1 GARD AND < E USA SPECIFICATIONS. SANITARY SEWER MANHOLES '�` o 'N,- / SHALL BE VACUUM TESTED. ___ _ N I 14. THE CONTRACTOR IS TO NOTIFY THE CITY OF TIGARD 48 N i HOURS PRIOR TO BEGINNING OF WORK ON THE SANITARY m SEWER SYSTEM. D I t z 5. M 1 N I MUM SLOPE FOR SERVICE LATERALS SHALL BE 0.02 H- " -- _ - -- - -- -�- F FT UNLESS OTHERWISE SPECIFIED U _ � T 1 � T� Imo, 1 III 6. VERTICAL AND HORIZONTAL ALIGNMENT FOR SERVICE 11 ` -i' O 1 -� LATERALS SHALL BE ESTABL I SHE'D AND MAINTAINED I N A H F------ I. _ I - �� MANNER CONSISTENT WITH THE INSTALLATION OF - f Ii 1. MAINLINES. _I = o [ 1 ' �._ _ i 1 7. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE CC 0 Cr? _.__�__._._ , ,I P l PE (PVC) TYPE: ASTM D3034 SDR 35, MA ! NS AND = F „ I g 'i 5 TYP. �- 7 LATERALS FOR COVER 3', COVER 3' I TO USE C-900, 6 SS CO I I 4 ; 1 COVER 1 '-0.5' TO USE D. I . �.. ' ; I E I94.X 1„ :'° SS CO Nur 1 SS CO • 8. ALL SLOPES LISTED ON SEWER PLANS ARE FT/FT, NOT %. I WV "A" �° I95.0 II 192.78 �' I «� t _-_.I N ---0-- -. - Q CONNECT EXIST .�--' fIF _42p MINJ_ s,,,,.! i i � tS C� p i PUBLIC SA I SEWER 1.1 ' :�+ ; d It 189,28 1 6" LAT CO I IECT I ON 4 , `" ~L '` = -�'� © ! - ; r L 1'1' I i E 185.08 1 SS ,; 1 - - I _�. ! L 4,...:: -�-61, �# ._� i; ' (VERIFY EX I`ST I NG PR d' 0R rr -- �.- , i r 28.0 LF 6" I i • TO CONSTR, ,, T I ONO 'WATER L 1 NE NOTES - --�_.-�-�`'I�� � ,i I �� 6 0 � LF` �6"�. S=ff�J 2�5 II M _-� -- _ � �I♦` 86.8 LF 6 S 0.040 �,r Imo, _.„.-.-.. - - r�__ y - -' = . 1 i�Itt 5=0. 150 ' II -41 I . ALL MATERIALS, INSTALLATION, TESTS AND INSPECTIONS SHALL BE I r-r" 4 4'° SS CO ''i - 7 i FF 7 9 9 . 014 F. .--_..-. • _ `' WATER DISTRICT AliI IN ACCORDANCE WITH THE TUALATIN VALLEY I I E 196.07 "�`"� °J (TVWD) STANDARDS AND SPECIFICATIONS, Mr 28.7 LF 6 I - © II /� ,/,� �" 4 SS Co I E I 8.0 o°:.. 1 TYP; S=0.010 x1;, cn ff WV C :--A LF S .021+ MIN 2 Ai � __ FIRE PAR I MAN 1 ;, 4Allik 2. ALL P 1 PE SHALL BE CLASS 52 TYTON PUSH-ON DUCT 1 LE 1 RON PIPE. - , 4 45 BEND CONNECTION ' • �"-- i° -- , C :(TYP I .T.,-- --- -`�-� ► Iii I ALL F I TT I iVGS SHALL BE MECHANICAL JOINT UNLESS NOTED 10Li 0 ' MINI , -= C4.1 C4.1 rifi OTHERWISE. °;I ,; -_ FIRE' HYDRA �. TT J _ I I I 3 - " '" i ASSY: (TYP.) 6" HOT TAP TO 12" -- a C4 I 3. ALL TRENCH BACKFILL I N ROADWAYS SHALL BE CLASS "B" GRANULAR, I I WV r .9 LF 3 1N L_ 1 EXIST PUBLIC WATER LINE __ �I PLACED IN 8 INCH LIFTS AND COMPACTED TO 95% RELATIVE Upon �{ �-- r--- ��, � 40 LF 2 I /2 W ; I 6" GV (W) AND THRUST BLOCK --_B i i v a c= c'' 4 I .7 L 6 W I 76.6 LF 611W MAXIMUM DENS I TY AS DETERMINED BY ASTM D2O49. 05 I { 7 , I � w , u '' VERIFY LOCATION AND SIZE f, I f %L 1 €€ E I I' ®° •e . \ w PRIOR TO CONSTRUCTION 4. MIN 1 MUM HORIZONTAL D I STANCE BETWEEN SANITARY SEWER AND 3 " S CO �l W� ,I -- I II w� I. LL -- ,� b „ „ I I Q.4 L;F 3 W WATER LINES SHALL BE I 0 FEET. MINIMUM VERTICAL SEPARATION E 96.0 D { 1 ; �, 0 1 8 SHALL BE 18 INCHES. MINIMUM COVER SHALL BE 36 ABOVE WATER � I9 f1 1 LINES. Q I II 3" All SAWCUT EX T AC AND I 0' x l I �, 45 BEND a PATCH AFT CONSTRUCTION 5. FIRE HYDRANTS SHALL CONFORM TO AWWWA € f it THRUST BLOCK TYP. I C502 AND TVWD w I i v:§ II) _ _ -,....�___ _- . (TYP.) C4.1 , � (MATCH EX 1 T GRADE AND SECTION) STANDARD SPECIFICATIONS AS FOLLOWS. 4 �- '% LOCATE''. ANDOTECT HYDRANTS. FIRE HYDRANTS SHALL BE NOMINAL 5�/- i NCH MAIN t6 i ei° I; EXIST UTILITYI VALVE OPENING WITH 6- INCH BOTTOM CONNECTIONS AND EQUIPPED " 4 W 1 TH TWO 2 1 NCH HOSE NOZZLES AND ONE 4 I NCH PUMPED n ,.... 0 0 v,, - =' �= _W> = A- �' I NOZZLE. OPERATING NUT SHALL BE I 6- INCH NATIONAL STANDARD V . _ �.. � .____ _ _ - - '' 1 f PENTAGON NUT. THE MAIN VALVE SHALL BE EQUIPPED WITH " ,;; JL i 0-RING SEALS AND SHALL OPEN WHEN TURNED TO THE LEFT OR 6 '.8 , I - 1 COUNTERCLOCKWISE. HYDRANTS SHALL BE OF THE BREAK-FLANGE OR PR I VA TE DR 11/E �° SAFETY-TOP TYPE. HYDRANTS SHALL CONFORM TO AWWA C502, AND L � �� ;,; ,,1,�� ,, ;,", , .i .:r,, : :;,,,, ,, ,,,,;.;,,, ,,,/,;,, f�,rrL, r,,, r.,; ,� THIS SPECIFICATION. THE NORMAL DEPTH OF BURY SHALL BE 4 ., "' '`` ` FEET. NOZZLE THREADS SHALL BE AMER I CAN NATIONAL STANDARD, CS -g , THE INLET CONNECTION SHALL BE MECHANICAL JOINT. HYDRANTS d 1 . _ ' SHALL BE YELLOW ABOVE THE GROUND LINE- HYDRANTS SHALL BE SCALE 1 -20 i eii;) ! KEN K-8 I GUARD I AN, WATEROUS PACER, OR AN APPROVED AL. 20 10 5 0 20 1 ______ _ _ 4 ` _ BASE ROCK. SOLID PRECAST CONCRETE PIER LOCK HAVING NOMINAL I DIMENSIONS OF 8- INCH THICKNESS BY 16- INCH SQUARE BASE. .i;111° 4 I t ° wig f GRAVEL FOR DRAINAGE. WASHED 3/4- INCH CRUSHED ROCK OR_.-�---- I GRADED R I VER GRAVEL FREE OF ORGAN I C MATTER, SAND, LOAM, 6" DOUBLE DETECTOR I d ' "" `� I 4 x2\ x2\ CLAY, AND OTHER SMALL PART 1 CLES THAT W I LL TEND TO RESTR I CT CHECK A� "_ Q DOUBLE CLAPPER SIAMESE WATR FLOW THROUGH THE GRAVEL. CONNECTION -,' (PUSE1-E.)_ .-�_ �_.__ -_. 1 4 CONCRETE THRUST BLOCKING. CONCRETE FOR THRUST BLOCKING - �a 1 !i SHALL BE 3,000 PSI READY MIX CONCRETE. s: Aft Alk 2 1/2" 90° BEND 4 I " IRRIGATION C4.1 C4.1 NOTES: -_ �_. a METER II LI THRUST RESTRAINT. THRUST AT THE FIRE HYDRANTS SHALL BE THRUST BLOCK - _� �� 6" CROSS 6"x3" RED CER (S) � P�.�4N WO. 1. DOUBLE CLAPPER SIAMESE CONNECTION SHALL INCLUDE RESTRAINED USING MJ RESTRAINED JOINT FOLLOWER GLANDS AS II II �� 2`' PIN LUG SWIVEL INLETS WITH PIN LUG PLUGS & CHAINS. MANUFACTURED BY EBBA IRON WORKS. SEE TVWD SPECIFICATIONS - !I '' ' ''' 6"xCV REDUCER N W FOR DUCTILE IRON PIPE AND FITTINGS SPEC! F i CAT ! ON, '' MI '%� �, ( ) I� 4,, STEEL PIPE _ 2. CONNECTION FINISH SHALL BE POLISHED, " ,, 4 LF I W THREADED TO RECEIVE a , „ 6, WATER SERVICE LATERAL BY TVWD. it 11 e, 0 3, BRANDING TO READ STANDPIPE ON 4 CONNECTION AND �/, . W I tW SIAMESE CONNECTION ,, / � ��;/ d d 4 I 'AUTO-SPKR' ON 6" CONNECTION- 7. ALL MENTION OF COMB 1 NAT I ON AIR RELEASE VALVES SHALL REFER TO A 1 R 1 L COAL TAR COATED & - - ' -� 4 PAINTED TO MATCH ANQ VACUUM RELEASE VALVES. I BE FIRE HYDRANTS ����% i: '<//�// /,;4'; 8. ALL WATERLINES SHALL BE SUCCESSFULLY DISINFECTED AND PRESSURE -12,t'e' 1--.W"..:...j%/;; • 3" 90° BEND ` �\e%�'/ TESTED 1 N ACCORDANCE W 1 TH AWWA STANDARDS AS ADOPTED BY TVWD .I 0 k � a THRUST BLOCK I Z ri PRIOR TO F1NAL ACCEPTANCE. >�` I 1 2" WATER METER 9. THRUST 'RESTRAINTS SHALL BE MECHANICAL AND SHALL BE I NSTALLED AT 0 ;141!; '.' PUBLIC WATER (PUBLIC) LLOCATIONS SHOWN ON PLANS AND/OR AS DIRECTED 1 N THE F I ELD.P.C.C. o EASEMENT i THRUST BLOCKS MAY BE USED IN COMBINATION WITH MECHANICAL 1 a RESTRAINTS WHEN APPROVED. \ . 4" 90" ELL o z. I Q __� _____l a a 2" DOUBLE CHECK I 1 EIIIIHI IHI L Q ASSEMBELY (PR I VAJE) ; - r,, I , I AllI` A 4" STEEL PIPE LID ° 4 1 8 THREADED OR WELDED z G~A►ROO1 C4.1 FIRE LINE BOTH ENDS COAL TAR o a ~ COATED AS SPECIFIED 4 �, tl 4J12/01 a „, V/ATER CONNECT I ON DETA I LS FIRE DEPARTMENT CONNECTION C3. 2 NOT TO SCALE '' ce ce SCALE: I11 - I 01 1 U i DRAWING REF: 0000 Ca O c7 1 Z o U J U Q tiC3.2 U } - O e TO TUALATIN VALLEY WATER TO LOCAL PLUMBING tic't NEt� `��O THRUST BLOCK o D LW 4 191a0 "� SEE NOTE 4 DISTRICT STANDARDS CODE STANDARDS rDISTRICT APPR❑VED ,/ \/ / 9 'o ' �� \� ,\/// +- 12" r� RETAINER GLAND BACKFLOW DEVICE - 5 I \;/\\f\\`/\j N/\\/ti\\� •o '' \j`\j i Oi ON SEE NOTE 3 / \ \ \ \/\� \/\/\/\ ENGINEERING FLGx PE ° $ ° / \ FLANGE C❑UPLING ADAPT❑R' / _-� � \ \ \ C \ 4R)` !. AAR� S ° � /` .I 222 NW DAVIS ST EXPIRES 12-31-01 ' NW SUITE 403 a Portland, OR 97209 r .. - --7 7 _p //\ (503) 225-1679 `-- 0 VI CULT❑ DER SIDE &, -=!® i. .� /\�i / s METESIDE .;..Ot -- I , /\/ie%\!/,\//,,//\/�. /, f ' �;. %/l/�j///\ . °o' ' /i\/ /i\/r V / /✓ MIN K71 RETAINER GLANDS \":' 61 A- owe°\% / , f (2) REQUIRED / / / 12 = _ e W "' �� - 0FIRE DEPARTMENT 5'-0" 0. -4 18" � LADDER MEETING OSHA CONNECTION MIN STANDARD COLLAR „ THRUST BLOCK REQUIREMENTS ,\-■-- 7 (SEE DETAIL 200) SEE DETAIL 300 AND Z e SPECIFICA7I❑NS - 0 ° N PLAN PLAN NOTES! N w 3 MIN - fi MAX M p •. 1. SEE DETAIL 101 FOR VALVE AND C❑NNECTI❑N, II- N 411111111 RAIN T❑ CURB ORI- m GROUND LINE I - -- iT- RAIN DRAIN 24' MAX 2. PR❑VIDE A 3 FT CLEAR SPACE AROUND o - �.. ____ v ___ _ _._ CIRCUMFERENCE OF FIRE HYDRANTL1J V / / /N/r/4/,�r\rj\rr. - -� - /�, /�// `rr/r✓iN,,� I fl 5 t0 RI '/i , 1 1 /-(A/ 18 I '' it \ � CARBON METER BOX 1730D P 15L ��� 3" MIN ��/ r3• MIN BREAK FLANGE 4. 1 r 1 w (OR EQUAL) �, / `..J - CLEARANCE ON / 4-72' -- 1 o• 2" FEBCO MODEL 805-Y VALVE DS�Y 1; \f\\/\\ �fj.\j�\��\\�j� DOUBLE CHECK VALVE ASSEMBLY 11 I '\�\ \f/ �\\,�\\�. INLINE CHECK VALVE , //' /'f/ // // ///`//\//`//.7/ v/ i/ // �/ , •'o 0 4' • RI 12 MIN CLEARANCE �` l ' , p�,�`� \\\\\,>/.\\/\j`\/ ,�`�\\,\jam,\\�,\� (OR EQUAL) „ u I \ ,} 4 RI ] Y ; p ! /,/ f \\//\\\\\`/\\f�\\//.\\\ \\//\\/, J a t fro o a lip DRAIN R❑CK P❑CKET /\\/\/\/\/\f /\/\/• i- - _ _ h ;, 4 C U F T MIN `\/\/\/\/\\\/\/ /\\ \\ \ \/ `\ \/ ��1 ; `� _ _ y ; , RODENT : \j \/ \,/ ►� \\\\ \ \: \• ! I 11 SCREEN /A/A /\//\//\//ti/ // / /.`I 1 / <2> \\\ �'/ CONCRETE BALLAST s • DUCTILE IR❑N PIPE \ \//%j \\ ���\ %�;\\� SEE NOTE 21,....------1-PIPE'STANDS❑TAND i 10 j# � • ' . �\\f • rw,- a i \ °�0 12" MIN - \\1 ., Ail I ` - ' g 8 ' DRAIN TO DAYLIGHT ORS 1i! I�i�`�\ e�I�'�' ■= SUMP PUMP 1/3 HORSEPOWER ;/ a I I 12" - I STAINLESS STEEL PUMP \/•/�` `'� llit It .� 101111111111016111-_ t. - ELEVATI N am', .% /,if:�,*. � T SEE DETAIL 310 AND 320 \/\ ,!* a rr�i ►�• iI' ---'��j 71.; 10111:l+ � � "r+ I 4�l : �;��'�' �I' • \ iy' `f * \,\\ ,�\ 4 \ \�\\\\ :ti UTILITY BILCO L.W. HATCH NOTES: /\/\`\/ \ " (\/\/\/\/ MEGALUG NETAINER ,\\�\\4\ 05 i CHRUSHED ROCK BASE 6" MIN. CLEARANCE SIZE VAULT DOOR DOOR 1, CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH GLAND (EBAA IRON) NON SHRINK GROUT CONCRETE PIERZi 3 660-WA J-5AL J-5AL 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU BLOCK _ YDS MIN AROUND BASE OF VAULT WHERE FLO❑DING 0 A i E L E V A T I 4 577-WA J-5AL J-5AL OR HIGH GROUND WATER EXIST 6 676-WA J-5AL 1 J-5AL 3, CLEARANCE BETWEEN WALL AND DEVICE 12'±l' MIN, 1 f EXCEPT 8't1' FOR 660-WA VAULT r s FIRE HYDRANT DETAIL N°' \ -_TE ' 8 687-WA JD-3AL JD-3AL 4, THRUST BLOCK 1'-0' MIN THICKNESS ❑N DEAD END LINE 102 INSTALLATION SHOWN IS ONLY A SUGGESTION. THE 10 5106-LA JD-3AL JD-3AL 5. DETECTOR METER T❑ READ IN CUBIC FEET � Tualat nV Water District , t r,, 0 w o DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, • wol FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR '❑R EQUAL' APPROVED BY DISTRICT ENGINEER b x ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. BRASS PLUGS f�l TO BE INSTALLED IN TEST COCKS OF BELOW GROUND INSTALLATIONS. C 1- DETAIL No. ` 4* 'I �, �, DOUBLE CHECK ..., .8 Tualatin Valley Water District DETECTOR ASSEMBLY ) ,,`B P 2 0 r. -, 1--1/2" 2" g 2-1/2 " D❑UBLE�` DETAIL No. - .) e -- , 1 ,..! CLASS "A" - • - CLASS "C" �TualatinValley Water District ,) CHECK INSTALLATION 1 COMPACED NATIVE __ NATIVE MATERIAL b. '1 �` MATERIAL AS \ \/\\ �/f ZII4 //\/ CO 1 / \��,/, ! --III �\\�! (H❑RIZ❑NTAL) VOLUME OF THRUST BLOCK " tAtf0 \ \ tuj OLYMPIC FOUNDRY V6910 BEARING AREA OF THRUST BLOCKS IN SQ FT IN CU YDS (VERTICAL) ;\//, V 1-'11 I III ;/�� VALVE BOX AND COVER - - ' ✓// ��tlt ;� __-� /�' WITH 'W' CAST IN THE FITTING TEE 90° BEND 45° 22 1/2° 11 1/4° FITTING BEND ANGLE z j/� ro TOP SURFACE SIZESIZE \ \ cL o r� BEND BEND BEND 45° 22.5° 11.25° © \y\ •ri PAVEMENTT 4 1,3 1,8 LO 1,0 1,0 4 11 0,4 0,2 a_ \\ / '.: \ iz ©LLJ w f11 6 2,8 4,0 2,2 1.1 1,0 6 2,7 LO 0,4 • HAND TAMP BACKFILL i e 5.0 7,1 3.8 2.0 LO 8 4,0 1,5 0,6 ' m • AROUND TOP SECTION 4' MIN 12 11,3 16,0 8 7 4.4 2,2 12 8.5 3.2 1.3 6" PIPEO 6" 12' MAX 16 20.1 28.4 15,4 7.8 3,9 16 14.8 5.6 2,3 _ P4' MIN _ 20 31,1 44,4 24.0 12.3 6.2 24 45,2 64.0 34.6 17.7 8.9 PAVEMENT 6'SCH 40 OR D3034 PVC I EXISTING TRIM EDGES TO 0 PIPE SPACER I I VALUES BASED ON 200 PSI PAVEMENT REPLACEMENT SOUND PAVEMENT WATER PRESSURE AND 2000 PSF 6" 6" LENGTH AS NECESSARY SOIL BEARING CAPACITY 4. MIN MIN .� X/ �'\� \. .,, ,. ...� CLASS „U„ OPERATOR EXTENSION �� /i'' \/\/\ V'� '4\f\� COMPACTED GRANULAR (SEE DETAIL No 5) \ ��f \;( // 1 %%r//% /f�/j,/i BACKFILL AS SPECIFIED �j o . 11111:11 \ \// • \ \/ f • p!*!4� vat \'\\/\\/ ,a'a' ° ' \\ \` /• / • • / f r:113 Luz ! , , BEND TEE VERTICAL BEND IV w \\// . ' �`' `. \ L' 1 P cl �--- FITTING ROD a a -- SIZE SIZE EMBEDMENT m \ \`'/\ \ \ \ \\/�\\� ,f`\/\tip: 4'-12" #6 30'� 1 \ETES. \, \�/ /\\/j /\\�/f/ ,\//\�\/\\; Q.� \f\ 0. \\j\ /\f\\ \\j\ ��/i\fi / ° \f\f� 14 16 #8 36 r v y \y , r / c_ /\'<Ks\ Y V/\// ,., \/X ' /'' N‹7' CLASS E ,� 1, VALVE BOX NOT TO REST I ffii I //\ ���//�\//\\/'\` //\\/\\\//\ COMPACTED GRANULAR ON OPERATING ASSEMBLY 1 t \ \ \ 2. OPERATOR EXTENSION : •*• '%�\%�\,f� NOTES Q Q `\ %/u t❑ � � Y\ �`/� BACKFILL AS SPECIFIED cr, --i1 r-I \ FOR THE TOP 12 INCHES w CAROM REQUIRED WHEN VALVE NUT a o•. .., y\\ \ Ir %\/�Ii 1 -I /x R w ¢ ,\ fll \ \ co \/\/ 1) THRUST BL❑CKING AT ALL TEES, BENDS AND ¢ 1- a i/// I IT[ I f\/ Q (I, IS DEEPER THAN 3 FEET `/./„•\/\\\// ENDS OF PIPING z < o \�j\tT�111 �n I�1 \� \` z L. FROM FINISHED GRADE 4 \`,,,\A -' c� / / Ia;,i�l�� �� E //\� o •�� \/ 2) CONCRETE BLOCKING TO BE POURED AGAINST �•/�1L��1 w f ,: a 3• CENTER VALVE BOX ONUNDISTURBED EARTH z .a E\�/ `�' (C:1-) STRADDLE BLOCK o \��\• , Lt AXIS OF OPER NUT 3) ALL CONCRETE TO BE CLASS 3000 \/�f // ./f w' SEE DETAIL No 200 �, \ // ` a_ o 4) INSTALL 12 MIL TOTAL THICKNESS P❑LYETHENE SHEE a ` \ %�j/ • p 1 6 W 0 4, PROVIDE 24' SQUARE BY 4' THICK 5 AROUND FITTING. SECURE SHEET ENDS TO PREVENT a• /\ '/ �' �' CONCRETE PAD AROUND VALVE INFILTRATION OF DIRT BETWEEN SHEET AND PIPE \ • : ,° \ ' w - FITTING PRIOR TO POURING THRUST BLOCKING `•' _ �¢ C 4. 1 F BOX ❑UTSIDE OF PAVED AREAS a ce C 4. I 5) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS 0 5. VALVE BOX COVER SHALL BE A FROM CONCRETE WITH TEMPOARY FORMS AND MINIMUM OF 2 IN LENGTH P❑LYETHENE SHEETING SEE NOTE No 3 o DRAWING REF: 0000 o �---� \ / ". DETAIL No. r THRUST BL❑CKING DETAIL No. f - TRENCH BACKFILL r TYPICAL GATE VALVE DETAIL No. • Tualatin Valle Water District DETAILS 2 J ` ` _ I Tualatin Valle Water District SETTING DETAIL L 9 , 4 �` Tualatin Valley Water District B❑V E THE P I E ZENE 1 �, to PRO,P , ...g G ,NE S1v cry' w D L 19160 -4) y c ENGINEERING i 15, ‘yg +G 4Rr r. DAR 8" OUTLET 222 NW DAVIS ST EXPIRES 12-31-01 PERIMETER SLAB PIPE STUB SUITE 403 WITH REINFORCING BARS (STD) Portland, OR 97209 (MINIMUM 6" OVERLAP) RADIAL FLOW -'INLET GRATE (503) --1679 U Es B CARTRIDGE (TYP) 22� Zi < . a - GENERAL NOTES: W A ':• : : : : ": : : t ■ , 4 i►: 'i °` A 1 •) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON (800-548-4667).N 7\ / . c, < /I INt ZS' -/.1 _` / T� l 2.) CATCH BASIN MUST BE SET LEVEL. OOP •=, \ ///*r..', s�L •) EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS. Pr • r ,,.J , 1.. , 1 // . is,,_ 4•) FLEXIBLE COUPLING TO BE USED AT INLET & OUTLET. FERNCO OR ENGINEER APPROVED. 0 c, I /if I ; 1 .� ` ".....,,10_, cL(-Ic*s4I 1 'f c ; ai ' �' \. ' 5•) STORMFILTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE/� ' ( i 1Iii I� fj 9, MANUAL FOR DETAILS. I- m / eilHHILiH� , L I ,",",b % ' ' � ` DIAMOND PLATE COVER 6.) CATCH BASIN STORMFILTER STRUCTURAL SPECIFICATIONS: Lo �) <I 0 LB. CONLOSTRUCTION: 1/4"AD RATING: O STEEL PLATE PIPE INLET STUB p (OPTIONAL) UNIT WEIGHT: DUCTILE L1 Q LIFTING INLET GRATE: IRON < CC Es), A EYE (TYP) PERIMETER SLAB: REQUIRED 0 a Q 4 Z c„.) C CATCH BASIN STORMEILTER V I PLAN EW The STORM'' ATER MANAGEMENT NOT TO SCALE St©rmFilter 111 U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,639, No. 5,624,576, AND OTHER U.S. AND FOREIGN PATENTS PENDING 8'-2 3/4" iml INLET GRATE PERIMETER SLAB - 3'-0 1/4" 5'-2 1/2" 2-#4 BARS . 3'-0 3/16" 3,000 PSI CONCRETE rrig 0 --1,i_ II 11 If 11 II IILI 11 II II IH I- , T\ , dii 1 1/z" o FILTERISel 1� 1 CHAMBER . , 7' INLET 8" OUTLET PIPE STUBrif ;� % % %�f 1'-3"� 0 OVERFLOW ,/ 2'-2 3/4" WEIR CREST i /j // 2 1 -% i I,'0 f/ + BAFFLE /3 r,�RJ z/./ // / 1 i,.. •lini "L4' 7to icil; 1 ■ WM 1 OJ CLEANOUT OPENING wits s IN OVERFLOW WEIR FILTERn -6 INLET CHAMBER FILTER CHAMBER CORROSION CHAMBER 1'-10 1/2' i !)4 •© RESISTANT OVERFLOW WEIR OUTLET t 3'-0 1/4" - I . 4'-8 1/4' COATING, WITH CLEANOUT ALL SURFACES al / d � —A CATCH BASIN STORMFILTER SECTION e— CATCH BASIN STORMFILTER SECTION 0eta C 4. 2 NOT TO SCALE , NOT TO SCALE cl 4 •,.. I DISTANCE PER PLAN IMFORMATION SEDIMENT MH BACKFILL AC PAVEMENT 30" DIAMETER RISER RIM 196.7 W/ LADDER ////////// /'1��� '••+••�//'//1 ////r////�r////f///rr/J/////////////////r/// /.',ll/// ///// //f///, % ////// ///// ///////1/J///j '+�■Y��r ( / ,f/'/ s�A( i� •� ti�tY� �f7r��i��i��ti��ti1S� ni V* ��i��rzy:iz i� •'ram •� w�Iw�� � s�f"z�riz ii� •f ie i J toilli 12" PVC \\../ ,', CAP TOP OF 'RISER ALUM I N I ZED \ /�)�,> - W/ 1.8" ORIFICE EL 196.20STEEL PIPE PIPE SIZE AND ,\\\\`. . (\ �_ 30" OR HPDE I E PER PLAN 12 PVC TEE � �,. EL 192 80 // // �w tiT.8 r iiwj+f1`.f��•i-�Y•�...•tr�� r•�.�1 +1�•+��• rrii�f w 2:•.�;' r: • •• 0�r I' .w�,i.- " �, .1�! f • �y�,- \\ \',� ' �\ ,ew/ : .w w .. ,..-��.�•itty +�:.1. �,,., . , ...•?,-1 , .._...r.-. 4,: ,• • �/ !. 6 MIN GRAVEL �:: •4, .wI `I r'+ t.� •�f • �./ i !•'r Iii .rl '� •.1 •.,r f,;r f•.*� •N •r !'. �. ,Iw. a..4 ��.f T - • / ,Y '�to = ' ,,zz, /ice\„,/ /%" \\,/\\'`\ `\\;a\ '', / /N; /"- \�\`N "`'` �,�\. /\�/ `` / BEDDINGg Al.'" NN N, ip 1.1 \� •\."M'.e.�+�•'•i :•*��`, /,� •0 D SUMP�/��,°"i\��i'"��/\�.\.�.\�'` 'f, '�//.i� �a'�'.'�/'��',��.`r''�\.,�`�.�,�,�''�f�~`,�/,�'\``'.,�\�;��,r\��```-r/�/'�,��f/,/�/,,( / N. f z 7,0 / \ , • , ` 12" CAP W/ 1.8"0 OR I F ICES `�� \ 4 %��/ \`�,/�\,// //,r�j `�/.1`\�,/�' ,`�`�`� �`` `, c. \�*`4\/�\ / \,SUMP." BOTTOM PER PLAN 0 a w C.9— STORM DETENTION FACILITY DETAILS 2cin NOT TO SCALE II d CAROM 6) Q z p p 4/12/01 0 • c a Di iQ Y E i x U DRAWING REF: 0000 c3 0 ca - U F g C4.2 Ur U i NIVIN v Z t r�� __.-. M - _- - \�,��*D PRO��Cs�o (44 "v 19160 'Q CC �r /91 i 15, 1g°' C9 a //0 HALL BLVD D L ENGINEERING 4�r ,. ����- <41:� III 111111 222 NW SUITE DAVIS ST .•EXPIRES 12-31-(}1 O+oo Portland, OR 97209 E +- _W.-._.._._..�._._ __ (5 0 3) 2 2 5- 16 7 9 0 0+50 1 +50 `° ® ® C) �.J (I) 0 10 0 12 `:J Q `�._.�' LJ0 I3 ®8 14 10' 2 ii, _ ,..).__________ ____ ___o W .._.- ___ C�,�.. __ __-_-�,-___--i, .41V11.11111P 011111111111111,111.11 / / A, / i / 71111111111111111.11.11/ °/-/ 2 L__ZI1111_/__/ / / /11111111111116/ / / ; .671111 /1----/ / / 4:: ::111.1r/ / / / / -___ Y... . CC M ►) 13M S A8V_I INVS B J rri Imo.-i I J,, f ' 7 _....1s,_ J - •wr..r..�.. �i 0 0 D)' , 1 )2 ilb, . m ,,,, A(� 121 53 W M po„, , . . ......._ , i �` `r` ).' C _ t 3 R = 7.07 N Li av \,:' __ � - :� �..,, - �� - - 01 04 W LC - - CCcm1.1_,,,, __,..___Ncy il.,,,, „ttok_,:.. Li__/ ,,ii, ik ' //% 7 bc-=-5 (f)7-7/ ,,,,________-----_, ! ID 4 }0, :‘: // l - C.) OC' d 9 -12/ � -h ` n V j o D \ y` / }C cal I c I ° M1 V 9 \ V 9 v Ij d I v a C a I Q a a=III 1 ! � � i q • q �.y)))))I(/' a cv --- \ ri -37 ( -------- NN v/ 7 I r PURL I C STREET l MPRO VEMEN TS 1111/ SCALE: I I o" CONSTRUCT I ON NO TES STREET IMPROVEMENT NO T E S f + I �, • 8 LF I R. Iii 1 I PROJECT BEGIN STA 0+00. BEGIN SIDEWALK AND CURB I I . ALL STREET CONSTRUCTION SHALL BE IN ACCORDANCE WITH ODOT STANDARDS AND Q� 0.003 W I CONSTRUCTION. SPECIFICATIONS, "' EC ICATIONS, THE LATEST EDITION. ' „ 0 EXISTING ROW5 �� no -_ -- ,--- _,--- - 2. EARTHWORK SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT 1 3 CONSTRUCT AC CURVE -- --- I F I2 ' DI O PREPARED FOR THE SITE AND WITH CHAPTER 70 OF THE UNIFORM BUILDING CODE. g I 1 a S=0003 PROTECTADJUSTLEAD `f EXI STFINRUCI TURESH ROAD WIDENING PER TYPICAL SECTION IS 0ST0 GRADE SEE THIS SHT (TYP.) 3. THE CONTRACTOR IS TO NOTIFY ODOT 48 HOURS PRIOR TO BEGINNING PAVING WORK. am RIM 994.61 -EXIST i CB (a G-2) RIM I ` ° AitI E OUT 192.4I ( 15"SD)-EXIST ■ 441 e IE IN 192.46 I E 1 N 192.41 i( I 2" W) 05 TREE TO BE REMOVED (TYP.) gimo0 IE OUT 192.46 4. THE CONTRACTOR SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST THE SUBGRADE SEE SHT C5.2 ,' z 0 CONSTRUCT 8' CONCRETE SIDEWALK COMPACTION AND THE INTEGRITY OF THE ASPHALTIC CONCRETE SURFACE. TEST REPORTS SHALL all; FOR pETA I ti $ tr 0 CONSTRUCT STANDARD CURB BE SUBMITTED TO THE ODOT AND THE ENGINEER. o LS aC-ri 0 EXISTING DRIVEWAY TO BE REMOVED 5. MARKINGS ON NEW CURBS SHALL BE CREATED TO INDICATE THE LOCATION OF STORM AND 8 SANITARY SEWER LATERALS. PRESS WET CONCRETE CURBS WITH STAMP PROVIDED BY THE CITY. A `*'' �+ --/___,,.j CO - EXISTING POWER POLE TO BE 0 RELOCATEDEXISTINGiiiiimumme a ti - 0 WATER FIXTURE TO BE REMOVED E--1 = I I EXISTING MAIL BOX TO BE REMOVED EXISTING DRIVEWAY - gl") t o I 11 I EXISTING TELEPHONE RISER TO BE RELOCATED MATCH WIDTH & GRADE CIS 1 d ____ _ . 12 (BY OTHERS) d I a a CONSTRUCT STANDARD 24' RESIDENTIAL DRIVEWAY A R/W LINE &)0 1 STA 1 +32.6 CITY OF T I GARD DET 142 (SEE THIS SHT) R SEE NOTE 4 VARIES /�- ° a 4 i + ' 14 PROJECT ENDS STA 1 +50.6. END SIDEWALK AND CURB o ! CONSTRUCTION t I SEE NOTE 3 1 ,71 I II ' SEE , , p 5' MIN 27 �� NOTE 3 2% SEE NOTE 2 II d , 28.6 LF 6 SIDEWALK b 5= . i 50 � �. ' 11 1 1 1 a Iil CONNECT TO EXIST a II PUBLIC SAN SEWER IE 185.08 , ' 6" SS pO IE 189.28 ,' (6" LAT CONNECTION) d (END QF PUBLIC i (CONTRACTOR TO LOCATE AND 6 y 3O' MAX D. 6' N. BEGIN !PRIVATE 10' MIN r� PROTECT EXIST UTILITIES} � ,� RELOCATE EX I '.T CB I E " J R 01 98.29 I REPLACE EXIST CB PLAN IE OUT 195.$6 i 0'"(E) 4 a SD MH RIM 198.78 R.O.W. - t 9 LF 10' +1-900 IE IN 195.08 12" • IS 9.020 1IE I N 195.28 10""(W) - 45 ( I 3.7M} a1/ EXISTBAAEIIE SHT C5.2QFOR DETAILS 0.5 (O. 18M) 3/4" 8 15 SEE „ 37F ( I1 .3M) 7.5' _ 2%1 I _ 23M STREETqe - �, e �..T� %`� ._ - �� �1w 6" GV (W) AND THRUST BLOCK 5 / /-7-/ -�- I it (CONSTRUCTOR TO LOCATE (�- _ !<X I ST EOP f- i 9 (5.8M),,, 1113M........-- 6" l' ii [ i 4.1 1 C4.4 I 6" DOl11 LE DETECTO- EXIST UTILITY PRIOR n y 2" OF AGGREGATE CHECK ASSEMBLY ° TO CONSTRUCTION m K " N I SECTION A-A (3/4 -0 ) COMPACTED z W PUB I C EASEMENT m = c x 6" 141f__ - q- aik X 6" 10 GA MESH 6" tTEE6"x3" REDUC 'I {,S -4 j --I 'n ti / 0,,/,'�a 3" GV (,S) 5 LF 3"W `4 C4.1 C4.1 I- c- x ' SEE NOTE NO. 4 fie ? / �. ` > v 1 Q d r ;' e' � ` �� 0 EX I .T I NG PAVEMENT Do 0 o eee je �:� jj' a a ,�If - - - - Imo, TO REMAIN rn M y,° NOTES: W co " _ , e y ��/�; e� 1 f _/ : I --,...„ -- „...,.....___-_ .. • 0 .0„,.... _ 5=2.5% 5�2; 1 M I I . CONCRETE COMPRESSIVE STRENGTH SHALL BE A M I NUMUM OF 3000 PS f AFTER 28 DAYS. Is t -,-Limmi_ 2, �;%% j;:,// 3" 90�° BEND SAWCUT EXIST AC ° =" -- -- - -°- =°"�_.- 2. CURB JOINT SHALL BE TROWELED W I TH A M I N I /2" RADIUS ALONG BACK OF CURB. W o 03 I .4M CAR+�OI aOM Q THRUST BLOCK AND PATCH AFTER CONSTRUCTION SIDEWALK CONCRETE Z (MATCH EXIST GRADE AND 3. EXPANSION & CONTRACTION JOINTS SHALL BE I /2 PREMOLDED ASPHALT IMPREGNATED z Q d 2°' WATEf `METER SECTION) 0.18M (0.5') MATER I AL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. E 4/ /01 Q (PUBL I C), CLASS "C" CURB 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. R a e __ CONTRACTOR TO LOCATE 1 cr, a ' //-,,, ' I AND PROTECT EXIST VERIFY AND MATCH = �, UT 1 L I T I ES EXIST SECTION Q A 1 �' 6 2" DOU LE CHECKAI YP ,l� ROAD �/ / /� �/ ON cm ASSEMB�Y (PR1VATy C4.1 T CAL V + /"1 ! SEC T I DWG. NO.n • # NOT TO SCALE l` snN i�rus NO SCALE i CITY WORMWORMj y DfPAR111ET1T STANDARD ¢ DRAWING REF: WOO ,9,,,,dtpitl��l W ,A. 13125 S.W. HALL BLU PUE3L I C UT I L l TY CONNECT I ON DETAI LS „...,„.4��tli TIGARD.{OREGON 97223 'tea DRIVEWAY ' FAA%E (503) um, MARCH 1 4 2 h U ,_CC SCALE: I "- I O� CITY OREGON AL DATE C5.1 _ _ , 1./4DL „\f(00 PROP 43) 19160 �'r Torr rRE 46, � 0 ., , 4e • L ENGINEERING Cs Da5L\' 222 NW DAVIS ST EXPIRES 12-31-01 SUITE 403 Portland, OR 97209 (503) 225-1679 U 8. . ro co < CL 1 I,nr _ a M It$4rxle 10/ Ore"1n 9tn - _.®,•- c+,� PIPE BACKFILL / COMPACTION DETAILS .7' 7 t �t_-- r �r;s L��trGr l , n�€�d. s�, ++r• , :s,T r,r �memo .ii. r. ;t_P,. d. y,..., `Ty.,F, $..� t.V.{LtL iN4 u•-1 t.2 I5: ..,r r n. +,•:'„ s.,,�,.Mr eyn,,.z•,cr v,r,•,ry,fM ILI MFOR PIPES WITH DIAMETERS LESS THAN 900 rem FOR PIPS PITH DIAMETERS BETWEEN 900 ram AND 1800 min INCLUSIVE ( apt ..�r.e g.? 4 ':Iir"-- obi- E .,ae,re.,ne re.e,r '.,. • �-- ae.., •..rs ,-►f.• ticrease tlas drr$0Ol1 to 0 W 3 as 1op1 t7Mr t ¢ n,*�tnt ,....',_,rrr : 2,11 L- - :. N) ,J i- --. 1 cv • if pipe Is placed In on eebmkmwd - ' o' � ,.r'r9'.�,A.r,r r f }` ��v. titi. :q n;t rn i�v_ ,_ t • � y,n,,. Soper • _ -:_-__.__.. .._.- / - \r. +•. ..-_. _ti,,.r.. '•, -'.- ram. ,Y .a y,- y +.a A' O --- ...- i, . -, -._f(.•. �•rr',11.C'i. �::. -Sr-, '�.:"�. ! i,.' 't4. ;Yf 1 i J, A , ,! P • 1) ♦ -.-: -_ .�.a.2 ...ea.:. , I. �'11ti•r ,, / ! i I '1\ 1' (/ 1 J "M 7*1 ---i F ,ti +9 rk�u:,n,!. .. s t ;.,., _._._.-1._ --- f I ,J :f 15. �Y !- r „. t_ {-tE+ yi• .' ... fr :. : ittf,... 1, -Is'.',+fak1 P300 -- 3001 r 600 ipe aaereer - .r,t I : - ___ -.- ! } .._.. .__ 1 :r a, .•,.",I i'r Y.. r m�At,� r '` s sPipe D'AN er o., wr;Is. 301nen . ,,.. .M-i t --- . _ r.I FI 1-.>.e':: ,:i;.;,,9 " -F- -....__c-T._--.4- --i - i a:r.i r.d,. 't .,I i- s a. a\ .Y.. LLr A r ! T. a f t F-l f 'r rt,ar.' } x 1'' G .a, t.4 r }lz 1 � is r:: + r I/ ''� '+�}',yG.or Q Pi a MULTIPLE INSTALLATIONS `` -- , _ - _. �s % :<-_. :, L: •i i ♦ I r f f r / C i 4., „nl i vi ,. ,r, i �r7. sr4yxode P 6G,tx sr.Od'ode rt P,fse I� .! f,,yrr,.,is-•,, -,_>+, I n _ Er •' :!'.r•L r,,r•s i•••¢--IJ �. :� / it I.'�• !/s s f*I � `1 +cr: `�i�, _.i 1. Io'n I t,. I , ,,,.I- .,.. ',.Q ; _ --f n --firit tl ,✓ ) I < , ".<< /f ' r,.Ir,..:'Y' 's.�. a '';' sl r i x n" I�' I, "1 - _ S _, N; ,€ 1 P ..4 5 a,.,....: .,. i i. 1 /• / s' ;Ilu�C y !� .^'j 'r�!'I ;mtyrnln...Psxe. s t... �-- „Ill"- p) �,.r',�d �1 '',. / t i. F I '_,cr �.: I._ ♦T t.'7.7.^e'a►M et*..:i., ......,. ! c{ �. -�... .- _. •s- . `".-7"' 1_� ' -4,,_ At .> Y -i '� .s '� 0 N/WW P�ff•••i♦a♦a••.. 1,�.._° � ., _ i:,?nm� r. • .,,,., I ;. .4.. rt:.�r.., ,1 1 _, ,t ,. .fir , r '--•` F `'�t. -_: -twp,4i•t.P rrPr l..r --� :f.-1-.. .a.r 1.� •.:rt•.: h.�l `t♦♦♦1 •♦••i•ti�, is♦►a♦4♦•i♦ii♦ ',DC', t.,l - -F.?", I-- Ii-,:[ n,'a.,Tor - . .._-_l.`._ r ,- . _ . �.. ... .`, 1 ,� X - J }_ F>i. , ?J1'i ' r'• �. rG� ►♦•4fai•r♦♦a♦a,, Plpe commllon Zane ♦•44♦♦♦•••♦Ai PseC ecnan Yore a . , I } ,t.1 s:1.4;. 1 7rn,A.: .; ! ",.w1 I ; ,ry lr ...}-a:`. '`'� / LJaiiyai♦!a•••t1, ♦•.••♦4••a►••• ,p o+rp I + ., ',.1 rl .,. .: :. <,_.. '<�. •,,.• i„ _ / . qFr... r r ... ,-ni k. 'Y - 'c I '.4' f' �'.....f .1 :r,r.l•i♦f♦i♦•♦1♦iai Isiot aFlrerxnor i♦i•.•♦♦••ii•i•• r �',., ? -. � + ,tw-. ter' ? rt'v,,,, �;- .,i' ^' , ,,,,- f -, 4litarrJ 5• - � a..oP 4 to lap of trench or t _ 1 x'4 'e.._,y-.-„r !" Z. j, ,r �. ! _ ''cam , I. , <7'v-r. f'T7s•-.I-.,,yam... :i#i♦iifM#i♦##I,i♦i♦••►iaiia. •'i♦►i♦f••#►a#f . `C :� •r_ . S R'_SFaK.» �: .L ,-�.il . _ .���+ ;1::' Y• ,./ L Y ,i•i►♦ia♦♦♦•i•• WbOrddewhitnererisless ;t*•♦•f►♦♦i##aviei#i' r,0.rn;cheeerIsfeas I # ♦ i •••• 0.47-4.0 , j-. 7 -.. - -r• •-4 ,',,h ' I -r_. -' xj. n t - - ri?, _ _ ,f" 5r, ! s2.; f `� -4:I,a'1,. W M �•i♦ai•►•i♦i•• tSeaGanvdNolsU •Ii•♦a••►ai♦Ia4 F, 1 - - s�..,_•.:,,_..r �.. I -1- i!1 O,Ir_..?rr.cct -! '4_..;, � .%� .', 117]:+ ._ x •►#ilia►#ii•�1.14♦ai,►aiai,�� ♦i iii►i•is i••►ai`i�� Este Gexrai Note p - f# ♦.A ".-,.°J`Ir7.J'' w_.ti.._�--_ _.-_'r , / i,L : j'-�. - : '� �:' -s'/ lE ;die':14.5.. '`' ,r'-., r,3 .0:�`. �"''' cat a•i►i •• ••• i ♦►• Oarefer Min.Span Beteettn Pipe I e i,Aar4a 1!6f---"' -'sa ;' J tf,a Y r0^' ` _�- 1 4_. ., y 't t ,�.' Y A».,. i- ,.,,. .. I .. l Lfrl rr;r;a ha,•;x Y-eIT \�.^i_.r'1- SG,xa:-_-'' K- :.-i R,'..v..rc ex.Fhin FYI Ir10;tt°nci•-t 1 i Om nn �' M e•♦i♦il♦•♦' 4r•�ii#•i' i�iiMa#4�i ���i►i♦iii UP t0 rIPO flit J'%f r f n i -A IMi s 1 s..Y..am.wx .,n.r ws n ro nn eF�. 1 .,.- G7 ,w•Vi 1•a.4 ,•a#♦- t♦rr 600 ma It J,,- i r�,Yd is Pr R752T 1 v I$, r ##• ♦••♦.: -### 14ai•. - e+B++ Pa� u..` - I I'' _ r at&nmm�a..i... k.,- rt,F .,wi...F.r.n. La. i,-!R2 7fi 1-►„ � 1 if iii•' '►♦•♦ •♦aa' fps'' I f - - y ?♦•i►A ►i#♦' �•♦•a ►.a♦♦' I700 Trot to 1100♦m Orte Ralf %I OFo,of Pipe / r,,.� s 'r' r .fir.:,' """ a , ��..��11 ♦#i♦••• •►•i1♦i♦'. :•iii•♦•, �•i•♦i�r asScrlrf 11 i "Litl r ., r aiclr' rrP vr•p i__` riz.i rf' 4'!Ln Cf '.rrJ - 43 110D am to iSOO PM 900 srr f c x.,v>�;A x <r t, •cs,: r .xr. s"c.r. .„' I- •a i•,. ♦iii • "RE ftsa en. i••a ♦•i♦ f, : q,, a _ - ,9a„c r,,,r txe:, P4.♦. i#1r•-. tSl kAse sirs 5 WO CzaKc.nl.--- „ I ! .I ? +tirsr, :!xqo o-Ftr "'w*"cr ni,a wrnra,.:kier.oy eara' I o NMI i1if`. ii!i.• „r. Pies +.6i�•�.,. �..:•4_••,♦'_ I 0:x^ha'.M 1,..t re-OLDre;l; n i i, com fro p" :.. _tM Dori dra' i..y..I �:. ,, _ 411_ _ +r"E ,^+x+'•5 r Psi r '� -{ ..•,,.f r,b.{riM" tn, d•. ,,,I.P, yr.S..,x _ , - - ... - T VW Ilad, �� .:., I,� _ ...PA#Lr... IS G•r.-f.y :f` ] -✓'Y-A.'! K,1:,:a.Rn,.'P!• f:ulirs, e+, • .. .,.. SECTION A .�- r.:!:n 3.tAE,Ar Hr4;t!„?t,; ....�. _ l�____ 74 _ 1 r Po.",P,r" r 7 n 'i i a'^f/~d�frd+l r1 D .Lxt1:e hoe 5 h- ,TY!8•M. t,,, r.G,,.n b ,_ i 31-4 b O CC lYoas 2'eeddi,© , CIM1'C'hedinq ice. r tarter wt.,,,,. !:tus.., } •.r a,+ ; tr .:.e.:. Cc..../!tre,ee .rr..e. a:- .rt.ar t �, r ,. M• - / .' , F- _""1,. t.i,rj4 -u>,k I Q ti nr,r f Iva•.. r SECT'QN la I`3 5}:N * 4 r c .� a s r:l.r�c•na DETAIL r,A„ DETAIL „C" y s. <._.- t w p am« Ij 4""^--_ -1. ,..� rY 5..- n,w ..�` 4, -� •.SC«...:�` ! t 4 a- S � 'w N.D.,.T l` CC For Circular Pipe Far Circular Pipe 'T r �v t-- j �y k�l, cIr +- ' -_ as ki Pr F i ,,Y 1. s5.x. a �. e r d I rx•- ':. !•� ,-_�. 4 , tY.,.; r c . 7, f n..i *13T }`r : - e. I __ 1r � I � � r'r•S �• 1 �.r, .E ! F" ��i'�'x• "►►...erlA } ~j, r •t:f{ ,,.., &#g k .` 1 � .1.- . .'.m.. ``:'v 'yp.By E.0 '� 9r, `. :I El -.1,--, .r .i `t 'P I .. T'l'E I '�-.411=,1 o'zrv;+ DU 5 • $ ♦ rr'tt,-r rt-acl,ri.'J a r a s t i ,(� r. ! yt - 1n « : 1.300 -. LL �w I 7Dp .. 6¢4 t_',n" �,a . t "� ~y a s A 1 !b i ''° Q SPo•t ,• AO ru::hvenn sect k t F Cur P_. - ';.i j ! ?he oe A; t, l a-!.�vas a3ar- s i y F l T I r 3 I o ` ; O,C.orfubprrxle- P D.,.ersaAOrade n rC I .eiaadnrm',e+,e•`r-, gym. ll'11;T•:".I';t - __. .:. 1. � x 1 : '' .; g ,,.-_ I P _a..�...: _:_.�I.a:�; 4 Pipe r :-,Rt or 6,PFtteea841%n nee9w,le.F Oha!,:.=E.Fh,w:•, r ,:,`„� r„'_ 'j. . .n • MI,a•...rvisr,➢ {y1 1.AF'., ,11' $ p �.1t�a •.a.•S.rFt -, .� np;l>d. , ,. ^ ;;.a -'' 'I i °e }• �` 'i 6'r,I ;a; „",. t 4 ....u,t. i + eel t ,- - i T - T. iia►a.a~#�11 ai♦i ♦1ti ' ,•i�`1.*iai'raa'♦aa•i�t`a'i•►��..-. . r-•I ,.ea 3 ;-mo t ;y d I Y c _r 1'. _-r . .-t .1-- i4 1••�Ar.♦♦i♦tir♦e'1♦• ►♦i♦.r.•♦•aaa+f-♦Mr' 1 r 5 5,7.n:nx.re.c+.a. ,'.'� ! r, : � X ,-,•rt,,.e„r.. .. ,..r. <. , ?d. .. -T'r. _„-s o,. 1-. 4-'L_,1 #- 4.-1 - #•••.i.i#•♦i•e♦•♦♦- Pip.c IlGtien ZExN rii�.a.•# ••r.•rra `` - msD ♦ P c lion Tani ` xttw a=!era loia5air d_: ' \ sere. 1 • , "- •ro,k.o. `y f•i♦1♦♦.iri#ire'•ti ►iiai.i ✓ L7 . J. .."'ice .., ; _t 1 x,. •ar♦... rri♦. •ai ♦ `` a �-! v i5._ L' � -w--1 .. I -^-* ••♦. r ♦• ...a►#•trice.**#iii w' ipp0 s > I_ 1 I aItY. Ir (`j" ; 3 T a L�.� ,5_ . ti„�;; : i # ,ti AO feP of 1rerK1,a •♦♦♦ri I! to fop-of lrenpl ar 19 ' r.,x4,.. t ti+_ a'"' .srri' Jt 1 ! �' i ens • 4V ♦iiiaf♦Saltas♦#aifa♦a♦a•: �i.s#araa•aaire.i#.. x?' -..+ { .T'p; - ma+-.arf.' y+c. ,__ e I':.q.>� .:a 7,.,.►,..>.,,r. I �.. EV t', - _i\. •° -r fia ,.r-.-_. �.�: _ - ,. _ cv • . ♦ a..e•••ir► • ♦:a•a♦r.1•rrrr•ra♦ r♦a#aa♦•ri.ra♦r+#♦♦ wogaderni[nprer,aless ♦I.aii♦i.e•♦1rf.fi eeApode .racneverNbloss i.•r♦iaa44.r1.►•♦� •♦••►•♦♦a4.•♦•♦►♦i as a s,_. t •:t,»-o .. ..{..- y n I S RIB S :Y.w>,y7,.x Ill s r I: ! , 1 t;•♦♦••♦ia...rr♦♦•ii ISee 4eter°dNofe sl .�••♦••aa••.♦♦ra 1r.� 13ee Geteerallete a .: "mac.'-s -{I-.a -' ss-, tom. i'.. ,a a"r` ..�r3 -:v.:.s,r:'. �e _A=- :,: a ��.�:/' ;,".t_ ,�,,+ t. -L I. F-'"ti.. .t.. r ",;,,,,, i_,-':tree ..�+ -' ♦ram♦•••►,•s•i;♦a�tilra•.4Aasl1#1 ••fir♦•it raa♦♦ate•..f_�r asr_a.A.♦ is - • ..-:r'-'F --- - -----' d----- 4M.._-_-.__._... E'3 `r 1, r E.. •,`• ,,..:�..�..dr;<.u: i ''"'F 1'',`:1^'r`"}'-1 r �.r i`�+_r,Y.. - F..._.-.-:_ ,• ' :'#♦♦•11.♦ .,•♦r•a� _�••♦►40•fa' 'ram♦►r'♦-a .+++i"y Granul4r bockth!motarkJ!placed In c,M,�a„ocirm ---___ 4 "r. .",1'h c,-. I r 3 ri;5�'z ;,�. :1 xr..,.,,.a,..yrn:.... 3_ !f _- _ .. ,_,1_ Y ._._...___..,_� r. ! ' 1111/ •••f♦ •♦•aa • •##fi is rr♦ x+..: f f ,ti � .vRllr.l. C A-,1 •♦•►• ;•••a♦: :♦##►♦ �a rr•a; 15t7 rem loose layers and compacted ;y,, zS �- - a- � ri l F sri Z r J E •♦•♦♦ ♦•a♦ •.♦f♦ .#r♦ Y ompac ,. '�: ,. ., ,�. :nu..c,.a-s c c:,,.r K I.: I .. I .,:,r�' «a•.,...ywtear R .�;-<� •!-!L ry;;, ,seat.tole:sr. ?�ii!•ia♦ �1•a#ai#+ iai♦ail♦ ' Y►a•♦- fo '95/ relative cnd'lritlWm dartsity. S '.l,�'.. ; s1. . n 4 i 'lilt •1••a •ii•r ♦ai•#•♦i "I. ; t......_.., _ -. I .,i -R -s, 4. �. dC.. -raeo ---- .. SECT ...+a+¢iI'rrN';wNs. wtsA-ms tlx: -t ��'',` ~rrM,:e.ia�95t,Rsara-5snnf>r .vrw••♦a •a. ••.• car ° `,i` f ";L TTrs W a..,?Frr. :"a-:�r r••f •a♦ t42 •RPse wa. iii♦ ♦•♦ R41 ,+r r,n art€nw ," il.t ,1 . . Y_' �' °- i ( : : .i i' Owes R C.a.:' .4.1.1r..St,Sw,.t I.rnr...,eneit.ct,',., i♦♦ •i+• f .•i ►a.♦ F-tS1 IIe min. ,, ; 1 t ,1 , f l' t f . e i f . .,al L1GENA'Pipe •a a•. .'ai A1. Pipe i a a... ...Is a,* 1 I-1=y 1 G _ y'" y:, ..:» or he. I.,!n..te,,.c..f: ;vxp ;r.caes _as-':rr:,*,•.�,.w.v.,r•. Caei,ot lion - �.�. ..,.. .. - - ' eallsornon f... ry i: 11 / "yT-i �r-- -"� 1 t 1 r i :w r ,. rro ,<re.w r . C_ . +r e,t rs'eA c.eo us,s li.ri. .:...., .. „-.. I - r. _ 7-- i L '4' .,sa.Sw,w :71 �! fsrr^ur[. r, ran. { Lana ---� ". • �_ r• 1.? ! T r I i i r T r ,.k,q t Ivor 4,rm.'" ,i r.5- E- r w elm+r ecr.0 , dimensions r _ - -- s.:n t,e, r, , ., t• Ali sio s are In no w +.:-' ;; .: I, I ' ,� ( yq-- p ., ... dij r •I..�.. ,1..+ +.a Elate'C'bedding Class'C'rNdaetf 8 ' -- -`tom- - '-' _ "?"t+__. _ ..1.. a F''a a.. t g J. I .. ,� _: ,.'.,n a a,r.tr; ,: .-rwT t :._ wry,r s nr,,:;s ne'es - 1" \ 1 ! " r..r<• I o:, I ! I 'I��r DETAIL ' $" ©ETAILQ -1 ,c, I I L-` €_ ' -'1' { N-'-. crGoy�t,a-yard t .� __.__ _MOTE:u rwf.rlel ar.a..a„eye rre er N ocaerems.alrn ' �� i r r, r , , rn^ .... p, , � ..++� i_F P Ar Tl r - f a -_ia,..,, ._ 11�"]' t i -._.. .M t .,4a'mgrOr 4Qe C Fp Plp@ AfCt, /n.arrrm lta. + ,0 t .,. .-._.- I._ ..• € - 1 �F �tl -:I F 3 ,r c,.,II •a't."..3...4.0.•. I,;,,:.,-.. ..,y. ( I ,•' it .. ., }: ♦ - t R SS>b__ ®' is el. I F ,fi a • G.err.frwgra Teec w Iary i u y !! I n rc»...ma!o t h': f.. - - ter.,yrer Cen.rr,ctbn . ._ t;i...L,.,i4.,.,..�1..,.. _ ' - 1 .,.sl.�n I r. I^. ht i •-- -,--'I. '�:�,:. • -i f'S l y. 'a+r, 4 I.s, ,I...c.�.ai••an'e�r'-a,:,..a,t-.. GilmeOI Notes z. r \`.;\'4 r *.: t .'` .r'r -_ Y,., .r.: ,.-.. I,.. I,. } _..�.3,4;.t_._ 0r_,,_ I - f Tx T. T .r, nla*xa,t:,r, xuen OREGON ,.r ..� �..y)' ,il'.• x - --__-_. - - - _ 1 ,-:.. '1 4. t ,d• at `•urfoced areas thepipe t i n n i _ -''r"t ,,. ;',:er:. .y.... '--41 .-#r:,.y .,1 I AN B 1 , ! r '� x n ,rRt,,�clhl auk S P P cOeIpoc 0 zone s Tw. -•.,w >.. r., ..,,, ,r .: I I �a. F( _. _ Ir�"r'1 ^r�" •,, ,x T Y . 1, Construct f°undo/ran sS t for ploafslnFPARTAtENT Of TRAhSPOR1Ai10/s I ,"�'�-+T "'•a•-''y''-•t .?+3--� ---- - y.g ,4,at tw.- r . ! e'1'�; '^ .t,,:ur .. r: in poor sell condltiOna or when SVeGified. 300 mm etln,num above top of pipe. (Surfaced areas include ,9h . r r .i,_f.,pe,TTT,,,y, r ��_ - i cr t. _r T rear r4 t, I ST ANOARD - 1G�!�.r.c;ra-raa,rY9n rrr, l I I- r_-_. 1- `r a 1 w r ,1Js3F%•_^. Sidewalks. Paved areas. aggregate roodwoys or shoulders. a,a#, �• i pip OMpaclion zone outside surfaced areas, PiPEBACKFIL BACKFILL/COMPACTION " ''°'` 2. See bridge drawings etC.l. A44va pipe o _; A,9t.asrra,.i 1 r �h r, J 1� .,,a °"V r►qs for pipes with dialgit@rs }� greater then 1g0D mm, ?loco motor as Shown In the plane Or use not i ve Soil, ` t I ! ' V MULTIPLE INSTALLATIONS _ I !111ttHDLE't'rlTii INLET ' T Q Ti T :� ,r; .:.,. /r ',' i s,rn„s „ ! IhF3111{OI:E if suitoblo- Above pipe compaction zone in areas 4o be t-a6T c S'EC f1u Cr -2 Se 1 w B.-4-'• ,7 SIDE >-•:•<'.sr t - --= ' 3. Construct the beddingdepth from the widest Iprtdsaaped, Place tacit suitable fo root systems of JANUAttY I% ✓.,;.rs aaurx e«et r..3 xrrr: :,a.Je.YbPY;/D1t F outside d f miens I on of the p I pe of any given plant rioter:a I s, rEn t er►ebrca FL.J7N •0' r•,,,.I,':t s o,MS mrt,.".., - `,'f.rr; - ......,-..?, •.,. �,•.hs s., r =tr. -,InN,�r,Rv €59 Saint Wong the Pipe. CI .._ s 7 Tt to - _ a, +e,ta _ c.. :'ra ,'r1 - N:.:i Jt!i 1.n{. 11+rM^0"ri rgxr. S _ 'S!.e t e. n r ec ,rl.,r F' brtEi'Iri rr^rEy .h,1 41t r nA.:,,'S.i ', . nlYl 4 e 4 T.4rIrIR E", I"," .'j,y Ir { ve.4 ls' - - V„JYtl Lr ,r r,R ytv, -f]M✓.,r.dN f N:a .„54., d S+LtT -. URQ,N0.RD3P>O F i =cx,Tc cace rn s s ,r'ar:,, ,A Vic' ^ T F^,i,- - .. . r,t'•aF, a axa; CC: 1k* al , _-. - I O?i-NEC.FiC13 3 ,I,...e r.a..'a .... r, -- 1 n f12' INO ri;:"17' TYPES- -'it G-2. ')-2M YP C �[. (s'- " STANDARD MANHOLE COVER & FRAME f STEPS PSw.si.e.,.termrer,tgee., CAST-IN-PLACE MANHOLE B 1rrMA1aln.w 1( le, Ara s'r ...it, L e!P'1.*AIM k MOW Arby Ad _` SIN ttirr,t wdN.e Pr•erata lrat Wit1.141• _ till) moms of.w r + ,rl - - ng r a'Soya f a!E Porn rn a v7b s.we r?a arf klAl Z• re ea.Mosr enrnata tbftm s lte.a tear el a1 `__ N.na t arts Ohl a TYPE B• $ r�l�l� r- � -.___..-_.- _ ,~ .Y.'�,-- i- _ FRAME `P T'E:^7YCe I . GRATE-TYPE ?. ,.r.. n. - _ !T4 trsarr.rs..wnwl.n lY E A r!.:are►t1111lnssmmDRAINAGE �t ('� CURBS b ,r..@t•�r f.. 1- l r4• t Af O,h H PbA•f-V s4r rA d maw, 1+Ya.ss fl+AK:s 1� # m osa irr mil'�tS'�. A I!Y A V 1„LJ R O J CURBS p .,_-....� �G. : .. -,N _ ! rep of mar ''`\�;r• w1�' A d' P A .>.r 4tJ U J r "`_. _ 134.Ei PYfR I ,a ,, j v _ ",- -r�e.s'..oar,r www.7061 7`kP Ea.4/+.eIX f /•>f �1F•• ♦ t! =IG bare , tart!tlr 14' c I �: r i I > Fraen 6 r I rrR roe tSe6snre3 tttl r•fit)sa - - - A A • 'f • I H i R mit'+i:43. iyT.7)r' Mtkt i!,�1.,._._ 't f _ 1 :r:.cc.t ►:h, gam, ., tx. .1 1 _ d4r ra a.a• s.a Corot ., wi:� a r� f {� tn.'. 1•rrr:re:" 15 g 0 140 Vari le ,F • p r J[O .9.,.�.__-.- --1 Pk'ntur rafors,. i W -\; /r �. t S {. , • J4 '7.t' µ rr S,°o,Mx u..er Src1i S u aP ,5Q` ».;.,.! '1:SrIP'ea+KelrAr ll: ...,-y i L era Tte,a Ii.+J -J f,r .i,le{ + �t. it•:sf►p14.:.1►1 oI- SIOpe ®% normal. i 1- 4. _ 1 , _- - -r: -'1 k .I i`-_zr P J. - I l "c= l Ct..twL r7:Ir M t�7:147,,,,,, M Ae �' A e � �,�lEp:mm o•r- I 6ID mm norm,1 Uae 52 slope for tatter 1:•e A -cfb Co eS� _.,rI. ---�--': - ,Y'G.trPl P°LdfrW".�T,1.,!1-J, -,I:,u1i�l r' is Raxsa.a.r ., T" ti1►i1'. ' 11tUse whin Moth'K li volt then •y .-.'.li Ili dsV flatter It6 width greeter thou -+, 40„ . $ 30D elm Shoulder widertin0 or SD Sun R. 610 mm, vdr slope oa , { i a n: n n 5,xnvn for wornda r p... •p f.frra.M.t b9ar fa o opiP. Si.SX ,:i'AIL:h Si or rf,cut pWPr:r--y : Fr-ow refer I 1 lFl $�E - 4,r D ti.' L,� kiLthS.Aill a v to face of P TS,me R,S9 Sae,nderred:mb'f!t r Pi +Wy, ,, ��';; 1 .y. Lo y 4C I sot-.-I �� _}., , retluired for drain ., ,n i^12,aA a"a'nrryditArrta rx,z.. S ps..-praire>}afrtd,.'cr �,Ai L i----Y^---�-t trw>:"_�_ f '. ^ar1 [ iiiiiiiiillii e;. PLAN , fe '� rTl! t r e r.•r*la.aa esor 8tm..ltrhe.r ra,W -L a 9uord raB oat �,, a - I Yal►a14...f.rrrr • 04 TYPE •'r,r,tJPLAN o TT.ia+,a'PAM.en3'!:x+eAre !'rw,Y,.r:firEn.,e{rakr.h..,.. ,m yarA fib.§..lr�rr•.,.,Ilse!-• e.4erlw. cTr1'S.in r,wl,r li 1 i �1 ---`rI -f eo 0M Y Vo] .{a MOUNrAfx.E [slR�lPLkt# s] _ as/mn ar►A-A t s , t tt _ �a /s! Si 1 elfr cw,.lrrd.of..er..un n t7-- �-„ n I +<n rrlaa.A ..e.r.rr.. E 3 aI50 .'•,.1f+NY,rr*V.'1elr d rr♦yrx-- irnie.!'E A _ - _,- -._ d �-• ; `',,,., '-1� 4 'B- - ,i I 'p �"' m.e rvaen►.a».,r 4 n R. .ww,e.- A,aria,ow.a.ti«r..A.�i,+ �Q • !I•. , - f , p]r 11II 'T g t !" IF VA.u.t.►Irmo y..r wu,re i• ➢ wArr.r.,r0+ � L..y' f tkr,ryy,r.'/. r � , .. .. ! � fl ! �ti:Il � .. _L worm t wr•SOW. a le n 4fe k�^^^ 17 tE 4 � M FFFltY Me'r'§'• .. ii ..•"II + 1 i wr.a F ro„e-p.r.emnc-Warr. wart,ep.«^a trr+.e.nrrt a B _ ix w o 35 mm ft, T5 •- .•S'h"�`a"'.a_`A,. - 139Yt3!1., E .. I.+ f$ r wait re.!.w tow*. AN� - �e 760 " r " - - .,▪- - _ € b ! .'+- i-t7 i�l T rro.�,..,.•1 a wa well/rood nor - Fleash ourfacl ;.: t` •y _ ._ ° f' V rails tw I` ! ,:�, : ,112I11111111 t; I^• PLAN PL ne- a.-•. I. "_. ' , `` v, , rFe..,rlh+r.trpe u Carr r.r.rrr. r i P.C.concrete curb `-1 _,:..: ! .. d 1 „ tf�f F. '�__ { ~- ;. g tA+N, TtYYMe a 1n liF ; '___ ! lif�`111111_S ,e,.,ae.,,rJ _ - T ro sEeirDN A=A ►.r,.p t TYPE ..A., 1 ,p- SVC ra,w a star P..,rr i, r N.Sei1-a LrA -° .;.� q sel • 50 MID min, 1�2tH _ p Rear 1'' :1 t' ,_ ,w _ see•. r # a r t Fi70NT SIDE _ _ Narnolrock elope ,r] -'1 I•.I ersyaowr„Is,- JSJ `; c $ ! -I fit ee., .. 4 ! MANHOLE GRATE 4 - roe sry t ,. , a, •5.;tYaE. ! 1 -fl Afro � . '' iI ,'r XO a S+►ill+ i i t ' a4..i I•..i ' s;5 FOR USE GTANOAR0 •s na•, sc7_►k_ ICJ .1 . •r 33�ono i ,' - 1 R4FppY•#..' '. Vow ax'.e :'-;:--- _ t --r_ C b L 11SS.�4 Me Mp4 4 r#,p;.r,,,ne trrs j:,� .,, h; Fwus'.+,ah rr.U.ear MANHOLE FRAME - .� 25 rm1 R, „ 5 ,_ 4M) .1-t4 i -I rost:on ole7 ) - ±r.'� - yq.~" xfo,s afr.Fe+ _ J 6 :-,.� Moor. T Aw a.\i-1 sl,h r - - Ixst rill srnry rtL•d , !p 8 ,•_. i.. naa �( t „ar Ir. ,i'.. -.v ,ems 1 1 s..e.e1sa moor : SECTION -. R 3 Sort. s•.. 75 mm 1T5 ` ,vreO =,ram egfoaYN sum.►our c o Pavement 75_ ',;.-0 +eD } g .� B M p! f`VI M as 1r7.P:t FaYrf- 7 "�� ,1 .. 7►MAbetr7l ti.- P I IhlbC P1krC i �� . If Y•r »w .Tel' no.a axt ref Alrtk [ ref.f.►.. 1 d P.C. CONCRETE ♦ The 50 mm min.curb depth below -.° T YPE "Ent CCS �'`i " T '�fr?. A r< f " Arterler3rnnJ -!j,_l,�•„'-; At CTYtt't y r 1 Tr I ALm n I rri.s tt L. _� PRst.5! f,:..8 , ,.: ,.:..:;;I. Y", '.°c..-.I dti.'v :r-,.-. -dT t. I'.�w,.f n"yr!*7*-,.ratan,+,- 'r---. "�" �a�'��••� • t finish r3ro eshe'kaonly n 35 eon R. t� _ 1prude r d wnen r -- �' T', .- 7 v } Sh! .�...,, ,., } -.'�.," d r.'aIn•roves'.roam. 'T�T 1- , - a "��A. srw+tern., •i e?1C ae-..�,1 ' et. [ t _ ''.�.� y� {_ -1 _ rw..r+ro mot{ , A--11-5 I ecrt,rxwr rNan•s Imo" a `-' .1.n,wr f,r..wl.a., Q the curb Is Plecad k, op•n•p,-nded ,, I '�206 mm Norm..YarY n MOUNTABLE CURE! ),, ,- 7'1'r-.-a-rrr l4A i';,"'-_•.«S,.'4"^ --_`3 °. A4 ai JdG '�V' °S'^"'"SP G t' 1.X'P ' Tk, 4 i_ JA. I �r#�T _I F '_p let le,:oleh.Ya .b ,= Hal r,,,.x,a irs�i wore)IN,r,w ._hi.: Y j• Port•.1 Noes r® A.C.Povemon! Iepr'F"Mixl �r•-JOv-M ar snadi Dn pions , '� _ G-s'.Y.G-2itAG° I- IA be ! - - d � M - .ra'++a en trews, T ! , '" ...qqq Q a"•'- +� a OS directed. f i CONCRETE SLOPE PROTECTOR8 $ 1 a r.'° 30p mm ShOuidfr ridenln ar TeS• Cam^,{ Y--f vz-_ r l f s'w 3 aSECT 7N B g --6dr- vm- -isd- -„14 -rs--IAd- �I� PLAN SECTION 4 A SECTION B'Q r �>� �u LV •va�v to fact of quote raePo�rt TYPE „B„ �y SEA.TIT.; A-,{A1 SEr TION B�-9 S_C :ON C-r S£r T£.' 0-0 TYPE 0 eon[, 4 BASIN FOR INLETS 1,S 'rite,.. pT A FA r.tnf.rtmo ate motor n ?sr•.'1...'LdIsn+t+a+f% f krkerki- I r SA I A Ma.wtorai,e.,�ier.•srM.nrrrt I`•ee 55D t.•/•/) (5; MOUNTABLE CURB feee pal --1 Ao re I--- --�•1 Ae b r50 GENERAL NOl[Ss aONO:,rt rra-�)� .f V put eel eft it I J or as el e,.nr.Ix, I ale •3 b e+ b t+",`1. `' - N ';., eA s&.1eettle,. a"'I{-TS �;•"+ `'T I } s _ 1 :, uem.See.•to bo av ma _ SECNOlf A-A SECTION B-11 finish Surtacirv0 ASPhdt concrete curb iso rTS 5 I own onoplOnn or asldirreect drool.Vary of 1 se O 11.115 11111 �•rw. T a i:_ - ate% «�,, ,�a,.. l.4ETAL PIPE SL©I E PROTECTOR { r -j 1 ""f r r5 r3 $ f ti £S.zd [ . &#: .�- _ aSa 1larmof rock sroPo 2D ism R. 44 13yI i �. - i swots,r tr.esl toner-potion arra 60 m maximum or o! oil :;t )t ..y,$. Cr,, _ f lrh-1'^ YE ,,:: ' `T I'j.�- .4. ,"�-_�y --- 4 9 MANHOLE ADJUSTMENT RINGS a 50 men min, 1ROo s $or • , „ f ,ant points or t f expansion, I � Al . _.. t.\r \ .` � i } -- .� 4t Sur- a Doe Joint xl orgertC yO tor sups roor,, m • \ 2 i L I .r r $ a?, T�t7 asEv L _ 35 en R }- sR for � 5 .e aoa T 1 r R rs9 r ox r5 n.IxfAEtrtNrst or I Mr I 'T ^ 1 T n .:.: ,.�,,,.-}. < . ,, _ '1 GENERAL No113t curbs oT o[tleren7 a osures••E••,I..fs--' 40 1 A ASabo ado- c 0 3 TrmsslMnsanonbe usedk,car,necr- Ir��i,r._...r,CJ_----13P' yi3,?a.-- -,trot.- 4 I-Y._L. ' ° - TOA'a' A.e,4 e°'�.....•))3F : + 1 L. -- _ _ 1 Y f i-AA 410.,i 'rP[If_ _ h Y - t-; _� 2 _ I. for Precast]ignrlp90 lea Ora Ra•1�17 r. SECTION IOPf - g • is ill► told verriea co-monition Or those y 76 F v �.:�'.r Curb surfaces toying a slope bf 1:t Or ---r:to - p- -I Gt " r, , _ gyp_ L 1 1 - u e" "� I .: 7,ladder.fin nolo-hod safety roll and tommus C' E C etefper.l IEramure desirable trotreitfbn stLx � .s_to-------if •• -Ifs'•'-^•-t9f^••••-1,iSi, PLAN •!err,a,. froa,. A A a.iansron is rood.for mnVn'eA u3tn oeorno at ASPHALT CONCRETE RGTG 2 2 I D length sndf ae b m far each 73 ere SECTION E^1 SECTION $ 9 - .I3 i rl+ '"; CURB OPctil°!C t.- -p,o y I.--_,-.9aS no mAr A�., Wei cpy.r. s n a greater. aitference m f e 11) P3R i !�ETk'L AI r}y 1x`BAP# CURB INLET cu.,.:.. o°EA;3' S£C"i3h r.E n oo ,Sae er.torr.m.ra ar. ,-+t'r,y /,1.. O�gAi I,I TYPE G-2M,A -tc0d,if„!.t'F-F °',. r.lww..,.,was.�„PereT,v,n,or TYPE TYPE '•F•` f, rood lops 0ft]FICurbsstsatlalapaTaroraIha ^ j �-. _ ""'-' _. r_ 8,' "Y Or ►i@' 6! r •, - ei-Nett T: .}.•--- •13!svx.NA w.,.a..r rl,o Ga.,.era,rr,sleet r,7r non Rrar. „xn. Rrr,,, shown Y 2 n[uma uHpss OrharriM 4• MOUNT ABLE CURE '' - $�r tea r.etp�e +Tf pars �" Jim, - r s- # r.a•Ord!are Pl AN s1,o.rt air OS direct ed, �y.,• .L),. S. Dimen.lons rloend,very to Conform with r1''' MM curb reochine approved by Not•n1Klew, is a ...,: ° f y tTel aZa-,Au A>-S T } Ii i s!}[ Y .1oto,ar`un e,w., } Mr•I JRr f •_srJ!p Ft•'Y'«ors tp a CYa,S A.,t"7 sw/mp+d+acyt..2 a • i! r$ hv 'Y' ,.., •n er nw. H..,,I,a Geer.na..l or ear r•r 11Ls rl at.bps.. �.,1 3- Arps•a M pass M es ctaa et maritime rowel., ,s, ttt '!r �1�, Sk r s----I I • All dimensions are in mm ; to i r - f !ra Mawr ab.n 0,-,,,,,,,Aew.o.ta. 7 ti �n '`•' s•wm N.m Sul«a... tar t.sr....,.1e a rrw 1.br -- a A { e Ar.ti!7sans'in AarA In rrtM 1,.,,, 'fir OW, a6r,,.nr rar,cwr.nl fJ-� unless otherwise Holed. This portion to be rAmpred {3 OM EYpaessifx, taint toter 0 m+witotowi Remo.A.w..4- MA:4.0as Y,rta& - : 'r,I. L°" 1- c •+�. .-, i 1-Y/' e.ee�l [ ul§18s5 dour...,[au#roiU ° y Y vr,r Nruerv.cent-DOD r l IS eJmetst upon etc-tension of curb, vo-ioble �� Top of curb • {48 d menSl4ns are In milt Fr4- Pli.14 pow v..6t+*4•,ofirof - Ip It t t Eferttwaa - asw 11,Ip,. T T C see! �'L,?,,,eor.for..a _ I 41,5 en Ilfn,p w 9 .>r .r..r.rAR.,d.ra,+rrr+p and e..rn ec.ws.Rn.tw,ihr�tr tt3,£>'.ar,ar os.a°eie,-,. C., i ;. I FJrm.ef,'aY,_ j `milt-,riro.eid EDO.Keehlors'b 11 fo.il04400,41.rorr.•; .utte.aemr NOTE:I ±.c7wF ; Y+°]rr fbx:R:kC'►' Say 9f►deE+'L�fS � I ,,,.,r.a,�uef.,r r„ ..sr ,•tea •an:rr:p., w+w w.r a trw4. aw+'ee cw,ww..,p,o. unless otherwise Rated, is re owre SECTON A-A Ins NNIo slme.t st Dueler tine'-- ye.%trot:bra 1psNrc.,4.,. Ovn•'Y JointHr+� rt ' ro-r-, ; " ier,Hfdra'•�,.w. pFD,�,, �a '_ a-- - �,awN r. -,`F pn a•*'I`�; bom ^i}�7;•' • i,/ 'a'`1+7rt1 ` . tar wrest`w°wtrcrto+r SEC TIDH A A $ +ra..r eam,r s rru. saw,.owl lot v eF.a aYSI.aln _._ / w f _- _ ._-_ ,r _ ".A • r6 Ao .`;f �1' '`ram .•s ylrll t tEf,Y rrj 'sue loomot - S+n Soso- Y'Oroore NDIE,+u.rwrl+one oar. +•• - M!. iIa ,- J/ OGONJ .n•arrrlr ttw..r aeem.,.,.ss yw,r,e.rlee. _ •, •• z �. yy; :4.54 -_- _..aas aAa.ax+r50,r E°Ga,F1rNT Us vaaSc €'zr:^< JJJJJJ :. aa►tx.1..rr St7[ mO0. Surface at iw.tom.we essar,ren.s a v st c , r !, Fa, AAhIorra a Wade tax stI }ii A„n,¢ j '� Ir 0.S rs20DLPAfrTufNT Oi iRANSPOR7Aief)N Pgysment .. All savor 17 `TA axa+ h 4'f :.r.. .� r ,.^�. I--`,+�a•b" M�.,':. ,».a alewriv� PLdtJ F'4'" C'fl'i'TA:`IfiC - ri iS STANOARO o �4 OEPAATiAENT OfE 7�RANSPORTAIKIH _;,�: ,! .. Y, TABLE A I �j F"-�600-'""" Bottom bi carb $ I_141 re•.,1,-^b--mini -. ==_.• sJ,e. m:e�a+ ll �., 5 , I. r ..'S r:.c,t +qP�« #N'LET 1 e,r.,m1 $ 1 l ;'' y` 1llANHOLES srAN¢AEv .ram-`bar, 4ta.t�ee r.a eJ t. . )�' '''. ; .iAtaltAFEr. a5 aPE ta♦l 1p! rt av_ 7e6 I•.;.•�. f 1•i I r.e! ui WA 10 }_ i rrr tier,.- F�.,�.ra�et Awe CURB ENDING DETAIL 3 rs,t• tR- aptSrr O t A 11l.Y t tr Ifs aAe See :VAN N46 11 rt;,t>;rafg tomedne ! 7ri ! CURBS ! ,.,▪ ', wpm t/rr '.1. ] ,� G eEs^een.met Aflrs gas:,u!aat g?rar:o hcal-a,-oak _i"t. .. 1s K"r „14..,4.4.'� ': n !7! oAo"3f 'SEC TIDH A-A pA , T eMnawle pF-•i JANUARY MI6 e.:: I 14.C-G 3R+ y, 1 44 a r0A see ametetwf MOW And o'wed ar d.l n•r^d ,�..�j f•R Atm; w or -1 C��iECO 4F1i[ t sr.rra%e3 F7rrCfp n i.D O,!! ]1 -a�; E�`F 4TN: H r,,-. 0I10,NU F5LD1-' I 4-it Ia rAOD RPM t MONOLITHIC CURB EI SIDEWALK 6a! �r'e"Title SECTION J•S �{d•d s)isV,fi Moth r 4hd �'° toe rtae a CR11£� wr[o nM-u,Rr.arG errs s.rw+� M mfweeto0 __ t,R 315 OM - 2T r ORCi-NO.F11332♦ 7e tc,fie 7r - sr. h.i,rte 101114 CI z 0 Vf g 0 Q CU w d i V i.Cl LO t- CAROO1 z LO c_ 11rram�// ii^^''11 d Q 1i,r�V1 R L_ U 6t S rn U g T7 Q, 05 CU I In q I Q (--) § DRAiMNG REF: 0000 U m 1 z 0 C� jC5.2 iQd,