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12000 SW 66TH AVENUE-1 S s SITE GRADING AND U TILITIES PLAN 1 11 - 4V GENERAL NOTESgo. .7•YiRr�`II —� tF� �s,J�� I t r.s , SHEET INDEX J t -. :Yr •r } =x.ee-- -- :Pl -- 1 . BENCHMARK: VERTICAL DATUM FROM OREGON :_"1. . Jn� , . � ��'� � "�"' # '��"'��.�.=� :� �'�; -- 1 SITE GRADING AND DRAINAGE PLAN lt"o{1T�� „%Tw'.-•r, r � i •� � ti e� I _Tlw fin! 1-' ! er�1��( '^cM�t�e _J:i�,; •�, DEPARTMENT OF TRAI ASPORTATION BRASS CAP �:-�` w -, In 4 MONUMENT SITUATED ON THE SOUTHWEST CORNER — ��;f=wSS-N��::a� r. ;-� si I�,:\� : �, - � � l-.�.r. >��` r: � SITE UTILITIES PIAN OF THE 72ND AVENUE AND HIGHWAY 217 OVERPASS IT°�� ' -N,1IT '�' �'t PgoJECT wr�_ � - 1 - EROSION CONTROL PLAN STAMPED Y614 1968 . BM ELEVATION 255- 40 . `H�* .� j°=. �#=1 �M� fs � ' � . ��-I.1— 3 ( \' � � cr kl :.,�e�'uoitnM�b3[ .��' �. 3 r,� ��.�:--� � �;,, ;,��_ c'F �� t,,�.,�,�.�� . �_ •...9_ .,.:_: �� _ ��.4 : CIVIL_ DETAILS 2. ALL CONSTRUCTION WITHIN PUBLIC RIGHT—OF—WAY �� _ -- ; � - � ` �t � ,� fJY1 � I Z � ,►.., r�' ' y. EASEMENTS ,,w toff ,� o . _ r � - Aa 8c �ASEMENTS TO BE IN ACCORDANCE WITH THE CITY �-� S OF TIGARD STANDARD CONSTRUCTION SPECIFICATIONS =N31- `=�` : :`, �ra— ` 't»` < < ,�" 5 CIVIL DETAILS ' �,�^"Lt,l„�.,�.r �r�,�,v I 1 .�\ w��s,.rr'`I� c��.c--��1 >T � u•+7�5q ANC) DRAWINGS AND APWA STANDARD SPECIFICATIONS. y � , /`' � r�. - ; :W , ,� 3 . ALL ON --SITE UTILITIES SHALL MEET OREGON PLUMBING' SCALE: 1" = 1 /'2 MILE CODE SPECIFICATIONS, LATEST EDITION . Vicinitymap PREPARED FOR RE-- ISSUED MAY 31 , 1991 ARCHIS100ECTS ASSOCIATIVE 8515—B N.E. HAZEL DELL AVENUE VANCOUVER, WA 98665--8016 PREPARED BY DAVID J . NEWTON ASSOCIATES I IBJ C 0 R P 0 R A T E D CIVIL & GEOLOGICAL ENGINEERING 1201 S.W. 12TH AVE., SUITE 400 PORTLAND, ORE. 97205 * 228--7718 * FAX 22.8-7781 BRANCH 767 WILLAMETTE ST., SUITE 306 EUGENE, ORE. 97401 * 344-0955 * FAX 344-1827 318 102 — L142—COV 5U1 66TH OVfwHUE a* 1. `F 1.7 �..�-.,....,...w.e11MAN+� .w..- M1._; �"Y'�.. nnv�.��.in�•...s�_,}"` r.:t .:H'"l' r '+�'_�+•!4".' '..�i"� '�_!',.'f'iiG;.'. _ 1 I I I F`!!`I I _.__.- I1+�MA�!�MIM�'A'lA�l� ,'4111IUM!>'r:n•nr+sn I I I 1 1 1 1 1 1 1 1 1 7T T1 I I I I I I I 1 1 I 1 1 1 1 1 1 I APRIL 2�3 I 4 I I1� THIS DOCUMENT Is Ll�ss -rlrLil � � � � i � � I � � � � I � � i � I� � � �I � r r �� r ,,-i-r r r�r r r rlr t i tlt r r tit il � �� I � � � � � � � i � � � � � � I � i � i , il ! ( I I I I I I I I l l l i �9 � err l- 1 2 3 I 4 5 1 6 7 $I _ 9 ___ 0 11 12� Y { LEGIBLE 'CHA'�V '1'H I NOTATION, _� ------�_— --- -L—_ --'-- �.-- —1 d�� I'C IS DUF TO THE QUALITY OF No.9e THE ORIGINAL DOCUMI,NT. — --- - III£IIII ilii Zilli IISITI TIIIIIIIILI ZIIIIIIIII Il�llllilllll IIII illlllIlllllll��lll��llll�lllilllllllllllI lllilll-ll-III •Iil III-I I-II IIII I I_IIT�I.I.I.-I�III IIII 1 II!.IIt Illllllll�ltll —i ll—�l�u8l.�il-ll-lllllgall-lu-u-ll-�L—aI 1111�181i-I—11II1uii9111ui.III�ItI'III—Il11LT1E1-11- ZIIIIIII IIlTlloldld"[8Z 81 4,111— T ll�ll9 �l li i �1U R J._STORMO 6/391 DESIGNED DATE L E Gr E N ® =- -_--- - e. SAGATo_Z'3r�9I DRAWN DATE ® PROPOSED CURB INLET O EXISTING STORM MANHOLE E. CRANE -___ 0 3 91 ® PROF-05-ED STORM MANHOLE CHECKED DATE ■ EXISTING CATCH BASIN ■ PROPOSED CATCH BASIN REVISIONS S.W. 66th AVENUE G 281.50 PROPOSED GUTTER ELEVATION (TOP OF PAVEMENT) TC 281.50_ PROPOSED TOP OF CURB ELEVATION Rt-ISSUED MAY 31, 1991 " 85281.5, PROPOSED BACK OF SIDEWALK ELEVATION TIN 281.3: PROPOSED GETTER GRADE AT TOP OF RETAINING WALL N ' ION EXISTING EPCF of,'�AVEMENTi=ceR Z,- ,r- PROPOSED RETAINING81,500 PROPOSED RIM WALL 0 j PROPOSED CONCRETE EXTRUDED CURB (SEE DETAIL) a.`4 EXIST. GAS VAL4E __.._. _ _ -- PROPOSED STANDARD CURB (SEE DETAIL) __..._._...___...-___.__ RIDGE OR VALLEY AS NOTED E7(ISr. ucHT POLE \ SAW CUT AND REMOVE E, T. A/C t,w wim r,UY WIRE EX10*3 CULVERT 40 I REMOVE CURB SHOWN THUS ao Ij ----- ___•--- -----►--- - y a R N o 01'I•t' E 2us.s!t' �y `9 IR : ' CONCRETE w 00 25' C4 I li! f 11'04" F 53.31' IR J O N x IR �.-� r HEAVY TRUCK PAVEMENT SECTION (SEE NOTE 10) XX w �o Q w x I �`` G / i �y F-cn "1 -- 100 V C .-_ ._ _� 4 i - - __..__ SeENEEiAL f14TE5 Q z n O►`� 1 1. CONTRACTOR SHALL FIL'LD VERIFY LOCATION AND DEPTH OF ALL EXISTING t'TILITIES Q a p (A a, O X I 1 �9�% 00 �� -'" - WITHIN THE PROJECT LIMITS PRIOR TO BEGINNING GRADING AND UTIIJTY w 010 `� I +Q r•� 1 1 ........... . .... CONSTRUCTION. nl N 1 I 254 ^Irl 264 i ,. ..... 2. REMOVE ALL FENCE IJNE 1N THE WAY OF ACCESS ROADS AND CON" tCTIONS TO EXISTING iZ N PERKING. Q Ln 7 II II PVI SIA = 1+25 1 -" 3. TACK COAT ALL EXISTING PAVEMENT PRIOR TO MATCHING WITH NEW PAVEMENT. ^ a a N p Q W PVI ELEV = 276.0$ X i ' ` U d 4. SEE DETAIL ON SHEET 4 FGR CURB AND PAVEMENT SECTION DETAIL R _ _� os 0 lil Lo C"i M.O. = 0.1625 I 5. CONTRACTOR TO C (TEL. ) CA 3 ti 1 I :1 - NOTIFY TTY INSPECTOR TE N0. 639-4171 24 HOURS PRIOR TO O p 0 tai __ (� ,1 281 �$ I 1 1 r.... j. ... j. ... j. .... j. ... j. .. INITIATING WORK. r �� W 3 j n 28 I ` 1`161 1 1 .1 6. ONE AS-BUILT MYLAFi Tc, 8E PROVIDED TO THE CITY BY THE DEVELOPERS ENGINEER. I ( U n o c Qu ^ IV 1 ;1 i :............... 7 R U Z vi 1 j . RELOCATION O ADJUSTMEN- OF EXISTING UTILITIES IS THE RESPONSIBILITY OF THE .� L J Z W -2.S0'!, II , K �T:- 00/. 1� - RIM: DEVELOPEI. - c O W (yl 1 1 p {L� c'•�J \ .21 8. EXCAVATION MUST COMPLY WITH ORS. 757511 TO 757.571. ca �. v CV 1 1 EXIST. C.O. EXIST. GROUND / - W K EXIST. C.0. .. .. ........1 • ' • •'. ' EXIST. CB oWHITE 4'x4" ... u h 9. TRAFFIC CONTROL TO BE PRO`ADED BY THE CONTRACTOR. O CENTERLINE = ri t RIM: 304.00 IP _ 278 f ; ; - c78 p -.w� 10, VY TR SECTION F HES C 1 N R I .. . .. .. ... .... CONSIST• N 1 j - ° HEA INCHES OF AG REGA E B,-,SE. ALL ASPHALT CONCRETE AREASSHALLCONSIST FINISHED GRADE / X 1 1 OF 3 INCHES OF ASPHALT CONCRETE OVER 8 INCHES OF AGGREGATE RASE. O TOP OF CURB a I - N I I ;I j 11. VERIFY ON SITE EXISTING GRAVEL QUANTITY AND AREAS PLACED. ............. U X "0 12. SEE ARCHITECT PLAN SHEET 2 FOR RELOCATED ANG NEW FENCES WITH GATES. CL SEE PLAN FOR CURB .............. _.............. .....- oN � RETURN INFORMATION •',•.• ,`•' 1 O ti0�� 13. SEE ARCHITECT PLAN SHEET 2 FOR DIMENSIONING OF SITE IMPROVEMENTS. \ 275 80y'` _ 275 ... .I t: ... ` ... -� ............... ... u I ... j. ;.. ;.. 1. ;.. }. .�..j "4 J TOTAL BUILDING AREA m 38,435 SQUARE FEE ................. ............ x ir�l 1 j ..EXIST. C.O. TOTAL PARKING AREA � 111,700 SQUARE FEET � Y. 04 1 i o4 CUT IN 4" PVC PIPE TO to Z�� Cv x .... .......1. 1 yc9 _9, ........... _ ............ i� IN T'i OU �. 212 ;. 272 1• •• a � •- PROVIDE DELA AGE R GH I 1 1 PLANTER (GROUNT CONNECTIONS 0+00 1 +00 2+00 .... .1 �.,,,� S.W. FRANKLIN--HALF STREET x WITH CURB) Z I b� TRUCK PARKING ��` .. ........ ............. ............. ,MPROVEMENT PROFILE I A a \- EXIST. CURBED ISLAND i x 1 PAVEMENT .1 - I SCALE: 1" = 30' HORIZONTAL 1 j SECTION ! ... ........ .............. ........._ F�cIST.ce '"� 1" = 3' VERTICAL SEE NOTE 10 Ij RIM: 287.08 x .....o0 0�, o$ r ... C 6. 00 ....... i-- ` EVST. IRRIGATION VACUUM BREAKER 30 0' 30 60 90 -��•_ RIDGE ` J°�soo ��000 2�yA EXIST. CURB 1 STA 0+00 UN ST. S.W. FRANKLIN MATCH ExIST. ;*0 4� ti r5 c --� P !/ 1 y ;y$ Et,• .. $, ��' MATCH EXIST. CURB GRADE oo jInTQ'33" 3§76` --- c 1 .- _ -__ �_ _r G ti-iR EL. 281.20 SCALE: 1 = 30' _. ... ...--..._ _...__..._-....-...-al -N-- o , i J ° \c ado bo _ eo 20�'- CONSTRUCT STD. 1 �c �9 1e" `lea • r�,�_ G _.. 1 ExsT. EXIST. c9 IN FAV /- o / �' 1 STS MH R►µ: 280.30_ 5 F7. SIDEWALK 7 64 EXIST - G 0i !`. D STS MH a y..._ _ EXIST FD .1 \8 ` 9 G _ _. 2� �_.-_.�... ... ..__- 3� Q �•-._ SEE DETAIL 5�� 600 / :?9� ° - O - - _ CONCRETE APRON .: '..._ _ --...---•..__..._ �..._e,,o 2a, AND VAULT i ' e/00 -� - - 'L G� F.L. 285.00 EXIST. FLUME, iPAVEMENRAFFIECTIO 20'�-•r o� 1 10' I FOR HALF STREET IMPROVEMENTS SEE CURB PROFILE, THIS SHEET ................ - - .•'. I ! G _ 1i p� O LOADING 16 ' .'• GS REMOVE EXISTING PAVEMENT SECTION 25 ... ego oo;- ••' - \ } 1 I� -SONG. DRIVEWAY APRON FROM EXISTING; EDGE OF PAVEMENT M ,?' SEE DETAIL TO PROPERTY LINE AND REPLACE \ WITH HEAVY TRUCK TRAFFIC PAVEMEN ll r SECTION. SEE NOTE 10. SERVICE AND PARTS BUILDING F.F. 285-00 4.:' FEATHER WITH A1C TO MATCH rl EXIST. CB EXISTING PAVEMkI IT (TYP.) e� ;+ �^^'� RI'.1: 284.40 I z ?� f ,S w �oe°ryo Q. �ysSo SIDEWALK _gip- MATCH GRADE _ x I r TRASH t LANDSCAPING °i I �� f ry tt ,Y I ABG �0. a I l 4 ti I q bb/ 6ti 0 . ............. .................................. ..............., .......... .... 1 O 1 'L ti ,La6 y0 C 1. w ►+ a.. PROP-ATY UNE �� k B -- E -- _ _A o� ."" . ,L9'L/ 1 G yj' I _ • - _' - .- _ G .I6 �,1n /F--- - -Ao 19F ti9i 1 :• RIDGE _ .. ' ...:... Y . . . .. _. .. 1 TRUCK 'TRAMC o G `'' ; _ _ _ 1 PAVE.MtNT SIECTrON _ i - ^ G L -- - _ 1 SEE 11071 10 F� ° I 1 5UFT SIDEWAL�. ................. ...................:........I......:.. ✓••••: 9 r 1,. USED CAR x c 'I• '' Er.Is'T. CH t• � I .. ... .....I. ... .... ... ... ... ... .... �. . { .r.... 1 1 ROA: 282.50 SALES BUILDING "X' I F.F. 298.00 ` 0 1 6' CONC. SLAB ON 6" OF' COMPACTED 1 01 .ry yo �`' 1 EXIST Z a5. sc (' FOR HALF-STREET IMPROVEMENTS m Ce 3/4 - 0 AGGREGATE BASE ti c RIM: 284.30 �' ' ? CURB PROFILE (� 900 o SIDEWALK 2a 1 1 SEE DETAIL ? 6 -- - G �� - -- - - - - - - - ti RAMP EXIST. ST' MH. x. H.C. RAWP 9`'J EXIST. EDGE " I TRJCK PARKIN \ Sao - - - ao o ,•' 1. c+ 1' SIDEWALK 1 f�AVEMENi �'_ _ _ _ 1748 .�6jc _ __ 4 END TA.S. +13.7 LIN 1/2 sr. -- -- _ z,c MATCH GRADE -� OF PAVEMENT 1 __ - _ _- - _ G G G _ G,� I' 2>S PC STA. 2+1,3.72 T� caNSTRu CT 8' IDEWALK TO `� a� MATCH EXIST. GRADE I SECTION_ _ ................ ........... .................................................. a r �0 EL. 274.70 V L BEGINNINv Of URB RETURN 1 x 4, i SEE NOTE 10ij c ? B IN NES STEL ET OFF RAMP I r;• SIDEWALK RooF ' \ may. I - 1 �ti; 4SS V WR UP ROOM _ _a�9ot UNE EXIST. STS MN / - G Z88 AO � • VALLEY CB F� 2b5.6 5 �/ / C -"^+- I R - 25' f EXISP;JG CURBSTUMPS: 1 T...�..._ _.,_...T..._-. . 0 1 a EM `' M �' x EXIST. CB RIM::83.30 1/3L = 274.66 R OVE BTU P ,• I zae.sG ' •� w 2/3� - 274 63 EXIST. CA ° 30 0 o ti$� kA, RIM: 274.00913 MATCH EXIST. CURB !( c�.. - oil -- J S ti$� o L. `L6 eJeO NCH N �� c AT RETURN `., �- - - -- -- -- -- - -- - -- - - - EL. 274 39 S IP00'00" w 304.17' <'9t �er,�y ga u `!T B was �- PLACE C.I.C IMONU +F BOX EXIST. B \� OVER PROPERTY CO. Im }... _ ____ •�- � , - __ ___ � RIM: 27 3.911 CONS. DRIVEWAY APRON _ IE. 270.61 �-REMOVE SEE DETAIL EXIST. CURB 8' CONCRETE SIDEWAIJ( 15.� INSTALL WHEELC.HArR RAMP CONC. DRIVEWAY AND REPLACE EXIST. APRON SEE DETAIL L`� L 30' J SEE DETAIL % CONC. DRIVEWAY SAWCUT EXIST. PAVEMENT MIN CURB CUTS WITH STANDARD INCREASE WIDTH TO 40' CURDS. SAW CUT AND REPLACE CONCRETc. bRNEWAY / APRON SEF. DETAIL 12' INSIDE EXIST. EDGE OF MAINTAIN MIN. 1' I_FARF•NC'E PAVEMENT AS REQUIRED S.W. 68th AVENUE APRON SEE DETAIL PAVEMENT FOR HALF-STREET BETWEEN SOUTH EDGE (;F' DRIVEWAY SAWCIR EXISTING CURB -� ExIST. re IMPROVEMENT. APPROACH AND EXISTING MANHOLE. FxIST. ON FOR DRIVEWAY AP CAC ►� 773.13I \ RIM: 287.,37 IE. 210 3 EXI33T. CS RIM: 278.99 SHEET N0. EXIST. ST'a MH � RIM: 281.26 � IE. 271.7 t � O SITE GRADING PIAN f 5 SCALE: 1" = 30' Pr20JECT N0. .IE-ISSUED MAY 31, 1991 318 102 318 102 - L02-C1 PI I X A)TH AVENUE OF 12 :., *' IF THIS DOCUMENT IS LESS " 111 1111111 III III III III "111 III III III III 117 1 ji 1l1 Ili(III Ili III IIIf fll TJ1 �I III III I I III Ilf III III 1111111 III IIIIIIIjII � ' IIIIIIII III III IIIIIIIII i III VIII I ' APRIL � 9 � J�� LEGIBLE THAN THIS NOTATION, 1 I 1 I I I `L I I 13 7�4 �_I 15 I I I_ I 14 hI S� I�____9L- 0 I I -�� G l Jw .,.. IT IS DUE PO THENo-36 � QUALITY Ut'' ` THE ORIGINAL DOCUMENT. - -- - - f - - - - E Z tri'l LFE111 9ZI 1bZI5Z Z [Z Qi, 8T 9[ L[ 8�i 4[T t'T E[ ZI [t [I I II ' 1 I l�llILII I I II II IIIill 1,' II11111111111111 1111111111 II 1111111 ►11111111 ►Illllll a 1.11ILII ILIIIIIIIIIIIIItLlllllll IIIIIIIII IIIIIIIII I ILII IIIIIIIIIIIII II II ILII I J. 29/01 GENMAL NQTLs DL IGNEDO - -5(/ DATE �� 106 g �� 1oe B. SAGATO 5/2/91 LOWER EXIST. 1 C'IRAWN DATE 1 CONTRACTOR SNAII Fl LU I LOCATION AND DEPTH OF ALL EXISTING UTILITIES � W APPROX. EXIST, 10• CMM GRADE WITHIN TME PROJECTUMI TOR TO BEGINNING GRAtIING AND UTILITY � {q • CL OF DIT E. CRANE 5 '29 91 CONSTRUCTION. CONTRACTOR SHALL COORDINATE ALL (!TIUT r RELOCATION WITH �I I AFFECTED UTILITY COMPANIES, t6"CSP • CHECKED DATE 2. ALL CONSTRUCTION TI 7HE RIGHT RD WAY FI EASEMENT SHAM HE H ACCORDANCES.'M. 69th ST. APPROx. EXIST. GRADE LOWER EXIST.WITH THE CITY OF TIGARD STANDARD SPECIFICATIONS, EXCEPT AS OTHERWISE '' /-xiv IE. 100.0 • CL OF DITCH �• L CUP l� ! A REVISIONS INUICATI`D OR NOTED. 104 . " '� . 9 - -- 104 = 3. EXISTING TRAFFIC SIGNS SHALL BE RELOCATED WITHIN PROPOSED SIDEWALK AS - - „ o DIRECTED BY THE CITY OF TIGARD. o ......... . .. .. .. .......... ...... ......V,-- .. . ... .......,...... EXV. te'CSP • RE-ISSUED MAY 31, 1991 4. ALL ON-SRE UTILRIES WILL BE CONSTRUCTED AS TO CUkRENT nRCi:�h PWMBINGS.NI. 66th ST. CODE STANDARDS. PROPOSED GITCN GRADE -• �-PROPOSED - IE. 1Q5.5 ._ _ ___ -_ - ----.,• .___.____ _ __..__..._r.._ -.,..__._____-.�.,,� � � DITCH GRADE S'TI� 3+40 \ r EXISTING EDGE OF PAVEMENT S=0.0031 SANITARY-_�.ER C `' - 100 :+. ALL SANITARY SEWER PIPE SHALL HE P.V.C. BELL AND SPIGOT WITH RU88ER GASKET EXISTING GUY WIRE TO BF. - S.W. 66 i''� AVENUE too $ n _ JOINTS, ASTM D 3034 SDR 35 P.V.C. PIPE. RL:OCATED (BY CTHERS) DITCH ,(LADE TO MATCH __. EXIST. IE. OF t6'CSP DISTANCE IN FEET 6. THE END OF ALL SANITARY SEWER SERVICES SHALL BE IDENTIFIED SY A 2-x4' STAKE pQ- - - - - - - - - - - - - - - - ----- - - - - - -• _ - _ •' - - _. ..EYIST. GAS JNE ANIS TELEPHONE LINT- -- ---- - -_ - - _ -- _ EXTENDED FROM THE END OF THE LATERAL TO A POINT 2 FEET ABOVE THE GROUND __--___.� AND LIBELED *SANITARY SEWER.' • -- - ,}--- -,;r CULVERT--------c -._._._._._._._._ -- _.- -_,rW_•-.--._._._._ _ ---•-.-- -- -._._ _._ ____ __ _._ - - -- -�- DITCH IMPROVEMENT PROFILE 3 7. ALL SANITARY AND STORM SEWER STUBOUTS SHALL BE PLUGGED. N 0.01'04" E 209.98' " r- C14 . I SCALE: 1 = 40' HORIZONTAL Z ,� 8. 'FOW:.ER TAP' OR SADDLE TAP CONNECTIONS SHALL BE USED FOR ALL SANITARY LANDMARK FORD SITE ---- - �� ~ -- 4' VERTICAL C N 'i LATERA: SERVICES TO SANITARY SEWER MAIN LIME. - -- I N O'G1'U4' E 53.31' N 9. PIPE BEDDING AND BACKFILL SHALL BE A" SHOWN ON SHEET 4. E � � W 1D z-4�= I 19,yr � F y I �(�] TRANSFORMER Z ►• 10. ALL WATER LINE CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS -- -- ---- IG - --------- SS --------- EXISTING SANITARY LINE �� SSmmm� PROPOSED SANITARY UNE Q - c F- SHALL BE IN ACCORDANCE WITH A.W.W.A. STANDARDS AND METZGER WATER 1 x - ....- O XIS IN NITARY MANHOLE PROPOSED SANITARY MANHOLE w + 00 1 v! �► DISTRICT STANDARDS. -- ; 0 EXISTING SANITARY CLEAN OUT •C.0. PROPOSED SANITARY CLEAN OUT Q z UJ I j ............... ..... .. ... . . 11. wATEP. MAIN PIPE SHALT_ BE DUCTILE IRON, CLASS 52, CONFORMING TO ANSI A21.51. - ----- STS-- ---- I S ��57$�� x EXISTING ICJ ORM DRAIN PROPOSED STORM DRAIN w H w 12. WATER SERVICES SHALL BE P.V.C. SCHEDULE 40 PIPE. 2:t OEPTN vARIES I I 88' LE E 5T G T I I O EXISTING STORM MANH0 RD- PROPOSED ROOF DRAIN Z d N Lj \ �1,� 3' MAXIMUM OWER 13. ALL FIRE HYDRANT ASSEMBLIES SHALL UTILIZE RETAINER GLANDS, AS PER METZGER - I EXISTING ■ EXISTING CATCH BASIN LE t 1 ® PROPOSED STORM MANHOLE > I o WATER DISTRICT SPECIFI(:ATIONS. 1 t0•CMP I x I 1 c a PROPOSED CATCH BASIN U rn • 1J1IGri._r34Si-SEGI1flM I cn I _ _.._. W_._._.- E - i i i I 14, ALL WATER PIPE SHALL MAINTAIN A MINIMUM OF 36' OF COVER AS MEASURED FROM DISTRICT) D FINISHED GRADE. f_ - - z I _--- ---- EXISTING WATER LINE ® PROPOSED CURB INLET ca J m PROPOSED(MFTZGER Wi TER D • R 0 OSED ROOF DRAIN �� O O � a n W J x �.. !.. .• ........ . .. W E, TNG AT L N Mme. 4 O 1.. ..(.. ..�.. j.. ..�.. _ i REGRADE EXIST. DITC11 AS_ 1 Y 1 ;.. 15. PIPE BEOOING AND BACKFILL SHALL BE AS SHOWN ON SHEET 4. 180'1 Z �� • •• .IST W ER I E • SHOWN ON PROFILE. ARCH ,. IGAR ,4 EtDISTRICT) PROPCS D WAT R LIN ; , r , �� ALIGNMENT SHALL REMAIN 1 I 1 1 1 . . . . . : ........... �- EXISTINGDF-IRETH`I')RAPIT SED FIRE HYDRANT •b vi x L' (� 16. UPON COMPLETION OF THE INSTALLATION OF THE WATER SYSTEM, ALL WATER ONES THE SAME. SEE ABOVE to I 1 VE OSE V w SHALL BE TESTED, FLUSHED, AND DISINFECTEi, IN CONFORMANCE WITH APWA FOR TYP• DITCH CROSS I I x EXISTING GATE VALVE PROPOSED GATE VALVE J ►= SPECIFICATIONS AND THE REQUIREMENTS OF THE ME�ZGER WATER DISTRICT. SECTION 3 I DITCH INLET I """""" C+ ........ z ST. C© ® EXISTING ® N a I WATER METER PROPOSED WATER METER Z I, ci `� C,o: Exl T, C13-t 1 1 RIM 2st.2t o EXISTING SPRINKLER VALVE A U n. m w 17. ALL WATER FITTINGS SHALL HAVE THRUST BLOCK RESTRAINT AS DETAILED ON SHEET I x Y - -•..•••••..•.. RIM: 3a4.0J 1 5. I LO�+ER I -. .. PEX.STOLE nG I I C.O. EXISTING I 1 CMP \` `' 111 EXISTING POWER PPOLE O 18. REMOVE EXISTING SERVICE LINE PAST WATER METER. INSTALL 1' PVC SERVICE UNE 1 I �� 11 --� EXISTING GUY WIRE FR']M EXISTING WATER METER TO ''WITHIN 5 FEET OF PROPOSED BUILDING. VERIFY I I x I MFTER SIZE PRIOR TO CONSTRUCTION. -------- 170'1 1 1 - - - - -G- - - - - IN GAS LINE 19. INSTALL MJ 12-xb• TAPPING SLEEVE WITH 8" FLxMJ TAPPING VALVE WITH THP'JST EXISTING 11- I I EXISTING GAS VALVE BLOCK. FIELD VERIFY DEPTH AND LOCATION OF 12' WATER LINE PRIOR TO `T--'''�-'''~" -- x w 1 CONSTRUCTION. 1 io 20. EXISTING WELL HAS BEEN ABANDONED AND CAPPED 11 I I \\ +�' 111 �7 EXISTING SIGN \ EXISTING 18' MP S.W. 69th STREET N ...... ... 11 v EXIST. C.O. IL �� x _ j ♦ p ETM:288.75in O 21. TRENCH l'RAIN SHALL BE "POLYDRAIN" 502 WITH CAST IRON INLAY SLOTTED GRATE. IQ 0 �. GRATES SHALL BE SECURELY LOCKED DOWN WITH BUILT-IN CHANNEL L:CK BOLTS. ry I I _ Y TRENCH DRAINS SHALL BE INSTALLED IN STRICT AC R C I ` 1 11 Pa MANUFACTURE'S DITCH IMPROVEMENT PLAN CO DAN,E WITH TriE I in B NE EACH CHANNEL A MINIMUM OF 4 INCHES OF CONCRETE SHALL BE PLACED SCALE: 1 /O 111 SI,ALE: NTS 1 e I i fes/ 22. QN-SITE CATCH BASINS SHALL HE LYNCH SYPHON TYPE CATCH BASINS AS SHOWN IN x I ............. ............. 1 11 DETAIL ON SHEET 4. 23. EXISTING STANDARD MANHOLE OVER EXISTING 24' CSP AT APPROXIMATELY 3 FEET I 1 t I � I FROM PROPERTY UNE. ADJUST MANHOLE RIM TO BE 3 INCHES ABOVE FINISHED 1 x I � 1 IIII EXIST. CB I I GRADE. I 1 5 1 EXIST. WYE 1 b, .. ..... .................................. 1 1 1 1 ' ,�., RIM: 283 3� � I 24. PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON SHEET 4. En, on ? I 1 EXIST. CB ___________..___------ --� I 1 I I x N i i i i i i i L RIM: 287.08 --- 11 -E)(IST. STUBOUT 25. UNLESS OTHERWISE NOTED AS STANDARD MANHOLES, ALL STORM SEWER MANHOLES i Q ►......+......•t•••••• ...............:....... ......;..... .....1 16-_-_--------------- I 1 IE. 272.02 SHALL BE SHALLOW TYPE MANHOLES. SEE DET.UL SHEET S. ( 1 I ....• - - MH-2 METER BOX XIST. SS MH I STS .�. I I I I 26. CONTRACTOR TO COORDINATE WITH PCE, GTE AND GAS COMPANY FOR SERVICE TO I I I RIM: 281.2! WITH 2" SADDLE TAP I i M: 281.20 I Jc 1 IE. IN (N 277.19 (BY MET-2-CER WATER I /1. oUT w) z7t.&7 BUILDINGS. I I ( . IN (E) 271.97 I t 1 E. IN 5 277.19 DISTRICT) 27. UNDERSLAB DRAIN PIPE SYSTEM WAS INSTALLED ACCORDING TO THE DETAIL SHOWF. I 1 :EXIST. CB-2 IE. OUT W) 276.99 IN THE FOUNDATION INVESTIGATION REPORT PREPARED BY GEOTECHNICAL �.zsr�� I RIM: 284,50 __ _ ___- ._ y_ ___;b _�_ _ EXIST. VAULT - .m 13" TAPPING TEE 1I _ 1 RESOURCE INC. EXIST, STS MH-1 1 ` 4' EXIST. FOC-,� I �•_, �. U I 1 RIM: 284 6 28. INVERTS GF ROOF DRAINS INTO SUMP TME CATCH BASINS SHALL EQUAL THE INVERT 1 ,; _ _ IE. IN (E) 280.77 -_ •_ -_ I IE. IN TSE} 290.77 1 �� p -_ -_ - - 1�1 9lJ -•--Di THRUST BLOCK OF 111E OUTLET PIPE. -_----,_-_:_s_=-L-_ - 'CB 1 I ,Q IE. OUT (S) 280.5' �1 -- ------ - ---------------------- ---- - - - ----' _. U S ` I - ABANDONED r - - - _ lo's's --------------- ------ Ir RD 11 ABANDONED IN PLACE W - .-r-.- -a ==_a yW -..-. _ .-.- � �� - - - ABANDONED 12"W - 6" ROOF DRAIN C W c � r -I I _ - ------------------ 4"PVC STS ------------------ 2. I� -+ FIRE HYDR,NNT RD RCS 1-------------------------- 4•Pvc sT5 ---------------- 1.F ' 'T_j_~ : SEE DETAIL ----- Ex1sT. FLUME I RD RD RD t - 6- I I ; SHEET 5 EXIST. CB -..,-T2'i - - - - IRRIGATION TA H -- ------------------ 4"PVC STS -------------------------------------------------- rPVC SrS --------- ----- ai I I I ' [4�1 I . 1 --------- N I f 1I 2-1/2 BRASS GATE 1 I 1 VALVE WITH VALVE BOX, I 1 1 I I I I 2" METER WITH BOX do 0 EXIST. SS MH 1 I r 88 LF 6" PVC O S=C.035 _ RIM: 300.09 ° '' I SEE NOTE 2- CK ' E. 293.49 �� I I �- , I 1 1 1/2" DBL CHECK - - - - - - - - . .. (FEBCO �5Y : ♦ PVC STS 4"PVC STS 1 '' D 1 : ----------------- ------------ ------------------------------------ + ------------------- -__ I I j EQUAL) NrSTALOLE a T.G I I I BY CONTRACTOR. �] I \ EXIST. CB-5 - I _ I I \ IRIM: 284.40 I v I I I ! I Z ONNECT TO EXIST. 8' 4' m I I v1 11 CSP WITH SADDLE TAP Q SERVICE AND PARTS BUILDING , I - j Y CONNECTION IE 270.88 N 1 -!E. 290.86 I - . I i I T I I I 3 1 FIELD TO VERIFY -------- 10' 1 -------------- 4 PVC vs I ! ; DEPTH/LOCATION) �T b I I J I RD - --- - -----RD I RAMP'. I I j i SEE NOTE 8 I i I 4 _ t i � D I III I I d. EXIST. 6" PERFORATE,,, 5Y' 1 J o I 1 ;; EXIST SS MH "x--*- 1 PLASTIC DRAIN PIPE A RIM: 295.44 l I tt / WRAPPED WITH FILTER i 1 I i I a�O, I' N I •`^!: il IE. 290.24 x IE. 287.9 1 FABRIC, SEE NOTE 28 1 I I I c l ' 1 -_ -+-- �` 1 I 1 i INSTALL 190 LF OF ........ ........................................................ _ -.......--- ^------------ --- --- --- --- --- ---- ---- - -- .�!_ 7 CL ill PROP2LY LINE ..��.�- .v� �� - - 6' - 1 RD RD I I I O SSP C14 -•!e1--+.._^ - -- .... _ I \� PPP - -r. - ------------ -- - 4'WC ;Ts -- ------------- --- - --- - --- ! RD av� i W =0.D38 -- ss - x EXIST. ss MH �� - I BEGIN DEFLECTION OF �"♦ --------- - I ' RIM: 289.65 1 :.. ... I'�.,I ... -. 't I _ I I 1 STA 1+15. --'-!" IE. 284.65 1' ` L 1 I 3' I DQrJ W NI I I I PIPE O ADJUST RIM TO , �.�\ I✓�.� : I I CB-9 EL WELL I rn I - -- EL. 292.0 �6• I - ALL DRAIN. I CB -9•_.� �, N STA 1 i 9� N \ T FOUNDATION W I rn ' I INSTALL --- ...............:......:.......:..............:...... _ pfp. _ _ I I I21M: 282:50 ALL GTR INLET 4A. �, C:o.. �. �.. '�� 2 .5'1 - - Pp I 1 z _ ► _ _ I $ I SEE DETAi! SHT 5. ... 6 PVA -- - - - - O -• n - (f USED CAR SALE BUILDING ,$$.- q--. - ,e'Pv�.s - - ----- - ------ 1.:_ �► I 3' , Sr. I - - I IE. •N E 72.18 x /� `\ 1 `2 _. _ ?!� ` " :_.- : ZL_: - 1 I 1 REMOVE EXIST. IE. IN (S� 12" STUB 7 FIELD VERIFY SANITARY LINE I EXIST. - ~`� -• -- - - -- -_ _ _ _ q OWER POLE 'I I 2.1 MH 5 2 0 _� I 1 9" I P I IE. 01;f �NW) 272.00 C.O. EXIST. CB-6� 1� RIM: 284.6 - - - I •`2, S r STS MH-3 RIM 284 7� : 3 -- - - • I i 0 IE IN E) ?80A_G \.- li �__- _-_-_ I I RIM: 278.5 I � CONST 6 OF 12" CSP : C - --- : x , - ` p s40 �� `7I- 4•PVC STS ------ -- I I j c �� IE IN NE) 28 __ /P I IE. IN E 273.8f 1 (C14, L 2) f� IE IN N) 280.9(1 t _ _ - Oar_ _. RD 6" RD RDS RD IF_. IN �N� 273.81 1 I I I I 280.9 1 --- _-- - - __ --...-.__r._ E. OUT (((SW) 273.5x, I IF IN NW) ( I 0 LF 1" EXIST. 'INSERTA TEE' ��' IF IN s 280.90 4Da F �'i - ROUE LIN Y ' 5 WATER x BY FOWLER MFGR. IE OUT �sW) 260.60 _ - - - �'� _: E j, I I 1 { I ExIST. MH-4 - ---- SERVICE LINE- I APPROX. 6' DEEP \ '• `\ --r- I E. IN 75.2 •.. ..... . .. ... 1w `� I I I IE. IN NW) 271.67 \ I I I I \ \ 1 O• I T I I I E. INSE) 271.67 ' ` ' `�� ` R OF LI y.�' ; I \ I IE. OUT (W) 271.24 : DEFLECT AROUND - 4"PVC ROOF DRAIN —// - 1 �r•---- -�---N-�-- ' TRENCH DRAIN ' \\ s : EXIST. LIGHT POUT= 1 18 LF O S=21% MIN. I I �� c1 It - SEE NOTE 2.1 I I EXIST 18" STORM CSP �- L-_ \LEXIST4 XIS). Ts M EXIST. CS I SEE NOTE 29 I x ' ; 1 '�� IE 27� RIM: 293.62 1 I .24 REMOVE 20' IE. 290.42 I• •---�---�_ t t : i I i `.'' EXIST. 8 ' CB-- -•�_._ �__._ ;_. _�._ �� _1._».. .1 i. A .�___ ; _y„-�.-� ;_ I �� W, : 283.30 ' i I I OF 18" CSP AND DE- RIMEXIST. CB-4 , I , I FLECT NEW PIPE ,NTO STS , 1 -� i'' EXIST 1 1 ' O EXIST. (Q O x EXIST. CB-7 \ RIM: 274.0 j I SEXIST. MH STUB-OUT Q i' SPRINKLER p H�`•F- EXILT. WATER METER EXIST. FAUCET I 5 t EXIST, POWER F'OLE ® TO REMAIN. SEE NOTE 18 '_l RIM: 288�0 S �� 1 x V VL BIBH 0 AND SPRINKL R VALVE J t WITH GUY WIRES -: _ t� , t $ 000'00 t'! 3ri4.1?'wimmo-"A 40 - - --- -- ----- -4•PVC / ' I T \� OCO c10 W 509.71'_- + \ EXIST. CB 1 i EXISTING CURB - -• __..____.._..._. _ __._.,_____._._.__--_. _ _-- ------ _ _ .._\r'fi .-.� ( I t t 1 1 �'f EXIST. MH-6 ...�._.._._._._._._.-._ 12-w ----- -l` 12"W -- _,_._..-.-.1._.-._._._.-._.� -._._._._.._._.- 12'W 1 i - - - -- -... ------- _ _ _.- 0.61 1 `. 12-W -- - - RIM• 283.31 1 I r.-._._.-. -. __.,._._.._ -- _ - - - - _ T- - - -- -.-._ o _._._._._._ 275 1 -._._.._._._._._._._,- - - 1Yw - - _._._ -, _ _._.. - __.-._._._--._. RIM: 273.9 t I frw I N NE 5 I , - 1 6'w --- - _ _., - -- --.--.--•- 6'W ---- --.,-._--..�----- w ---- ------ - --- - ---- `ROM(C(NE) DIT�•CHEINLET�E --..--.--.--.-_ -- ---- - - IE 2 � • - -- - - e' --- - --- - - - i -- E. IN (E (FROM CATCH BASIN) ;� , --6'W- OUT (SW) 274.65 (FIELD VERIFY) - Z+ ' SEE NOTE 23 a >o I ! ----- -- 1<CSP gS -----------------;------------------- IrCSP SS -----------. ---1----------------- I'CSP SS ---------------------------------------------------------••------------�- --------------------------------8"CSP SS ------- ------------------------------------ -----------------+\4�------------------------------•------------------ ------------ e"CsP SS - ---- -. _.-------------------------------------------------------- Yl----------1-----r--A-- -- S W 8 h AVENUE RIM: 280.84" SS I 11 . - - - - - - - - - - - - - - 1C - - - -- - - - - - - - •• - - - - - - - - - - - - -OQ• - - - - EAST SS H V � '1 RIM; 277.72 1C - - - -- - - -- _ _ _ _ _ _ - - - - - - - I -{ R'M.�[7:;5'MM _ _ _ ------ crc _..---..--..-__--- -----------------___ _-_--...._-- --._._ '-EXIST. IN2(N.09 80.34 \\V (N - I I . IN :87 88 -._-SL^a.----•- _ --------•-----------•----- IE. OUT �S) 272.55-__ ) _ IE. IN (N ?66.94 I � E (N) ---- IE. IN �E 281.3' --___-- - _ _� _. __ __ _________ -�+. ___- ■-.DIST. C'i IE. OUT S 268.90 _ . _ - -- ____ _ _ _ ._ -_ _ 8 � 12'CSP J ' IE IN (E) 257.17 EXIST. ,B ------ - - -- 18'CSP STS -----'-•---------- CSP��t - RIM: 278.99 4-_ - - - I RIM: 287.37` IE. OUT S) 280.28 EXIST C ` \ --------------- �-1� E. 270.33 3 EXIST. STS MH .' a I SHEET NO. RIM. 281.26 *h I 3 /- 1 IE 271.71 30 01 30 60 90 SITE UTILITY PLAN 01 I ( 2of 5 REGRADE DITCH SCALE. 1 = 30' ` 2 �/ SCALE: 1" - 30' DITCH IMPROVER NT PLAN AND PROFILE SEE DETAILS 2 3 PROJECT NO. 2' 2 318 10�' RE-ISSUED MAY 31, 1991 me 102 - LM2-C2 ShI 66-T l.{ (4vF_4 UG MJF= ', lnrlw, _, ... ".,...�y� AYaT+,.r•.ivrpw,Al!mn.no.^.-•m. r-.r,+.,..,y...,�.r,..:......:r.�.I.Mn;yr?.w+w!NY!?iM1Su1:... "r" � •i '.'i .^'',�, :. ;,:,.. I LIF THIS EGIBLE TiANMIN'1'�zNOTATION, TCII111rlII�IIIIIIIIIIIIIIIIIII 111 111 III 1p IfTrtj-f�TiT1ip (II�IIIfIIIII�I 11111111111 TTI-I-1-1 iiIIIIIiIIIIIII IIS 1111111 III III IiI IiI 111111 ' I Ill I I I I I I I f I I I I I I I ' .7 I III I f I I III III I I I APRIL 2 0 1994 p L S LESS 1 2 - ---- - - --- 4 �� - - 6 -- -- �71 8 9 _ 10 _11 1Z 'I(7" IT IS DUE To THE QUALI'T'Y �)I' THE ORIGINAL DOCUMENT. 41-11 - -- _ - _ - _-- --- - . -�._ -- -- _-- _-- r�Et1i 8�Z L��Z9 Z �1111111 6 Z E 7, Z I Z U Z 6 I tj T I G1 i' 9 T� 4 t 6�T E I Z T i t I i I �f3 I 8 I L �9 9 1fi �E �Z � ��a3w IIIIII�IIII Ilillllll1llll IIIIIIII IIII�IIII�IIIILIIII IIII1IIII�IIII IIII illl�llll li!illlll IIII;!II�I!III IIII II 111111 Ilil�llilllll!�Illl�llll�llll Illi Illllllll 11ll111111111IIl�Illlllllliu:�lUlllli Illl i 111111 �l IIIA ILIIIIIIIIII !�■■ r��'�t�: I I,rnw■ J. STORMO 5/29/91 DESIGNED DATE L E G E N D B. SAGATO 5/29/91 GFNFRAI NOTES ® PROPOSED CURB INLET DRAWN DATE 1. ALL MATERIALS SHALL BE IN GOOD PHYSICAL CONDITION TO PROVIDE PROPEP SEDIMENT REIEFITION, O EXISTING STORM MANHOLE E. CRANE 5Z29/9 I 2. THE EROSION/SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS MUST ■ EXISTING CATCH BASIN CONSTRUCTED i ""NO A ""NO M TO INSURE THAT SEDIMENT LADEN N WATERR PROPOSED STORM MANHOLE CHECKED DATE DOES NOT ENTER THE DgNNADE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. ■ PROPOSED CATCH BASIN REVISIONS ------ STS------ EXISTING STORM DRAIN RE-ISSUED MAY 31, 1991 3. FILTER C SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH � PROPOSED STORM DRAIN OF THE BARRIER TO ICED USE OF JOINTS. WHEN )PORT OS NECESSARY,ATMI FILTER CLOTH SHALL BE SPENDS SECURELY ONLY ATA SUPPORT POS[ WITH A MINIMUM 8-INCH OVERUP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 4. THE FILTER FABRIC SMALL. BE INSTALLED M FOLLOW THE CONTOURS WHERE RIVEN E FILTER FABRIC INLET BARRIER IW FENCE POSTS SHALL BE SPACED IN MAXIMUM OF 8 FEET MMi AND DRIVEN SECURELY EXISTING EDGE OF PAVEMENT S.W. 66th AVENUE IMO THE GROUND A MINIMUM OF OO INCHES. T PROPOSED RETAINING WALL S. A TRENCH SHALL BE E WOOD , ROUGHLY a INCHES WIPE BY ,2 INCHES DEEP, UPSLOPE c� PROPOSED CONCRETE EXTRUDED CURB (SEE DETAIL) AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. -- T'--- -- - - - - --- ® PROPOSED STANDARD CURB (SEE DEFAIL) - ------- RIDGE OR VALLEY AS NOTED 8. WHEN STANDARD STRENGTH FlL'.T7R FABRIC IS USED, A WIRE SUPPORT FENCE SHLLt BE STAPLES SECURELY IN H i NG,JPSTREE SIDE OF THE POSTS USING IRE SMPUT' WIRE RO INTO THE AT LEAST 1 INCH IONF TIE WIRE A NOG RINGS. THE WIRE BRIM). EXTEND INTO TALI OEN THA MINIMUM R { INCHES AND SHALL NOT EXTEND MORE THAN 38 INCHES MOVE THE ORIGINA GROUND SURFACE. m I ]. THE STANDARD STRENGTH THE DBRIC FABRIC E EX BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF GT FABRIC SMALL BE EXTENDED INTO THE WIRED T ME FABRIC x SO' n S,ut NOT EXTEND MORE THAN 38 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. < W LL B. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, x I • p BUT NOT BEFORE THE UPSLOPE AREA 1L•5 BEEN PERMANENTLY STABIUZED. 9. SEDIMENT FENCES SULI BE INSPECTED BY APPUGNT/CONTRACTOR IMMEDIATELY AFTER 1 V o n EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED 1 O Q n > n REPAIRS SHALL :: MADE IMYEUIATELY. I 30, GRAVEL CONSTRUCTION ENTRANCE -- 8' MIN. DEPTH OF CLEAN Y-O' GRAVEL ........ .... ......... I R {my I 10. AT NO TIME APPS MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED E LINES SHALL Z N BE CL A ED TRAPPED CATCH BASIN. ALL CATCH BASINS AND SMALL NOT LUSH Shut ON REQUIRED REINFORCEMENT GEOTEMILE, Z Gi LA CLEANED PRIOR TO PAVING.OWNS THE CLEWING OPERATION SHALL NOT FLUSH SEDIMENT I AS REQUIRED " """' , W O W Y1 (ADEN WATER INTO ME DOWNSTREAM SYSTEM. .. .... 11. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF - z 0. t n CONSTRUCTION AND MAINTAINED FOR ME DURATION OF THE PROJECT. A)DITONAL % ..... u MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED MEAS ME KEPT CLEAN FOR : : : ; i i ................. - P THE DURATION OF THE PROJECT. I I i i i ! ; ! 0 vi • I O 12. ALL EROSION CONTROL WORK WILL FOLLOW THE REQUIREMENTS AND DETAILS M DEFINED % 1 .1.... ••••••i......s.......i.... .............. .•...p..-.r....... ... ............ .....__ Q 0 ,OO IN TILE 'EROSION CONTROL TECHNICAL GUIDANCE HANDBOOK; 1989 EDITION. I i i 3 13. GRAVEL CONSTRUCTION ENTRANCES MAY BE AT LOCATIONS OTHER THAN SHOWN, HOWEVER, % !. """" " I U '11 Vi 3aS IJ ME GRAVEL ENTRANCE REQUIREMENTS WILL REMAIN ME SME DITCH INLET ............. - - 291.21 Z m ........... 1, EXIST. ca-1 1 T REXM. 0. W . . 1 IST. DB /\ W O x ... ` ` .DD I F�� ,L RIM: 301 YCO 1 � 1 ... ♦� \\ EXI ................_ _.. x G : i �♦ RIMST2928 O\OO b .........__. l i i IE 208.]5 d 2 :p, \ W N 2 } 1 ............._ l r/ _.... : 1..... ............ . ....... \11 EXIST GO RIM: iB3.35 EXIST. WYE � I -♦i ....i...... . .. .. . . ....... ,\, EXIST :B -____________- x i ....... i RIM: 2e'.118 . ....... -------- -__ _-_ I ..:... Q _..............y.....y.. .... �j .... . ................ � -- .......b...... .......................... STS MH-2 2 0' RI 27 .1930 30 60 90 IE -2 N ]7.11:EXIST CB IE. (S2 ;RIM: 284.50 IS. 278.9 8 SCALE: 1' 30' I I u a ' - - . . M: 2854158 MM-t I `k : ' ' IE IN E 280.]] - ~ f - - - - b I• (( L _ _ .- IE IN (5� 280.]] - V."v_.-w_.__�_w _-_ 10'575 _-___.r:.-_.-_ m.--�_�...�_ _ _�'�.SSl,_- Cal IE. \ O I / _ . . IE OUT (S) 280.57. - 28 ) - - Vi -- EXIST. FLUME)/ S J'p/lI1 EXIST. CB-. 1 ................. a. GRAVEL CONSTRUCTION ENTRANCE '-..'��' 1 8' MIN DEPTH OF CLEAN Y-0' GRAVEL JL' I ON SUBGRADE REINFORCEMENT GEOTIDRILE, \\ \ IJ ................ AS REQUIRED 1 l Y - • - SERVICE AND PARTS BUILDING ° I .•..EXIST. CB-5 7 RIM: 284.A0 .{....... 5 � F-1 i T w 3D' a a Z rjjlx yl IE. 290.88 1 i .8,.9� 10, - - x IE " 1\\\\ INST 190 IF OF ............. .... .. i � I III rr�� ......,........................ ... . ................... .. j I EXIST PERFORATED I °A, I P DRAIN PIPE ., l WRAP WITH FILTER .... :._-_ -- _ . - -- - '1, _ ABq�PSPP _ - I 1 O S-0.384 L FABRIC, EE NOTE 2e;' � � O Jl - .. _ _ _ _ . .. _ _ PIPE O STA 1+15. >i "• i BEGIN DEFLECTION OF j'o\ �" ``A V J�,♦ RID Y.� ,.� .. .. I 1 . .. .....: ............: .:. .. ... . ..1.. . .. ........ �`.A I `\ '�A°P _ _ RIM: 282 50 1 USED CAR SALES BUILDING 1 .. _ - - INSTALL CTR INLET aA. A .. .... ................. . ......... ." . . .... .._... .... .. \ �� ,j b IE. IN ((E)) 272.18 % I IE. IN (S) 1Y 5RIB 272.10 SLI F`-R IXISr. .11-5 �� IE. OUT ((NW EXIST, CB-6` ♦1�/ RIM: 2846 _ ♦ '- - B" 1 56 MM-3 ) 2'2.00 RIM: 284.30 �7W.♦♦ 'MEM. E) 280.90 > - - - . - _ _ 'I RIM: 278.5 CONST B LF OF lY CSP O IE IN NE) 280.94. Y� - . " . - I IE. IN (E) 273.01 (C 14. CL 2) IN N 28090 , IE IN N 2]7.81 1 IE IN N 260 ED - ,y IE OUT SW) IA.50 1 _ ~� x IE IN (((((S 280.90 IE OUT �SW) 280.80'_ ` {"PVC ROOF DRAIN - I I '+ ......... ..._..c��G°.(Ij-J. ..................:`♦ 0 -� - _ N ( 277L l7 IE IN 1/1�1� 2 1. o 118 LP O S=2R MIN IP IS IN SE) 271,07 ♦ x d4L5' �l . . "- 'nS IE. OUT (W) 271.24 (� ♦\ ° VALLEY ♦♦`. \ 1"� Vx EXIST. 515 M EXIST. CB RIM: 293.82 EXIST. CB \ w IE 290.42 EXIST, CB-8 _ STs ____ % RIM: 283.30 2s'RAfJ - 5D Exlsr. cb EXIST. CB-7 1 RIM: 288.50 \ - 25'RAD RIM. 2'4.0 '-% IP _IP -- .. EXISTING CURB --__ _ _.__.__ .._ _.__-__ _ - _ ._ -__.-___-___._-__ ..____.__._ .' \.. 1.__._. ExIST "b 1 7..-___ � ._ _ __._.-. .._ _.- . _._ _ RIM: 2D.91 EXIST. .a IE. 270.81 \\\\ IS IN 2(ME)75.151 IE IN E) 275.15 IE IN (C)MPED DRCN INLE� t S.W. 68th AVENUE EOMYE(sw)R274.65OM T(FIELLDD (VERIFY) B' MIEN. DEPTH OFCLEAN2'ON NO'E GRAVEL pg� b ` SEE N0 23 \ ON SUBGRADE REINFORCEMENT GEOTEXTILE. U I \\ \\\ AS REQUIRED _____..__..____-_- ICCSP 56 --- 519 EGST. OR rev __.____ ____---_____ 1Z� RIM: 278.99 RIM: 277.1) RIM --- EXIST SIS __. IE 270.33 1 I SHEET NO. 26 IE 271.71 i q EROSION CONTROL PLAN }� 3 of 5 SCALE: 1" = 30' 3 PROJECT NO. S,a mz - uJa-Fa RE-ISSUED MAY 31, 1991 318 102 12'"• ` 9b, n6TH AVENUE 4 OF 1 - -_.__ •-'w�l�wnilr I A 1 � IT •illYr�g9�i.•. _ I ,i IF THIS DOCUMENT IS LESS 'rrilill ILII( III I III VIIIhI I III I I�III I (i jrjT ITfT p TiTilF ITIfrI :III:�I T� ILII ; VIIIA IIIIIII IIIIIII VIIIjI VIII IIIIIII IiI III III ILII VIIIA i l l l VIII I}I. ' APRIL 23 + I I BLE THAN THIS NOTATION. l G i 4I ISI i ISI pl }Q ill iG , -- 19 ,• Y ° S DUE TO THE QUALITY N, ...777 / O 11 GG THE ORIGINAL DOCUMENT. Ro.m &:ta✓.- 8 Ui Ui di 96 86 i 8 i ti i t I L I I 7t t I It I 8 L B 9 1 8 6 IH M9 uu Imluu ullull IIIIiuII uuilm ulliull mlllm uuluu uuluu uuluu uuiuu m�uiuu uuilm lulluu mull imluu mlilm mduu mlm uuluu ul�uu�u�uulw�lm I u u�ml uu1ell , 1 b i! r ww Ar C� SORMO 5 29 9_ NED DATE opr Lot -'—"T Ir." B. SAGAT.U _____V29 /91 �L MAX. DRAWN D/,1 E. D"A 6" IQ GA. *2* MAX. ,�' 0" MIN _. R/W LINE ME SM p1I1 VE war - — E. ANE __ A � _ �° I ( I MANE SURFACE of CHECKED � J LATE I �`•! i'-----I I GROUT FILLET sMOOTN s 1 FORM 6R00Vt0 INVERT TO SAV� " _ �' - • NOTt :•. HOLES PwEust ON wow® FOR STEPS 4k40 VISIUN5 SIDEWALK .�_ oulEctloN or Flow. w LOCATION I 4 } CNMN TO MPI A MARMIOLE ST KPS - I SMALL DE NONLZOWALLY 41040 12•' yJ - + ` MUBT U TIGNT AND FIRMLY EMOHOO"- t Y -••�•- CONTRACTION JOINT I B � I/�_ ':• RE-- .SSUED MAY 31, 1 g 1 � . T ExwNSWN JowT'S / � 1 ti� NOTE: wIALR ' EXPANSION JOINTS cuNe JOINT � 1-1/2" RADIUS I wLETs/ounlTs As r Ix ----t-- 6" CONCRETE CURB I , MACHINE PLACED I ' r^ 2-1/f �4' 4- e 7' 6" Mw. 7' 6" MIN 3'•0" FACE OF CURB EPDXY BOND t 0" MAX x 0" MAX, I / SUBMIT TYPE FOR REVIEW '.�. aO P !- A N TSI -— STANDARD MANHOLE ` i. °" • n rJ -------- 3" - CLASS "C" ASPHALT CONCRETE I O0 FRAME AND COAFP Go V Q O ��— - FINISH GROUT 2-3i6� N I O O p O p O P - P popp_� 8" - 3/4_0 ROCK BASE �� 04 v r I 1/2' Exi+USURE t _ _ R\` - GRADE - - - - ( 4-1/2 --'- x - - - RISER RINGS VARIABLE < - -- --- --------��` ��' COMPACTED SUBGRADE SET F MORTAR `-•--_ (MAXIMUM 1'0") �Iti.y'e" I w U. o Q I USE EXISTING EXAL4"" JOINT OR s•�/B" SEE DI , M PLACE caln JOINT, • ' CUTAWAY VIEW z n ,� SEE OwG N0. CS-SOS. . '. : . O ELEVATION 8� • - ;)REFORMED PLASTIC GASKET Q p PRECAST W m 0 IW CONCRETE • - 4D" W N I-- '4- z NOTES: SLAB PLAN AN r 4) •r 1. EXTRUDED CURBS SHALL BE OC"D AROUND PARKING AREAS ONLY. ;I ---zTalloARo 44" e-yR- z" ---� � �? o L Ld a O1 • 1 . MANHOLE RISERS. J 10 GA. MESH 2" OF 3h' MINUS 2. MATERIALS PLACEMENT AND COMPACTION OF SASE ROCK Sc ASPHALT n, I"/FT. SLOPE �I•" 1-1,7-ABOVE/ CONCRETE SHALL CONFORM TO AMERICAN PUBLIC WORKS ASSOCIATION � MAX. �- � � �., 1 BASE ✓ SECTION A-A (APWA) 1990 STANDARD SPECIFICATIONS. ' ; 2 1/Z" 1 tl O0 � - SIDE FRONT � o 0 _ 3 • I MATERIAL: 3/4" GA:/ANIZED STEEL OR U Jd 6� x Lal L CONCRETE SHALL HAVE A MNIMUM ORE AXING STRENGTH OF 3000 RS L. A' - •,` A U Z AFTER I GAYS 6 SACK MIX . • STAINLESS ;TEFL SAFETY iYYL', Z J z 6 - • 12"LAYER COMPACTED AS M 4 �(;7, C't :.FPRO.'CG > N O Z CURw JOINT SMALL BE A TR01rFLE0 JOINT MWTN A MINIMUM VZ" RADIUS T GRavEL (3/+'-01 EOUAI U t7 m Ia1 ALONG BACK OF CURD 1 C' c v , _ l [XIy_NSION JOINTS SHALL K (/2• PRECCUDED ASPHALT IMPREGNATED I o ` - ' / MATERIAL OR EQUAL, EXTEND!46 FROM SVB6RAOC TD FINISHED GRAOE. v 4. SEE DNR. N0. C3-300 ANO N0. CS-305. � u 6'0' MIN, o • - �- STANDAIRD CONCREM DRIVEWAY LP-'UDED CONCRETE CURB AND PARKING LOT STRUCTURAL SECTION FLAT TOP MANHOLE GALVANIZED STf�L STEP FOR PRECAST MANHQl E NTS I'IT'S NTS NTS HALF--STREET IMPROVEMENT STRUCTURAL SECTION IAJ 2'-5 Ile �---- L;LASS "C" ASPHALT CONCRETE Z ca = c6 1. BASIN S,1ALL BE CONTINUOUSLY WELDED. SIDES AND BOTTOM SHALL BE BUTT W!-LDED OR MEMBERS MAY BE OVERSIZED AND FILLET WELDED. ` p 0 DIAPIPE 00 AS OUTLET 1" R DRAINAGE BLOCKOUT I r ON PLANS 2. ASPHALT COAT OR GALVANIZE ALL SURFACES OF CATCH BASIN AND PAVEMENT WIDTH VARIES ,. /! Gjv CLEAN-OUT. 1' TO R' I.D. PLASTIC PIPE STANOARp CA 3Y IRON-- I WITH COUPLING FRANC A COVER WATERTIGHT POPE ►Lu0 3 I -' - /6" NOTCH L10 FiX� FINISH GRADE-�. 3. BREAK SHARP CORNERS AFTER WELDINGS. 1 _ --1/2" ROUND ON BACK LIFTING HOOK ,��- A TO B• AOJuSTAOLC I _ a / T ` . ;• fir 2'-S t/4" - - 1-1/2" MAX O ANCHOR a00-TS �'• 6 n --' �— 4. ANY Sl18STITUTION REL`UEST OF CATCH BASIP, COVERo SHALL BE 6" EXPOSURE - S • 111 ACCOMPANIED BY CALCULA"IONS (STAMPED BY AN OREGON REGL;TEREDPROFESSIONAL ENGINEER). � 16" `_•� I--I i 2' SQUARE coNCRcte Dloc+c Ppll�'[ARUQ.0. 1 �' a"'. •.• WITH ANf?IOR MOLTS I l L'(NCI1 STAN3'ARD CAST IRON GRATE �� =�i_ I I" � �sC! sl BOTH, ' _ (2' THICK - RATED 12.000 LBS.) 41 t2" � I SOCK � Ps/!• '.«�' '••,.. OR LYNCH EXTRA HEAVY DUTY CAST �z � . -OVER o FRAME To �of Kbl IRON GRATE (2-3/4" THICK - RATED 6 1;�2- z EXISTING GROUND BE MACHINED To A MATiJaMLI, PLAN 20,000 LBS.) BOTH OR EQUAL 3 1/2"-� IL- �•• 2' - \ \� \�\ \ \�. 9" , ;\ CRUSHED ROCK TRUE NEARING ALL AROUND •4..'• ' HINGE 12 GA STAINLESS STEEL, •/��/�, �� /�`� �4" MIN. DEPTH -'-' DEPTH TO MATCH I 2 1/2 OPEN WITH Vf KNUCKLE, ` cu LIU GRATE DEPTH - GRATE FRAME 1(Y' - 10" LONG WITH 1/4 PIN (FASTEN 1 ;�1--0 '-D'_'StiEC� ROC)! :E✓E 1:r CC . RSE ( 2+ 3/ —�► \ 95% COMPACTION 2" DEPTH � �.• � WITH 6 O 1/4" STN. STL.. BOLTS) �- '�----- - � ►� 4. NOTES* COMPACTED SUBGRADE --� 2 ; 3" CENT.- \ 2"-0 CRUSHED POCK BASF (10" DEPTH) T IR � � 1 l4" ANGLE \ 3/16 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3,000 psi AFTER 28 DAYS. �� 22 J 2 •c•f ';;j� THICKNESS MIN. `� �_ 27" j A �- ENCwSEHItNS OUTLET DIA. EXPANSION JOINTS. 6"EM"CA E�E AS SHOWN T� A. TO BE PROVIDED: �_. _ 25" ON PLANS / 1. AT EACH POINT OF TANGENCY OF THE CURB. -S3/16" 11 1/4+{ 2. AT EACH COLD JOINT. • ° .' ' O 1'-0" -� g 3. AT EACH SIDE OF INLET STRUCTURES. "p•vl•:: "' `' L I OUTLET -4 4 AT EACH END OF DRIVEWAYS. A 3,J T„ 10 GA. SHT.- ( 5. AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. SEE DETAIL "B" 3/16" I METAL (TYP.) __) DIAM B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON-EXTRUDING, 6" WITH A THICKNESS OF 1/2 INCH. C AND BOTTOM I e I --- 2. CONTRACTION JOINTS.- SIDES O�� ....: ,:;•_.,.• ..._ - Ile PLATE TVP. F� 'A'-+ "4:-•':' C / C A. SPACING TO BE N01 MORE THAN 15 FEET. 23" 1 I (TVP,)}-/1 B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1--1/2 INCHES. --�,MPJRTED fI�E IGItE MATCRW c r._ c c 4V Y' "+�IIQLd....•__y 3. DRAINAGE ACCESS THROUGH EXISTING CURB SHALL BE CORED DRILLED _ 2 2 _ — DETAILok T- OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN 3c REPOURED I S -- 2'-0 ll 7- >0 ---• CLEANOUT TO FULL DEPTH OF' CURB. CURB AND HALF—STREET PAVEMENT SECTION STANDARD MANHOLE FRAME �L: COVER---+^I STORM SEK CLEAN—OUT w ELFY9Tl4L STAIJp.ARG C�ti_S TE CAT.�H gAS!N -- NTS NTS NTS �� N r� FRANKLIN STREET pr.. W R/w LOCATE MANHOLE COVER MIN 9 FRAME UPSTREAM OF tl MIN. 3" A G (N 2 L(FT5 MAIN SEWER LINE FLOW TCURBOINT SEE NOTES I our OF STREET AREA z a/• STREET AREAS �� __� ` ^ is SHOWN. I ROTO 5lAw cur-- :,MAX / J. T-? flu=il =_ - I EXISTING I STEPS T L \ - JS -I / . ---, , Ing ` RESURFACING / / I .► 2'OF 9,W-0' '�'" 1 l 2"Of 3M"-0 � mob• i ' '. 'i � _ �"'�' ' -• - `!OMPACTED SUBGRAOE CLASS A SIDEWALK ADJACENT TO C"V8 i ,A�xFILL MAIN SEWER LINE I ; R/W • I S'M04 S MIN 6" - 0 CLASS O - / � ILI CAST IRON COVER MATCH FINISHED GRADE OF STREET 3/4'-0 GRAAIULAR B FRAME �- 2 •/. BACKFILL -� ROAD (Su Standard Pat, RISER PoNGS VARIABLE SE T FRAME _ ! SEE NOTE S I * C' I N MUH TAR (Mawmum 1' 0") / /%--- ,,. � � W PLAN VIEW — )ECCENTRIC MANHOLE TOP 2' OF y4-0 / I • •• o u 41 ". 41 COMPACTED SUBGRAOE _ • � ' e . .I I O PREFORMED PLASTIC GASKET •,•O� C o' • a t 6" $TANOARD 46 -- �... SIDEWALK AWAY FROM CURB .,• o = MANHOLE RISERS '' " �.�,n , • ;'�,�.• NOTES •`N �T • •u > f I zo% - 1 48" FOR PIPE 24 j•'.' ,;E COMPACTF! :LEAH I. CONCRETE SHALL BE 3000 PSI AT 20 DAYS 6 SACK MIX , SLUMP RANGE -�•• a .•:� !.i.` i '6•♦ �: 1 1/2"MAIL OR LESS �i1:' WELL-GRADED 3/4"-0 Of I V2" TO 3" • � O A tt FOR P �.:• . 60" 49 OR LARGER T"` -�� I I,. • CRUSHED ROCK Z j• ' r•'• 0" '•.t 1"RC CtA1a1ET7E g p 1 " :• :1. �'. z PANELS To BE s FEET Lo«c o ��_' "„ . a, '•'• t's/4'-o'AN.wASEwOCK 00 -yv 'r �'�• /�UNDISTURBED EARTH 3. EXPANSION JOINTS TO BC PLACED AT SIDE) Of DRIVEWAY APPROACHES , Op �•e• •e • • ' • 4 d - UTILITY VAULTS,WHEELCHAIR RAMPS, e AT SPA 71rIG NOT TO EXCEED 45 FT. X10*E: 4 FOR SIDEWALKS ADJACENT TO THE CURB S POURED AT THE SAME TIME AS THE PIP!GCSE SECTION A--A - THIS TYPE OF MANHOLE SHALL CURB, THE JOINT BETWEEN THEM SMALL BE A TROWE-EO JOINT WITH A MIN I/2"RADIUS. I r _ BE USED ONLY FOR pi" SLIT. i y n - - �• OF 24" OR LESS, S SIDEwA1 < SHALL HAVE A MINIMUM THICKNESS of 6 INCHES W MOUNTABLE OACKFILL IN STREET A SHEET N0. • �.' • SET IN FRESH ftQTES3 - CONCRETE s CURD I, VSEO OR IF SIDEWALK IS INTENDED AS "TION OF DRIVEWAY LIfSooW ISAOAINSTCURO FILL ROOM TO INSIDE DROP: o e � "o G � � `` r MAXIMUM 2'0" IL . . 0 " 0 L%o O a GROUT, OTHERWISE SIDEWALK SMALL HAVE A MINIMUM THICKNESS OF 4 INCHES. BACK OFS/w L CANCIIL'IE SHALL ATTAIN A MINIMUM COWIRC WVE STRENGTH Of 3000 RS.1,IN SO DAR. ,r " • • F 12" LAY[R IMPORTED 6. DRAIN DLOCKOUTS IN CURDS SHALL BE EXTENDED TO RACK Of SIOEWALK WITH 3'DIA. PLASTIC t.IF S/W IS WrAGAMWSr CURS,FILL ROr:11 L IOINTD wE SCftwSD 3/6"DEEP AND RA6F P"IW SI4AI.L• tDb[0 071 • SIOtt AND HAV[ /, VC. TSCA) DISTANCE, - PIPt AT 2% SLOPE CON TRACTION JOINT TO DE PLACED OVER PIPE. 2'OACx FROM CuRO A LIGHT wl" lo�dw fINIDIL (".ri.• INVEtIi TO INVERT �M K� @A!L kATERIALI3/1=01 o f STANDARD �NCREM M ►NHOLE SIDEWALK SECTION IYPICAI. TRENCH SECTION WHEEL CHAIR RA P, NTS iJ r5 NTE' NTS PROJECT NO. L 318 1012 31R I -. 1,•fN: LII rL r SW 66TH A'IENIJE r n F. 1 .,.... .c. w '' a acs+-sF:- a:...•:.x��'. - .Jc _,. ._,.. .. � _ ^.. .•=1 .._ . . .,. . . . f ♦ ,."J... - P '� "'' MN4+41XWI^?wiV " ...-Vvt .y..,. _ I ( TF THIS DOCUMENT' IS LESS Tlt 1111111 III III III III alll III III III III 11T rli 11T 111(ill III Ili Ill rr �I III III III II ' III III III ' II IIII ' Illllll IIIIIII IIIIIII III III Il ; l111k3i APRIL f LEGIBLE THAN ']'HIS NOTATION I I I I I I I I I �7 I I I 6 I 1 7 I I I g I 1� itI _ I _ifl HPI�I� 2l � 9�4 1 2 3 4 5 - --� -✓ L� --I + 'P IT IS DUE TO THE QUALITY OF No 36 THE ORIGINAI, DOCUMENT. -- _ - -- ,__ _ - — £ Z 8Z GZ 9Z Z 6Z £Z Z LZ OZ 81 81 L1 91 91 I 61 Zi tl ( 1 �g 8 I' L I �9 II 9 �� 1 £ Z f i�,ru• I i l ' ll lliUlllU�llIl1JIU11JIIII >II11 )I1111111III( III IIII�IJIII )III Ililll 1121111lllllllllllllllllll llllUllllllllll 11►11 s I� III � I III Illi 1111 IIIIIIIII III I II�IiI a� I II Illlllllllll I�I►►►11111 lll� �I I I I►�►III IIIIIIIIIIIIIIIIIII illllllll 111111 VIII III i►►illl, J i J._ STORMO 91 DESIGNED DATE B. SAGATO�- 5/29 91 TUALITIN RURAL OREGON STATE METZGER DRAWN DATE FIRE PROTECTION DISTRICT HEALTH DEPT. W.1TER DISTRICT - E. CRANE____V22Z§ 1 STANDARDS _ APPROVED DEVICE -� STANDARDS CHECKED DATE TFDC REVISIONS �-3' SQ. BILCO J-4AL ACCESS DOOR ABOVE 3 "-3* RE--ISSUED MAY 31 , 1991 ,/-- MUELLER OR WATEROUS CONCRETE UTILITY VAULT RESILIENT SEAT FIRE HYDRANT TEST COCKS WITH PLUGS -- i 5106-WA OR EQUAL � -- -- - / _ BYF.SSI METER X7 ?•� READS N C.F. (DOTE: HANDWHEEL (IYP.) 1 - �:Ll'ERNATIVF FLOCKING, TIES, SHACKLES, OSHA APPROVED - __-�- _--- ------_ - Eii;. SUBJECT TO APPROVAL OF ENGINEER. GALVANIZED LADDER _ __ 5" - - - SP00t FLGxPE I 3"MIN FDC _-_ ` 24 I RESILIENT SEAT GATE VALVES ao \ / MIN. -RETAINER GLAND 5' _ OS&Y, CLiARANCE AND -'S'� ' \ / I KEEP JOINT FREE I 36-MIN. ANGLE AS REQUIRED I `� FINISH GRADE 8• FL.. \ I � ON CONCRETE - 0 r 3 GATE VALVE_ �I,'1� 3/4' BRASS CORP. Fn OP, TEE, HOSE -FLOW BTBB, do PRESSURE + I I NONSHRINK GROUT, 0 d Y\\�� - GAUGE WATERTIGHT (UNK SEAL) ' PROVIDE LIMIT SINITCHES(TAMPER SNITCHES) �'' 12"MIN. \ j "� --CAST IRON VALVE BOX AND FLEX CONDUIT TO J-BOX. RUN CON- V - -- - - y _ _ 36 MIN. - • - A" DIA 0 Q z o rtn WITH WINGED COVER AND CORE DOCTORS AND CONDUIT TO CENTTiA,'_ MON- - _-J THRUST BLOCK " w a o r ITORING STATION. INSTALL ALARM LIGHT AND - ---- '0.04 %l\\\ HORN AT CENTRAL MONITORING STATION. ELEV. 278.00 " j 2 Dx12'Lx12 W SUMP Z c') X 2 CU. FT'. CRUSHED ROCK (SEE ELECTRICAL PLANS) 8" DOUBLE CHECKS DETECTOR ASSEMBLY 1 ?_. MIN. z • %�\ I UNDER VALVE BOX 3' SQ BILCO JD-3AL _ CLA VAL MODEL 16 OR APPROVED EQUAL /-PROVIDE 4' DRAIN TO W w ti W ACCESS DOOR ABOVE - -- - - STORM DRAIN MANHOLE a N 6" VALVE - MJxFLG f" MJxMJxFI_G HYDRANT TEE PLAN GASKET aE�4Ls o---o - 4" OF 3/4"-0" CRUSHED ROCK ^ - x 3 p U o tLEVATION BACKWATER VALVE (ACCESSABLE) Mei o 0 ^ W O °pop I - _____ VARIES ----• � /i THRUST BLOCK 4c •.'�,T _ GRINELL T ADS. PIPE U . 4 . t LIQTES: u z GALV. SUPPORT �S vi s 4i Z to - --- - - 1. A STATE CERTIFIED TESTER FAUST PERFORM THE START UP TEST. � v C4 0 Q SPRINKLER VAULT � - %\ •4 •';, �'• �._� '/ CONCRETE THRUST 2. SEAL VAULT WITH NON SHRINK GROUT FROM THE OUTSIDE AND \� BLOCK BEARING BACKFILL PER MANUFACTURES SPECIFICATIONS. NTS 00 " 3. NOTICE SHALL BE GIVEN TO METZGER WATER D{STRICT AT O C) OO O6 MJ INLET \ / 245-3331 PRIOR TO BEGINNING CONSTRUCTION. 12"MIN. � � ��\/�� - 6" DI PIPE W,' RESTRAINTING GLANDS 4. FIRE FLOW SWITCH SHlUL BE INSTALLED AT MAIN RISER IN BLDG. 2'-0"SQ. MIN. 5. ALL EQUIPMENT INCLUDED WITHIN THE BACK FLOW PREVENTION 1 1;'2" GRAVEL OR BROKEN PRECAST CONC. VAUi..T AND RUNNING INTO THE BUILDING SHALL BE INSTALLED, ROCK. DRAIN-1/2 C.Y. MIN. PIER BLOCK FLUSHED, AND TESTED IN COMPLIANCE WITH NATIONAL FIRE 16" SQ BASE PROTECTION STANDARD 24. l� 6. UPON COMPLETION OF INSTALLATION, WHILE JOINTS ARE STILL OPEN Z FOR INSPECTION, INSPECTION SHALL BE MADE BY A MEMBER OF THE N P 2- TUALA71N RURAL FIRE PROTECTION DISTRICT AT 526-2469 AND TESTS \� f- REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 2.4 BE OBSERVED BY A MEMBER OF THIS DEPARTMENT. �ff� FIRE HYDRANT ASSEMBLY � 7. AFTER THE COMPLEI-ION OF TESTS, A COPY OF THE CONTRACTOR'S NTS MATERIALS AND TESTING CERTIFICATES SHALL BE COMPLETED AND FOR- WARDED TO TUALITIN RURAL FIRE PROTECTION DISTRICT. / / I if -- i' NOTEt ALL CONC.MIN. 3500 P.S.I. AT 28 DAY TEST \ - STANDARD M.H. RUNGS REQUIRED _' BEARING AREA OF THRUST -BUCK IN SQUARE FEET 12'0.0 OR ALT. OSHA APPROVED •Y/ ,/\ - / ••/ /\` /� , _T- - - STEPS OR LADDER ,� I W FITTING TEE, WYE, 90' BEND TEE PLUGGED 45' 22 1/2' 1 1 1; 4' W i, ,- 6■6 6-6 WWM a iI ii �••� _ SIZE PLUG OR I OR PLUGGED ON RUN_ BEND BEND I BEND �� _ , I i If .� CAP CROSS A--1 A-2 / -- SLOPE TOP TO MATCH m + NO 4 BAP II Mil �\ 8" 5.0 7.1 7.6 5.4 3.8 2.0 1 .0 SIDEWALK SLOPE m TOP AND BCT TOM ( �I \ EACH AREA IS WALT'S CONCRETE CURB INLET / , If II 11 ,• `� \�/�//��/' 6 2.13 3.0 �.3 3.0 1 .6 1 .0 MODEL 4A.MH OR EQUIVALENT I �1 I II o' Sey• 1 1/2 Or TOTAL DEPCIESS GUTTER BAR 2 / BELOW I _ _ U BEARING AREA P UGG D CROSS -_-- - `- _---- L- / NORMAL AT FACE II ! �- - 1x- II o s,-6» � 12 li ` 1 I e ' • t4yi �' {T�'►i I, w ( II V' 15 it' UNBALANCED_ CROSS / ► • ' • • - s PAVED ROAD SURFACE Ij I I DIAMOND PLATE I it z I "X2T"x2T•GALV._1\ �1 O �._, � 6, I v I io IAMOND PLATE 4 x e A II t - -►-J I jl P "---- ---- ---4-a"moi- - -------- / A-2 \ 1 . CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED a� �f6�2 ° it ( 1 t_. _ .``, ij n ASS I�LATCN y��'/\ - \ EARTH. 4 _ �4 _ ,I I , � � L 4 x 2y=-b, BAR SEE �3. D 115 1 P''E DIA ' ' UPPER SEC TION TO 8E 48'STORM 6'11 4sy� : I ,1 ^� `- ---- -- NO. 4 BA�----N----_- -- • .• J 12.0.C. DRAIN INLET 8Y WALT'S CONC. OR 11NQ4BAR '-- 2. V' E.=P CONCRETE CLEAR OF DINT A.iJC% ACCESSORIES. IO" M21. r i_ 4 24" MAX. I • Ea1NALENT. " �t .._----- ------ ----- AS PER TABLE - - - 3. BEARING AREAS AND SPECIAL BLOCKIN C`ETAILS SHOWN ON PLANSA ►- \ STANDARD T/� i.i (IF ANY) TAKE PRECEDENCE OVER BEGIN � j �KI�JG _ 1`i� _ . I Its%31�'FLAT Q W/5-NO5 •ANCA S t� -- 12-112'.71 IN. 4vAREA_ ANG BL.0 .��\� �\ ,�\�� PLAN tJO. 1058HORI ONTA BEND DETAILS SHOWN ON THIS STANDARD UE-TAIL. uQPE ----- ------ -- V -1 -� 27y� 46' 5Y M�1 A UGG ED-TEE I'. v ---_._�___` 58 f AT TOP -- - ----- SECTION - A 4. OINIMUM REQUIRED BEARING AREAS AF FITTINGS SHALL BE AS 1 QAA'' ,,''tp��w/ INDICATED IN THE TABLE ABOVE, ADJUSTED IF NECESSARY, TO o o POURED CONCRETE BASE . 2500 .Pi"A!1__Li�i!_ S X3%FLAT IL W/5 NO.3 ANCIr10AS / CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING `"MIN. ' . ' • NO.4 CONT. -- 5'-6" - - A a • ' • ° a . 0�• ♦. P.S.I. AT 2O DAIS. �/•It3�/" FLAT ! W/Q NO. 9AR -__. --271/;----- �: --- -- STRESS(ES) AS STATED IN THF SPECIFICATIONS. THE BEARING -,+`- • : 3No.4 BAR _ c• X40 • e • • m• • "• + •,. 3' �' �/\ /%•i/� --___ /. AREAS SHOWN ABOVE ARE BASED ON TEST PRESSURE OF 150psi '• +. 8 �.•. •Q�:• _ _ - I t ---• AN ALLOWABLE SOIL BEARiNG STRESS OF 1000 POUNDS PER ----- - AND SQUARE FOOT TO COMPUTE BEARING AREAS FOR DIFFERENT TEST t' MIN vM=O - � 1- --- 4" z --- PRESSURES AND SOIL BEARING STRESSES, USE 1HE FOLLOWING AT 90% COMP 1048AR BBAA 3 • it 21(� "4 pP�UG__OR CAP EQUATION: ! `4 - �,!XON J-8OLTS wuv) •� ANO 4 YAR W/12 -PROJECTION__-_-. -1 I -- BEARING AREA EQUALS 4eM ___ - ��- j- 6.. v_-----4,-T -- -�� sN . y (TEST PRESSURE/150) x (1000/SOIL BEARING STRESS) x (TABLE VALUE) -�9'-_ ___� ,� 5•_7 1 � - \\ \/� '� - - FRONT ELEVATION SECTION--8 i 'Y' NCy PLUGGFp CROSS .TYPICAL THRUST BLOCK SHEET NO. C, GMER INf.ET - 4A NTS 5 of 5 PROJECT 1 33i; toa L.Mx 'Ui 7 - l t, 2 T1 ' 0 l.�c_ i nt.l(K) SIAL 661H F1'!EI11_IE 0 F 1 . 1 _ __.. I I I I 1 I I I 1 1 1 1 1 1 1 I ' I f l l I ,•....�,��...,�•..-m��... .�.. - • IF THIS DOCUMENT IS DESS ! � � f l �( I I I I I I I I I I � I I I I I I I I Iff i T T 1 rT 1- I f I 1 I I I I I I I I I 1 1 f I l l l l l l l l l l l l l l l l l l l l l l l i lil ' I V I I I III llllllljlli III V I I I I ' �'� � , LEGIBLE, THAN IBIS NOTATION, � � I I 2 3!-_ � � I � S I I � � - - I I g I I I � I 1(.� I it 1� APRIL c. 0 1994 IT IS DUE TO THE QUALITY OF - No.36 �•�;��„•• ,�- THE ORIGINAL, DOCUMENT. - - E Z 8Z L�Z !lZ Z IbZ EZ Z 1[Z UZ 8I 8i Li 9i 91[ b [ >ui Zi�iT i 8 9 L �9 Q 6 C Z I ILII ILII ILII ILII ILII IIIIIIIIIIIIII ILII IIIIIIIII IIIIIIIII ILII ill! IIII�IIII Illlllill IIIIIIIIIIIIII ILII IIIIIIIII ILII ILII ILII IIII�II IIII�III!�IIII�IIII�IIII ll Ill�llll llll II llllll 11ll1�1111 I�', i! I i llllll lllll llllll �l�ll�lI II{III II III JI I PL 1Nr I) Ad j9L 13o li: IF 0 ]Ft )i' SIT GRADING AND UTILITIES PLAN jl�Iilw% iiiiiiiiiiiijl jjq� /a•. � -E._..�' _ ..w ENERAL NO Elo HEET INDE IOC�s, 1aa-�V�1 : : : sr ISI"g dl_, 1 ..I r 7,'v,i _ , , y I ►1f 1 ' S •�a Fs,3t--- _��M�fY. ,t+ ,• A. f —T' ' ,S /. 1 ' aSi RI wl n.r�ii<I t,•• ,l •: li".Ij'71�'T" ri/ •� • 1� i � 11 E f:l' f ^' �� 1Zf AVif,l ' J sa • • ^I - /' _@{_�:Iwo�crgiy,sr j it N l '� E OREGON e SITE GRADING AND D RAI NAGE PLAN 1 . BENCHMARK: VERTIr' L DATUM FROM VVI• � . frna � Ira.A `w VNINf•y - �.! _'_ DEPARTMENT OF TRANSPORTATION BRASS CAP � � 4 � =+r.' ,w � `1��f r1�ON•N�yC. = `S3 r4 a iww `•- a -� � �� I m �' T'4 U• = - - 2 EROSION CONTROL PLAN MONUMENT SITUATED ON THE SOUTHWEST CORNER X 1 �9�f��I�otR'`� \\\.,�r�k;�\.. Th:-f•�°s\.; N s a u.=f w��9'�`r��i:ti`��o ow I ...Y n__WW_t4NPROJECT SITE THE 72ND AVENUE AND HIGHWAY 217 OVERPASS � . " 3 SITE UTILITIES PLAN 55 . 40.SIAMPED Y614 1968. BM ELEVATION y _21 . i's \ f f r/. sw al rv,py\• Rr0 L� , ,t•.B a1J wo WOU 2. ALL CONSTRUCTION WITHIN PUBLIC RIGHT --OF--WAY ,� �� y� ' .Ntl 4 . CIVIL DETAILS \� w I+ a f+� ..� 1 ♦I �t+l s—iy—� \,, �' V,�. fJ �r, /lY.l•,,,�'Iyi�• s �,�: r `4 � ; S.v �1(n I� '� v?L•, .] a 'D, .t Iia1N � iw,j; & EASEMENTS TO BE IN ACCORDANCE WITH THE CITY `^ i` N T �S aw y - S CIVIL DETAIL., ONS RUCTION SPECIFICATIONS "LIW .TwN -� 1.111 ' OF TIGARD STANDARD C jE/ - `\,WF�IB , `'� � AND DRAWINGS AND APWA STANDARD SPECIFICATIONS. j L��:N°7lY..'_ 1s I ., i / � ' i515 k' 16 ISI �` 5W .�gpNlia/I 77- 3. ALL ON — SITE UTILITIES SHALL MEET OREGON PLUMBING scale: 1 inch = /2 Mile CODE SPECIFICATIONS, LATEST EDITION. - s =-rr-r-�= J ST�)RMO X90 JCailsirGu )ATE L E Q E N 0 =� __..__. J RIGGS °90 PROPOSED CURB INLET DRAWN ..ATF O EXISTING STORM MANHOLE J REIMANN - ,/90 ® PROPOSED STORM MANHOLE C] EXISTING �A'E EXISTING CATCH BASIN �, �'►� �Oj' '3�1 �,,, bpd ® PROPOSED CATCH BASIN REVISION! Qi 47 S.W. 66, AVENII �� /' �� -G ze, o, PROPOSED GUTTER ELEVATION (TOP OF PAVEMENT) © 9/20/90 1 t ,'1,.'90 TC 2e1s"o PROPOSED TOP OF CURB ELEVATION 1 .. .__ ._..... ._........... r... -.____.._........ ...___-_..._.. ...._.-._ ._............. _ .._......_._.._...._._.__-...._- s-0. PROPOSED BACK OF SIDEWALK ELEVATION ° r 90 es �; 9/20/90 ' t 7 ' �� _ M; PROPOSED GUTTER GRADE AT TOP OF RETAINING WALL9/26/90 ® 13,'90 EXIST. OGE OF PAVEMENT ! I , 1 y a 281.50 ® / { rL I _. __ PROPOSED RIM ELEVATION h� 10/19/90 , �� PROPOSED RETAINING WALL , A/C DRIVEWAY j E DETAIL) 10 30/90 _ ... .. .. ........ ..1_............_._ _._-..__....... ..... __........._....�.___ ........._..._.__ _._._. _ __ ,•--- � PROPOSED CONCRETE EXTRUDED CURB (SE L mw CUT i 'EXIST. A/C PROPOSED STANDARD CURB (SEE DETAIL) �gE� RIDGE OR VALLEY AS NOTED / / f REMOVE CURB SHOWN THUS ui �•- a.... 2 S' ««« ^......_ `•. ; 0'01'04 E 209 9F' _ (. -mac . HEAVY TRUCK PAVEMENT SECTION (SEE NOTE ?0) i L � ) 4 Z 1 N 0 01'04 E 5 3 ' / 77% � r �" � 100 VC ---+•t ! I I I _ g 1 i 1 + 1 I I r I 1 1. CONTRACTOR SHALL Fh_LD VERIFY LOCATION AND DEPTH OF ALL EXISTING JT;LTTIES �"+ o ' ' WITHIN THE PROJECT LIMITS PRIOR TO BEGINNING pf_ y' - .L..-..... 1 -.-..� RARING AND UTILITY CONSTRUCTION. Q r- �; , G 1. r,19. , IN PARTICULAR TH"", IS AN EXISTING 12 INCH WATER LINE (TIGARD WATER DISTRICT) v 00 `'' '� 284 -- ---- _ ^----- 284 l I 1 ` �'" f RUNNING NORTH )0 SOUTH THROUGH T14E MIDDLE OF THE SITE. TIGARD WATER DISTRICT � z -- - -- - HAS PLANS TO RELOCATE THIS ' INE TO SW 68TH AVENUE THIS SUMMER. CONTRACTOR a T- ilry ; ! I ' 1 i � � � EXIST. BL['G. � `v � s ____ -}-.-._. ! + 1 I /� SHALL COORDINATE. I r 0 Z • I+ ,� TE, F NE ESSARY, HIS GRADING •YORK WITH THE TIGARD WATER W (A r I I DISTRICT'S WATERLINE RELOCATION (#639-1554) .' II PVI STA = 1 +25 j Z PVI ELEV = 279.08 + I ' I I II I ,,� a i Q W I I I 1 •� i aAW -CUT AND 2. REMOVE ALL. FENCE LINE IN THE WAY OF ACCESS ROADS AND CONNECTIONS TO < a ' M.O. = 0.1625 ^ ! i ! i 1 I j , ` I - REMOVE EXISTING A/C ; EXISTING PARKING. toot x w 281 ! ( ' * t -r 3. TACK COAT AL EXISTING PAVEMENT PRIOR TO MATCHING WITH NEW PAVEMENT. Q I W x 4. SEE DETAIL ON SHEET 4 FOR CURB AND PAVEMENT SECTION DETAIL. �' U �! (n � u" ~�__' II ! 1 ! I `• I I . ( XIST, Q W �' , \I I 1 z� CURB - 7 5, CONTRACTOR TO NOTIFf CITY INSPECTOR (#6,59-4171) 24 HOURS PRIOR TO z N o i' EXIST. GRO ND N t 1 INITIATING WORK. A _ I V a I w 8 • CENTER NE W i x �e t 14 r-- - - - --- - --- - -- -- - -- -- j V _ _+ _ �_ 278 i i I I ! 1 4 I i j� + �q, 6. ONE AS-BIUILT MYLAR TO BE PROVIDED TO THE CITY BY THE DEVELOPERS ENGINEER. Fl ISHEU GRADE /� I I 7. RELOCATION OR ADJUSTMENT OF EXISTING JTILITIES IS THE RESPONSIBILITY OF THE • JP OF CURB < , t / - DEVELOPER. r+rA LOPER. 1.. a SEE PLAN FOR CURB ! 1 ` I I I \ `I� 1 N 1 8. EXCAVATION MUST COMPLY WITH ORS 757.541 TO 757.571. RETURN INFORMATION , I } I I V ' 3� A 1 1 � -7 CIII _ .___-- .._- - - -- - __.-_-- -_-_-- -- .-- ----.---_-._-- --- �- -- ' r I I F I I e G'tA 9. TRAFFIC CONTROL TO BE PRO'JIJED BY THE CONTRACTOR. 275 ri 1 1 A �g(� 10. HEAVY TRUCK TRAFFIC SECTION SHALL CONSIST OF 4' A.C. OVER 12' OF AGGREGATE BASE. i , I I � EXISTING, EDGE \ \ ALL OTHER A.C. AR S ! 31 I ' I i I `� OF PAVEMENT -' E EAS HAIL CONSISTS OF _ OF A.C. OVER d' OF AGGREGATE BASE. 4 Q !! , I 1 n y 1 `� 1 TOTAL BUILDING AREA = ;8,435 SQUARE FEET K 272272b .......7 ;-CUT IN 4",•PNC PIPE � o ----- _ - - - °' I �' sit �i o•�' ti 1 - - - - --- -- - - - -L- - _- rn I �+,= r/ TO PRCvIDE NAGE. 7a TOTAL PARKING AREA - 111,700 SQUARE FEET v> S 0+00 1 +00 2+00 ,' lrl. .rfi l I �1 THR9WGH P (GROUT rf� FRANKLIN HALF STREET IMPROVEMENT PRdFlLE �O CONNECTION$ ' H CURB) `�� ` TRUCK PARKINGi I t �1=XIST. CURE"ED L I 2 - _ i �v SCALE HORIZONTAL 1• = 30' , ;r PAVEMENT I' I (,. ISLAND �L� - r. ... ._ VERTICAL 1' = 3' ''/� ACTION it I ' F m SEE NOTE 10 r �? d Rio - po ti9a°° so�A I EXIST. �' PVC-► 'ea tib . ��H EX. . CCURB .,. s _ 00 .20 h P -G 28x.80 -_.�-,..• - --_ '3 KE 2,39-79- 001e _-- � . :. eo tib, g. � - :2 r .........__ I , . .. 4. 2 "• ° 2A' .► � �/ 5 CONCRETE SIDE- Ir •- G� '� o '�;oo 4 ♦. 4 v >,.t ° �, �• e ' • ° G� \I,�,`,�•eFgji�..�S ,� 1 ► --- L [my WALK SEE DETAIL II: , I G P ►• • A I , 4 > G `` EXIST. FLUME,,< wb �`'0 ° '^r r ° ° �• ° e _ 1� _ G% + ~ ��; 1 ° ♦ ♦ I TRUCK TRAFFIC , _ Fl j o� of 6'L ov PAVFM T ^(� SEC U r._ v r 4 ,e5 FOR - �, EN S C � ' •� 1 r' , � • - ° � _ G 1- 4 �/ HALF STREET f--- ! _ .... _ - - - _, . •9 - ' •. IMPROVEMENTS SEE . CURB PROFILE THIS ! r C) 25 5° , ' 305 - . .. - 1 r 4 � a+ P• I , SERVICE AND PARI`'..BUU,Q ' _ r - _ . . _.. .. .l Y - tie. _.� ING� r • ,..._, y s t CONCRETE DRIVEWAY X07 REMnVE .EXISTING PAVEMEVII SEC7'fC3N, "'o ,� ! - 16 , _... - ...,_. _..�,....T_._ _ FROM EXISTING Eft OF.'i5A1(EMENTa. ICM 2bo .. . APRON SEE DETAIL ,T'�',' f f' T l,'-. T_� _,... J_..,,� .�.... ri TO ?KOP&RW fe REPLACE o 4 j j �'` if �_. 1 WfTH HEAVY TRUCK FIG PAW-ME SECTION. SEE NOTE YO. �1 EMOVE _ to 3 U I E _s � cr cl�P L 4 f 4` R BUILDINGS ✓/ EXISTING44 ( 0 dv' - FEATHER WITH /C TO H / _,..... A MATO ... .. ._ _ � - _. . .. ,- .., .__........ .. r ,,,.,. IE '9p.88 /'.._ EXISTING PAVEMENT (TYP.) jTj �, `KYR • 4 ,�♦ - FE .O� I r tc 2aJ F 285 - _ [.._ g f5N 0._ A� -� S Ew e� se MATIN "f ' �, ' t ,' �� ► 5 / I X,� E ..I.. I° # l ?e A e�sc e _ L.-CONSTRUCT D 5 GRAD / ° 1� 4 /r`Z, ♦ , STANDAR SIDEWALK I f s ♦. U $I � �I II ^ 1_ _1--1 - L--I f_. et,:� ` CO SLAB ASE M 0 �o/ e,1� F_ El 0 REGA _ • i . . B , NC ON 6' OF IC'0 pAC , TF 1 " • ° TRUCK RAFFI �. I " "� ti9�"° �, ♦ ° `► ' I� 4 ` I• ♦. ,� P. C IP M NT S .TION e �EXIST. C8 � ) .d� e ♦ s' • ° ` ° ♦ ° ♦ I E 10 d (TO BE REMOVED) , . _ 90° P . w Q . A ♦ ° ..r , ` + ' , '�.' ' 4 `. I� ' -- �' r G1i r F • v 4 ° ♦. yet �' I ' _TFG 298-.00 -, N.>•t-� I i I • ,O� t'd ♦ °, ° `► ° ♦I Q r ` ♦ ° `r' C �♦ 4 \ •• •. I ' • `�' i21 � 'M ♦'• �� A 4 • ` ,y� ' PROVIDE �J W W i '� ,ul - p �wED• A JALE:S s .cam O�+G?, I ♦ .° ► •.,° o` ► ° •} + p I . t ° `, ° ° '. ° o� t 81-OCKDt1f FOR HALF STRE' T I • BL IL(71 9�. ,! �� 'ice . 6 V. o �♦ ♦ 4 ° ♦ o �• 4 S,�?M• I FOR 0 NAGE IMFROVEMENTS SEE ` j ") •� •,,,_,. ,.3 � ' , o . ° � I I 1" �✓ _ � ':' ' ♦ A \, . - ,,'� � ° v ♦ . ° ' o �'' 'tt,"'' � ° r,"' a Ct.IR9 PROFILE THIS SHT. c;l ►0- TRUCK QFWAI PARKING c r ,A •� +., ° • ` ° P ♦ o _ CON,.TRUC'� '8f SIDEWALK TO SIDEWALK EXISTING EDGE ..• I PAVEMENT Ter %';� ;,' '. i i ♦ . ' .p� 4 ' ° ► � 'o a ' ° ', ' ' �` o „ moi' ' ° eeo1D 0e '� ?d' "?�� .1 r Pc STA 2+13.72 i yE01NNING Or ':URB RETURN OF PAVEMENT SECTION \ _r' ._ .�_.`y . :;Y.: ° G �� ' Al o . G 2 4 G 1 1 �c �j ELEV. 274.70 c EXIST. CB 1 I SEE NOTE 10 �+. t AT HAINES STOEET OFF RAMP✓ / ° o ♦ A♦ I / ,db , 1' A � . c 2U.80 _ I 1��. �`:� e��. I �-' I� 25' �.r IREMOVE EXIST BUILDING \R t. ti- - VALLEY ` N� c .fit U i 1/34'1- 274.66 AND FOUIIUAT�,ON ?�M � � Q - 274.63 I 1ST 'CURB ` 1 r t '\ c' SIUEWMILK I 23 r'� L G � R ' , � • '� '�e � �. �o� ' •� 1 � * MATCH CURB AT , _ -'-='1 2 0 _ d/ e�°p� 2/, RETURNELEV 274.59 ♦ e . ,. • , • 4 r ♦. . ° . °. ♦ . ' . • ° ... � .�..� ?/J Aft � 18STORM CSP, :4b - • ♦ , r `r► ._. r , ° ►, • -.♦ .. ��-� 4-r . . ° p ° . ♦. ♦ , ° ° ♦ ♦. ' • ? d � I ,♦ ,.. . ♦ � p 4 , 4 •♦ ► EXI C$ a.. IE 271.2♦ ab .. I 1 �_�.-... .-,,.... . . . . - „d••--... . _. .�,,._ � ...,. .,.. _ _._. . . :-�,, _ _ • , ♦ . - - _�.... . . ,. e _ _ _ INSTALL WHEELI:FINR RAMP \ REMOVE AND, REPLACE EXIST. r i J }.- - RENCH DRAIN - / I IE 20.61 ---- SAWCUT EXIST. PAVEMENT MIN \ c �CONC, DRIVEWAY / a a 12• INSIDE EXIST. EDGE OF CONS. DRIVEWAY \ CURB CUTS WITH STANDARD �'�'o ;'� ,'� TRENCH DRAIN � � APRON SEE DETAIL CURBS, SAW CUT ANG REPLACE APRON SEE DETAIL \ 8 CONCRETE SIDEWALK 1y..I cn �n PAVEMENT FOR HALF-STREET I INCREASE WIDTH TO 40' 1 PAVEMENT AS REQUIRED HOLE �+-30' SEE DE'T'AIL / / CONC. ORIVEWAY rJ IMPROVEMENT. MAINTAIN MIN. 1' CLEARANCE CONCRETE DRIVEWAY / APRON SEE DETAIL BETWEEN SOUTH EDGE. OF DRIVEWAY 1 ' S.W. 6 AVENUE r;' APRON SEE DETAIL •- - APPROACH AND EXISTING MANHOLE. , ° STORM M ,AWCUT EXISTING CURB _ _ FOR DRIVEWAY CH ! � V , , � I , R 281 ,6 .. ..,.,.,._ --- _....... ...._.......... .... . .._._ �-... ......._ ___........_....._ _._._ ....___._. .............__- 271 71 ; • I ?'g1 �� EXIST. CATCH BASIN / I 1!!" C§P t2 c � '..� LXl� •..._ 119 RIM 287.37 I NO. r' ( rbc � `��,� P RIM 278.91, IE 210.3., Lw L-5) PPOJECT NO. 318 CD 11 12c1c:►Ir► �;N ;,,TH AVENUE 8 OF 1? IF THIS DOCUMENT IS LESS d Tfir III lIl III III III III I I III III III I f r�-rTT� rlT IIT rIr r r t(I I�1 7� �1 III III I I III III III III II ! ( III III I I III � III ' II) III III III IIIIIII III III VIII I • APRIL 2a M ' ITC+TELE THAN THIS NOTATION, 4 6 8I �I 94 � _ S DUE 70 THE QUALITY OF aw,,�, THE ORIGINAL DOCUMENT. - .� S Z 8Z 36 LZ �9Z Z 1►t SZ Z TZ Z 8i 8t GT 91 4t 6t Si Zt TT L 6 8 L 9 Q 6 SI ZI T IIIA IIIA IIIA IIIA IIIA IIII�IIII�IIII�IIIIIIIII�IIII IIIIIIllilllll�llll IIll�llll IIII�IIII II III�IIII IIII�IIII III��IIII IIII�IIII IIII�IIII,IIII�II I �►�IIII �I � I• � I IJ.II lllllli, IIII�WII - - 1 I 1 ! STORMO 7 ,iv�tu DATE J RIGGS 7190 DRAWN DATE GRAVEL CONSTRUCTIONJ REIMANN 7/90 F NTRANCE -- L E G E N D - - CHECKED __. _. ATE 8" MIN. DEPTH OF CLEAN PIT PROPOSED CURB INLET RUN OR 2"--0 GRAVEL ON Oc G� EXISTING STORM MANHOLE REVISIONS Q � O o, r` SUBGRADC REINFORCEMEN, & �U r'' (1�3y _ .....-_ , . - - ............. _._.... .:... �. _ _••• . CMANHOLE H LFGENERAL NOTES PRaPOS GEOTEXTILE, � EXISTING tAfCH iASIN....... ... .._ ._ ! ••.•.. 1) ALL MA1F_RtAIS SHALT BE IN GLAD PHl^SI;'.AL CONDITION TO � �� , , � , � /, L�,., ■ PROPOSED CATCH BASIN PROVIDE PROPER SEDIMENT RETENTION. ! EXIST. EDGE OF PAVEMEMT FILTER FAFiRIC INLET BARRIER 2) THE EROSION/SEDIMENTATION CONTROL FACILr11ES SHOWN ON THIS D, � � .- / -- STS---- - - F_XISIING STORM SEWER PLAN MUST BE CONSTRUCTED PRIOR TO ALL CLEARING ........__i,1._._....................:_ .t................ ..__ ... ..::......... __ _ . .... . ___._............._.._._ _ ........... '., �� AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE " " - -- PROPOSED NORM EWER THAT SEDIIA(=NT LADEN WATER DOES NOT ENTER THE DRAINAGE ��' DRAINAGE VALLEY S'Y'STEM OR VIO:_ATE APPLI LE WATER STANDARDS. \ C^ r '� � -- — ��_..... � �' ='• � �� •...._-•....''' /' � ,/.- �2gr. RIDGE — . ... , •�,., R\ ----*» � ,'..• '' ;• ../ .....• r ZEA �..,.� �_� �..� PROPERTY UNE 3) THE FILTER FABRIC SWILL BE PURCHASED IN A CONTINUOUS ROLL. / 1��•!; ' , T f1�' ;'j 12g3 -- --- -_- -- -- -- --- - ' / / CUT TO THE LENGTH :)F THE BARRIER TO AVOID USE O. JOINTS. 44:11 aWHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL. BE SPLICED ' �; , �',• /,! ,'' TOGETHER ONLY AT A SUPPORT POST. WrTFi A MINIMUM 6--INCH , I , OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. ,� ( I + , ,I I I I , �• , . ; ..-. .-- '- 4) THE FILTER FABRIC SHALL BE INSTALLED TO FOLLOW THE ; ! I CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED /� I t•' � � ' I , �r ,._•--- J A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE I - T i I � / r r I � W I - I ' I `', i(i ;`' --r-�T= , ` ' i„/EXIST. BLDG. J Z I �r GROUND A MINIMUM OF 3U INCHES. I� W V, 5) A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE UY 12 N INCHES DEEP, UPSLOPE AND .ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC 1.0 BE BURIED, Lj _' FILTOR FABRIC - -- - -�- I I INCE' BARFtIEF TYP L 6) WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE , , , I ( I .� • , SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE '; ' I SEE DTI TAIL ; ; , "� i --- '.._ '_� -_ �__, U � vi : w II . RIM 291.21 _+ o - SIDE OF THE POS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 j , ; ' ! ; I ' ;' r EXIST. �; z INCH LONG, TIE WIRE OR HOG RINGS. THE WIRE SHALL EXTEND INTO CURB N THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND v ^ a 'r ' MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 7) THE STANDARD STRENGTH FILTER FABRIC, SHALL BE STAPLED OR -- WIRED TO THE FENCE, AND 20 INCHES CIF THE FABRIC SHALL BE ' I I ', _-- __+ i EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND 'I •� { • MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 11 FILTER FABRIC SHALL NO f SE STAPLED TO EXIS i1NG TREES. t— + PRPC�C S M 1 �,gt:) 8) S'E'DIMENT FENCES SHAIl BE REMOVED WHEN THEY HAVE SERVED / I THEIR USEFUL PUT:POSE, BUT NOT BEFORE THE UPSLOPE AREA HAS 312 , CLEAN OUT BEEN PERMANENTLY STABILIZED. � � i I ' ' ,` " ,,, � : I , , i s' �Yj'� i' ,' � I I I I I ti � ` � , I � ' ` I • ` 9) SEDIMENT FENCES SHALL BE INSPECTED Ry APPLICANT/CONTRACTOR , + , I I ' - _� i-'r' �* • 00 IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING / ,' `, , _ r 4_ , /' , 2g d PROLONGED RAINFALL_. ANY REQUIRED REPAIRS S Q E HALL_ BE MADE IMMEDIATELY. f EXIST CS 10) AT NO TIME SWLL MORE THAN ONE FOOT OF SEDIMENT BE r I + ! RIM 253.3:5 r ' ` t• .. I I I I I II ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. 263 ALL J - f `rt i I + ' ; ,/ Ex15T Ce_ 2'�' c .,g� ,/ " - CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR � ! I , TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. l, 151 1 1) STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT �/' THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE T. r +'" j I { I I I i �✓� _ `"' EXI` 6" PV I ' i •i �• " r DURATION OF THE PROJECT. ADDITIO M I , , ,._... ........ -_��u. _ �j _ _ d,�_:.lL.�.:1 NAL EASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR ' ' , _ ' l / THE DURATION OF THE PROJECT. _ _ 12) ALL EROSION CONTROL WORK WILL FOLLOW THE REQUIREMENTS AND DETAILS AS DEFINED IN THE EROSION 0 ,r / -f• �' VALLEY C NTROL TECHNICAL '' '' •" . �•,. � ',I GUIDANCE HANDBOOK,' 1989 EDrnON. •- r rl ' _ _....._... r ,'T '' /-r . , 13 GRAVEL CONSTRUCTION ENTRANCES Y B A -'` '' "•� ' " • MAY E T LOCATIONS OTHE>k - .._�.. __. .._ . _... ._,. � THAN SHOWN, HOWEVER, THE GRAVEL ENTRANCE REQUIREMENTS WILL REMAIN THE SAME. I i ,... RAVE L'r,+ F ,..a wERIC E AND CARTS BUILDING -( ENTRANCE , - 8" MIN U PTH OF --LEAN I i JN OR w I \ ,1 rr �....... _,.�..� ........._ _.,.....„_ .�... _ _._.. .. _., , S Lfb r RADE R E'N F GRAVEL R J _M E h. -Z f3,, � � l�. T�f/, 1. jl { r ► GECTEXTILE, AS RF,,,'IkE :. ' \`\ �• ' •. ,_ '� 'J'/�''!, 14” O, 3 / i E�.._.;hD' CMP I i.... .,_ , AWL Admip / r , r r 1 r , , : , J - • - 1. C._ _ .. . L• � _ GRAVEL CONSTRUCTION O : - NTRANCE MUS DEPTH ..CLEAN PIT RUN OR ON 2 -0 'GRAVEL � SUBGRADE REINFORCEMENT _ T , EXT S GEO ICE, RE I 7E�X'I �D�ITCC I N LE • // jJ 1 EY ,, , , 1, IT ; ` , ';\ // ,• 18'•IE ^ STORM CSP Q ' 71.24 50 r 25' •R-7_-,_ ' R Wil EX14�-'ZT3� -✓ ' /- ' IE 270.61 EXISTING STORM MH / i a I rn i1 Jr• / / ' EXII. STORM SAH T i I i <' ---• _. ____ _._... ......_........_....- �.�. .__... ..._ _ _......._._._. __._......_ ' _ - .. --- �. _.-_-•G-- _.... -•-•�_ w _ _. _ CSP� _ � {,�� . __.._.... . ��7 ,.�� .. �). CSP .> EXIST. CB 4,` -EXIST. CATCH BASIN! �. , I –1' \Y CSp S4" a ?' 8 6 , I 241 SP � �3' i sHE�r No. � IE 270.33OF N I •, , -., 1�� r. '1, �� PRO•!FCT NO. 318 CD 11 12(:)('.')(:) SW 66TH RVENuE 9 OF t _ l + IF 711IS DOCUMENT IS LESS �11111f �lll III III III III VIII III IIIIIII Ilf Ip >T �1 111 1 11 111 1 ( III III (11 TJT II III III IIIIIII III III III III III Ijl I I IIIIIII ' III III III III IIII I ' II III VIII I ' rt••• ., ' 111 12I I � [ �' fel I ( 1 I I I I i I I LE�.IBLE 'I'1iAN 'I'NIS NOTATION, I APRIL 2�3 994 IT IS DUE TO THE QUALITY Ota" ,J�ae THE ORIGINAL, DOCUMENT. — -.-1_1171-7- — _ __ __ f dE Z LTZ 8Z Z 6Z trZ Z i�Z Z 8[ 8t t-19t '?t ht � ci Zl�tt� I 8 g L I �9 4 � EIIillIIIIIIII�IIIIIIIIIIIIIIIII►i illllllll II111 Illlll ►1l lllllilulllillllllll�11111�� Ill�I ' I IIS► IIS �� i�ll��l � Illlll III r I GENERAL N01U U `.'TORMO 7Ly0 GENERAL jATE J RIGGS_ 7j!9Q i. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL �Y:L'1NG '.IIIUTIES 21i. UNDER' lJ►B hRAIN PIPE SYSTEM SHALL BE INSTALLED DRAWN - BATE W'THIN THE PROJECT �_IMITS PRIOR TO REGINNINr: ('WIN(' A'�' .'TUJTY CUNSTRUCTION. ACCnRDING TO '.HE DETAIL SHOWN IN THE FOUNDATION Iry PAR' "Il AR THERE IS AN EXISTING 12" INCH WATER UNE (T1GAK WATER DISTRICT INVESTIGATION REPORT PREPARED BY GEOTECHNICAL J REIMANN ?,.'gQ_ RUNNING NURT1- '' fir,'ITN THRo UGH THE MIDDLE OF THE SITE. rK;ARD WATER DIS*ICT RFSO'1RCE INC. CONNECT UNOERSLAS SYSTEM TO HAS PIANS TO RIF!n: ITE TINTS LINE TO S W 68Th. A'rENUE THIS SUMMER r,ONTRACTOR PERIMETER DRAIN AND CONNECT TO MAIN STORM URAIN CHECKED NATE SHALL CUORDINAT`�, IF NECESSARY, HIS GRADING Ahlt, JTILI'r WORk NRTH THF TIGARD SYSTEM. WATER UISTTtK:T'S WATERLINE RELOCATION (46.39 -1554' CONTRACTOR SHALL COORDINATE ALL IRIE,'Tr RELOCATION WITH AFFECTEi 'TILIT'f �YNCF�xISF�E^CAICP BIIS�h DIRECTLY AT nADBNi,VE7 NO INSTALL �LET �,� y�jL X01 /1�p� y REVISIONS COMPANI ca' 027 rr.\i Oh y0� %`Jp ` ct 0/20/90 ® g i 31 INSTALL r)' PEHMRATED PLASTIC DRAIN PIPE ALONG ' 2. ALL CONSTRUCTION IN THE RIGHT of WAY OR EASEMENT SHALL BE IN ACCORDANCE t XISTING DRAINAGE WAY. WRAP PIPE WITH FILTER FABRIC: Nr � MI .,r",. _........ _. .....................-_.- - -._ ._•.•...............___._. ....._...__.... . _..._._. -.............. ..-�_....._........_-•-_......_. .........•• 9/20/90 WITH THE CITY OF IIGARD STANC"i SPECIFICATION,:, EXCEPT A.S OTHERWISE INDICATED BA KFILI WITH CLEAN 31V-0 TO 1,'4 -t. � r � { - GRAVEL WITH �..r_..__._-__ ...._............ .:............_..._..__..__.__ ,r� OR NOTED LESS THAN 2 PERCENT FASSING THE Nr,. ZUG SIEVE I r �q hZ, 9/24/90 ® t 13, J'. (WASHED ANALYSIS). ADDITIONAL PERFORATED DRAIN PIPE r ``'-,EXIST. EDGE OF PAVEMENT � 10/22/90 3. EXISTING TRAFFIC SK,'/iS SHALL HE RkL.00ATW BEHIND PROPOSE[) SIOEWAL-h AS MAY BE NEEDED AND WILL BE INSTALLED AS DIRECTED / 11 ' DIRECTED RY THE CITY OF TIGAfiU BY THE ENGINEER. CONNECT TG EXISTING CAPPED DITCH INSTALL CULVERT 3w01r EF OF 12' CQNC j INLET. ( ) 4. ALL ON SM ',.!TIIITIES WILL BE CONSTRUCTED AS TO CURRENT OREGnN PLLII„IRIN•.` CODE _. ... _. ..._. •.+ ......... _ _ ,. OTT6M T{� DAYt_IGMT EXIS""_. G/S LINE A�iO TELEPHONE �1pE _. .. �.,d.. - ...f............._._._.-.�__... ?C31 10. 30 X90 STANDARDS S2. IWERTS OF ROOF DRAINS INTO SUMP TYPE CATCH BASINS of -" - --- - _..__._ 1'_ -_-- - SFA L EQUAL THE INVERT r)F THE OUTLET PIPE. I SANITARY SEWER EXIST - -- - '-- - �- Pb LE r` T ... - -- - - 12" w - == "�R - EXIST. PO FIRE HYTIRANT EXIST, POWER POLE / \�7Q _ co r c / 0'01.04" E 209.96' .....� ~.�-.. / ZC�At 5 ALL SANITARY SEINER PIPE SHALL BE P.V.C. BEu. AND ;;PIGOT WITH RUBBER CASKET {,...,: . 1 I W/ GUY WIRE T ._. N, ___ __-__ -__ L E 0 E N 0 JOINTS, ASTM 0 3034 SDR 35 P.V.C. PIPE. , I• �- - , �,�, •f -" I I r" .. t Irw, P(YM E �?_ ... ......_ ___ _._ N PROPOSED CURS INLET t 6. THE END OF ALL SANITARY SEWER SERVICES aHALL BE IDENTIFIED BY A 2'X4' STAKE / I - T-�-„`- EXTENDED FROM THE END OF THE I ATERAL TO A POINT 2 FEET ABOVE THE GROUND AND C� EXISTING SANITARY MANHOLE LABELED 'SANITARY SEINER.' / i I ; !• ' i r. .. .. , EXIST. TRANSFORMER Fx :AIN GUY TO E Q EXISTING STORM MANHOLE W 4 ' I/' REL, GATFp (41' gTNERS� / ® PROPOSED STORM MANHOLE �j Q 7. ALL SANITARY AND STORM SEINER STUBOl1T5 SMALL BE PLUGGED. / I I I I I r I � 1 l I I JW /^\ I EXISTING CATCH BASIN O Q Z m h r u 8 FOWLER TAP' OR SADDLE TAP CONNECTIONS SHA,,1 BE I:SEO FOR ALL SANITARY I I II J , 1 l ATERAL SERVICES TO SANITARY SF_11VER MAIN LINE. ' ... • PROPOSED CAT':I r BASIN x III -. .' I' W I - - - - - - G- - - - - - EXISTING GAS LI'JE I W 90 9, PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON SHEET 4 I I i ,r / / I Z EXIST. BLDG. --_ --w EXISTING WATER UNE (METZGER WATER DISTRICT, 0 Z WATER /' i j I I ( I I I ' t I' , I - �N-- -- --- EXISTING WATER UNE (TIGARD WATER DISTRICT) ^ PROPOSED WATER LINE 10. ALL WATERLINE CONSTRUCTION WD'HIN PUBLIC RICHT-UF -WAY OR EASEMENTS SHALL BE IN ACCORDANCE WITH KW-W.A- STANDARDS ANL METZGER WATER UISTRIC' I I �' I j ` I I� / j �r I -� SS--- EXISTING SANITARY SEWER Q, .. v STANDARDS. I I i I 1' I I - - > l-- _ � rn / I I : I I I 11 I ! I I S PROPOSED SA.'VITARY SEWER O = 4i I I -+ - +1---+- ` - - -- -- - E STS- -- EXISTING STORM SEWER A U W 04 o � 1 I. WATER MAIN t IPE SHALL BE DUCTILE IRON, CLASS 52, CONFORMING TO ANSI A21.51. I I - -� cr 12. WATER SERVICE., SHALL BE P.V.C. SCHEDULE 40 PIPE. 75 ST PROPOSED STORM SEWER U �� 3 o r 41 6 " RIM 291.21 A EXISTING FIRE HYDRANT 13. ALL FIRE HYDRANT ASSEMBLIES SHALL UTILIZE RETAINER GLANDS, AS PER METZGER / ' I I --• . 0 EXIST. I PROPOSED FIRE HYDRANT �+ Z J o 4 WATER DISTRICT SPECIFICATIONS. - - Z fV o a CURB '�� ,•/ � O EXISTING LIGHT POLE v a 0 14. ALL WATER PIPE SHALL MAINTAIN A MINIMUM OF 36' OF COVER AS MEASURED FROM i I i I , � / "/ _ ____-_ N a�U` ® EXISTING WATER VALVE FINISHED GRADE. tI. EXISTING WATER METER 15 PIPE BEL ANO AND EIACKFILL SHALL, BE AS SHOWN ON SHEET 4. 1 � -- - - j -- `g EXISTING POWER POLE ' f 16. UPON COMPLETION OF THE INSTALLATION OF THE WATER SYSTEM, M.1. WATER LINES ' I , ----- . _- �.�.__.__- � . N L- ----- .•--.-•. -••--- _ ISTING SPRINKLER VALVE O EX N SHAM BE TESTED, FLUSHED, AND DISINFECTED IN CONFORMANCE WTTN APWA EXIF'TING SIGN SPECIFICATIONS AND THE REQUIREMENTS OF THE ME ?GFR WATER DISTRK:T i -- w I } I +, ,1 T - , .1C�1 EXISTING GAS VALVE 17, ALL WATER FITTINGS SHALL HAVI; THRUST BLOCK RESTRAINT AS DETAILED ON SHEET � ' - I o ------ ---- ' l CLLAYOUrr I d- 292.6 ' ./ S 18. REMOVE PVC SERVICE LINE INE FROM WATER METER TO EXISTING HOUSE. INSTALL -_ - I ' ' I ,' BO ��/ ' SERVICE EXISTING, WATER METER TO WITHIN OF PROPOSEC BUILDING / , 7- 1! , I ' , , J. "T� - IF 288.75 �f-.- -- T- Ex12�2.02- Q� '� 0 ,... uT VERIFi METER SIZ,F PRIOR TO CONSTRUCTION. I - I '. I i ' I ' EXIST. QGHT `z�`3 ��tj J - % " � .. POLE Z 19. INSTALL MJ 12"x8' TAPPING SLEEVE WITH 8" P-xmj TAPPING VALVE WITH THRUST BLOCK. r ' i I ' , I I - EXIST. SAN. MH \ .� �� 'r FIELD VERIFY DEPTH AND LOCATION OF 1 Y WATERLINE r'RIOR TO CONSTRUCTION +_ , \ ��, a /' ��'" //r , `� IE IN (E' 271.97 20. EXISTING WELL TO BE A3ANDONED ANG• CAPPED. ANY WELL THAT IS TO BE ' - / IE OUT �W) 271.87 , PERMANENTLY ABANDONED SHALL BE COMPLETELY FILLED IN SUCH A MANNER THAI I I _ 4 VERTICAL MOVEMENT OF WATER WITHIN THE WELL BORE, INCLUDING VERTICAL :/ , � ;';, -� 'r.. 1 I , , � I , I ; ,. OL ., � , EXIST CB MOVEMENT OF WATER WITHIN THE ANNULAR SPACE SURROUNDING THE WE,1 CASING, IS r ,;,, {_ I , I , HT RTW 3�• EFFECTNEL' AND PERMANENTLY PROHIBITED. ALL FLUIUS WITHIN A WELL ARE TO BE ';f,; I 1 I t I , , i r- ,EXIST. CURSED ' ). I r , I 11 ISLAND rY�. EXISTING PERMANENTLY CONFINED T THE SPECIFIC STRATA IN WHICH THEY WERE ORIGINALLY rAI,"",/ -�"- I WATER IENCOUNTERED. � M LOQ VO _+ ' _ ".__ --_______--` METER XIST WATER VALVE18 ,8r STORM ; STORM -� 1 (TYPICAL) THE CONTRACTOP MUST ADHERE TO THE MOST RECENT VERSION OF THE FOLLWINC I�1( s'1 `- �_ _ I , l I $ __- �, SPECIFICATIONS ANC,/OR REGULATIONS IN PROCESS OF .ABANDONMENT OF THE ON-SITE / /' /, WELL. SPRi•. ' EEANKLFR DETAIL.VAULT r SEWER PIPE 1 r T "RULES AND REGULATIONS PRESCRIBING G S rnp THE CONSTRUCTION �� / f / I ! / GENERAL fANDARU� j r ' I - 'y�.I ! j /� % '�'/ I F C -2•• SHEET 5 \Y AND MAINTENANCE OF WATER WELLS IN OREGON" I "' EXIST. 6' PVC- '�sr 1 i i i ;�' �' �,! _.. .., R 4. 11 / , , _ ,•rte � 1 „OREGON WATER LAWS" 1990 VOLUME I ANG u + rn vl r = - ....� -��.�.✓• _•_... _ ...� -/ !. - /S,l.��._ 8" TAPPING IEE CONNECT TO EXISTING 10' CMP %;; _ I - ®� � STORM SEWER VoIFI DEPTH AND LCCATION 5� N O.00►33" E y , 239. '' v r 260 LF - t C' STORM S=WER P,r F f PRIOR TO CUNSTRUCTI,ON o `R"4 PICC fQF' ° ' 21. TRENCH DRAIN SHALL BE 'PGLYDRAIN' Scl WITH CAST IRON INLAY SLOTTED GRATE. 4 y �'� 4 ,pRA1A.'�T,1'F•) ° �-\ �• 4 o, G -P °, '�,; O S¢0.013 NN ` - THRUST BLOCK GRATES SI,-WI BE SECURELY LUCKEL DOWN WITH BUILT-IN CHANNEL LOCK BC'-TS. "'- 4 " • , o 4 TRENCH DRAINS SKULL BE 114STALLED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S _ f�, I ` ' O r''~ti ' " 4 ' ' 4 ► G ~�� ` C a.R111 �2e0 5 _ r?'_ r' �P ,, 4 C•, s ' DETAILS. A MINIMUM OF 4 ,NCHES OF CONCRETE SHALL BE PLACED BENEATH EACH -- - CHANNEL ".• ~ L ? / . .__ ._ r ,� ,// , P^jC - FIRE HYDRANT r-CONNECT TO EXIST 31(7 :./ ~' -" / 5 SHE DETAIL CSP W/ SADDLE TAP tt ON-SITE C,�1Tr H BASINS SWELL. BE LYNCH SYPHON TYPE CATCH AS •�+� � ''` %, , 1 $TI C S EET 5 NECTION E 270.88 r BASINS SHOWN Ih /fir•._ tM TERM QX CON , F DETAIL ON :. -.-�.._• -: __ - i St IEET 4. _ ._.. -- - I �- __._ .__..__ .-r - MH ' I TO VERIFY _. -_... __ _.. .. •,` _ EXISTING ,.. WATF ...... ....... ... ... .. ... '.�� . . ,. \� RUNE '' I' E B I (FIELD :. _. _ Z EM FE IS. CMP FLAY I IJ:Ir `H0 30`, _ `"--_ _ _ _ :- ::: '' / ' SFE NOTE 'I 81`2 WITH 2" SADDLE TAP , /LOCATION) - ..._ - - _ '' - " / -R M 284 67 (BY METZGER WATER � I 4 D vEftl .PXdi OCATIU EXISTI CMP R TC TRt1CTl - - ,, _ - _ _.._ i4 RIM 2 DEPTH .1 - - - SEE NOTE e !� DEIST. SAN MN _ iE IN 'N 77 1 �. REhtD1t'.E _ M _ _ I 9 + .C� _.... _ . .. _ +,. �( E IN �SE)2280 77 IF OU r`SW) 7276 99, D :,'r Y yY• ' � '� TRI�T; 25. CONSTRUCT STANDARD MANHOLE OVER EXISTING 24 CSP AT APPROXIMATED 3 FEET -• r ! 10' CMP 4 1 O -1=0.0,355 S2' IRRIGATION TAP W FROM PR ERTY LINE. FIELD VERIFY DEPTH AND LOCATION OF EXISTING '24' r Tr S�� IE 293.4•Q _ _. \ \' ,..._ _ -- -- s o` , , IE OUT (S 280._„ o / SP PRIOR 1 CONSTRUCTION, AMUS' MANHOLE RIA/ To K, � ABOVE FINISHED,GRADE _ _, _.. � f�"/ � - _ .... Ir 4 / / / -r f •�•.• _ , .__...I �._... _ T. ...� ...y ...�._ r r... .. 1 r o n - l ✓, - Js GAS- - VAI 1 2 W,BRAS GATE . 1 _ f VE _ C � � o _� J } -EXIST VE / } C S �� f .<', /, �>`, / , I F ,. . �( ~ �' T METER W/ BOX 26. PIPE BED,I G'AND BACKFILL "ALL BE AS SHOWN ON SHEET 4. - _ � ` TTT ! ,dr� • �22f J� 38 LF 161 *KM ,.•. �I 1-111-r. DOL CHECK PVC DRAIN PIPE SEE NOTE 29' 2? UNLESS OTbItMISE NOTA AS STANDARC MANHOLES, ALL STORM SEWER MANHGIES W SEWER PIPs; •' / I d I I., VALVE ASSEMBLY SHALL 9E LOW TYPE MANHrL.FS. SEE DETIIy,;iSHEE? 5. MAINTAIN 3'! OF CO > I' �- , - ' EXIST: IT GMP � (FERC[) 805Y OR �s a ' r - ° - RM (1 CONNECT 6" PIPE I • .. 8' T �Q�} � EQUAL) INSTALLED c _ F / ' . : v I 0 ( 1 �c T , _ L_ _ ... - �_..._S�.-.1T_, STORM SEWER 28. CONTRACTOR- COORDINATE WITH FOE. GTE AND GAS GC FoR SEi2V1^,E Tc BUSING - EXIST. SAN. MW F , .. PPE ;LF SEWER �RVICE AND PAFtrs Rtrlt i•ING - c BY CONTRACTOR. `., - INSTALL �� _ I _ P� E : m IE 290.24 C•�EAWOU1. 5 STORM - 1 r. 0 i _ 10' IP w I SEINER CLEANOUT DETAIL �X , (.. . �, ' _ POE M• 84. -v~ SHEET _. ..._ , � I f / / i 0 - E) 0.90 d I e wD I - � IF !N 28 r 4T l I - 4 � IE IN (NE) 280.90 �- --+ l 3 vi + G IE I N) 2.8 90 / P I AIN L �( 1 i •• -� i i 15 t i; r PVC -*-� � I. 87,., -'�---� ,i. _. . % IE IN NW; z80.90 *� _, WELL �_ �T < . ^` IE 'IN %W) 280.9qr3SL - LIE OUT 28U.6G dl__..W iEXISTING; ` . . L 1mq - .... �- - ,d. SEE NOTE 20 o I . kIF3111 P)Ld ; o ! �_ �r / P • )I - I 12 INSTALL 6" _ - •. o P �.;...a..._ I P, PLASTIC DRAIN Plpfs �• + •. EXIST. C6 2 K °; 4000000 ED ' FTtYER 1 ° .' ` 0 4 a b, • , . A + , I• p /, ° ^ F0 I I I ~ v I ST t+90 JN{7ATlUN WALL DRAIN. ( , -1 - ('C BE REMCIVED) F " ._R_X15�_S/r�l. LFi FABRIC. S E ArOTE 31 `n a ` n ��,% ,�, ° ,�. o ° a */� s �.° '. ' " / `,EE FO N ATI( N I ,' q r c, I ALL !QTR IN 0 ) WALL REMOVE cn g LES- 4 -- Xl OWE 4_.0 r� '� I EXIST. CO- •• -•-,- � :' , , e . , � �E ATL _ _ -- --, ', o . ;� E SEF CfTAIL SHIT 5 _ _- • l IAUJ� IM T6 91 LF 10" 9'f`ORM '` ,4 'S 2' STLIA 270.10 �. 10 LF - �, F"•(: r . > , b 6 /, , ' I tnl E to y IE IN t f. VE4FY O NE - . p 05 29' 0 $EWER IPE O Sa0.077 -�I(7S Lc�- ?�0' STB I" `t o r� c OJ IE OU' NW 272.00 ' v - O > ' ELEV' ) ` 8 'E - --- V " S�WER ,P piSg .0�'S o �+ a > '� a MH• 3 61 LF - c I , 00h ST 6 I_ 2" CSP •+` 4 a I�1S'f t FTA RIM: 284.33n \ �/4 r ` . �, a• ` r , ' A .+� ` G ``� RIM• 278 - � " - � a SEWER PIPi�r® T:)RM (C14 CL 2) OF 1 ° -7 INS .R � r 4 G 6' "ROOF��, v ° � IE I� 'E 27 8? � f � I / AS FACTURFt,' BY _ ,e� I- T �. \CONI ,TION\ XIST: .ORCN INLET IE I t; 27'.'1 ` S=0.030 RIM: 27-� 2 / 0 IF SIA ER FO : !MANUFACTURING . / / / II I I I;' ! 4"� �. . „p , �` I 275. I I IE UT .W\ '273:50 �4 Y/ I SER'vl(.E LINE r-EXIST. WATER METFR � PPR F'311AL i - >� v _ IE NE) 27;,67 INC. APPROVED. � R � � K. I N '' 8 k U 4_ �i �; �F 1 �,e $E . TI .10 r% IN NW)IN 271.67 r. k7(ISt. CB i .67 TO REMAIN �"1 VL'RTtIY DFpTH �cLYLOCATI��N 1 - �, ► _.- 1 NDN/_ / + i ) 4' STO IE S( SEE NOTE 18 __ J I T ; CUNSTRUCTION. - 110 LF - 8" STORM SEWER , F• `� ' j SERE'-NO 1� �' DRAIN PT _ 1E OUT W) 271.24 ti r PIPE r J ,� _ LM WiAll - I _ I I �- -� 1 �,� `O EXIT 18'� STORM CSP PSC ROOF I � �--�-� I EXIST. P(WERSPOLE 't . 35 LF - ��'IORM - , , , I I G WIRE 2N' . t 3 '_FZ - cT)FTM } OOU DI41J�I IP _ '; X31 '�4 REMOVE 1IN C N N IN lly Fi' �R� E M 20' /._..�.1., SLOP , . .�' .+. 1K W� X SE ER N t Ti)ItM i.UNNECITION of f e CSP AND DE- �, tiv Pf r,, SEWER PIPE 2 I EXIST. FIR HYO / S / O , --..• - 1 ,, O O '� SEE NOTE 3� U � � I \ E ` ' 1 .. JFZAIr.: PIhh -., .� TO ,GET-t4 i ELECT �ia^�y PIPE INTO ®. 0"'-`EXIST. WATER FAUCET ! > I MH LOCATIu,,' - W T _... _._.... (�$T R•AA•• _FAD X r L � _� - , J 7J •_�.__ ...d..- r - - . FI _• _�.. _....._. _. _ EXIST SIrJ - -4 XIST CB EXIST APE HYDRANT - ..�.. - REM. 378. ST. PO OLE CH RIM. 2b ._ 1 TER Ci270.61 EXI WE -�.�._ 3 _ pp - R P 's3 - --- --- - - -r �+� - ---•--- E I N (NE) 275.15+-+4N, ...E}-- 5.15 - __ Z� �1�,� 0 - --- _- .__y� _ __ EXISTING 2,C CSP To - IN PUKE BY AUG, IE - --- �- +- 1 • ,..._ _ - , _ PEb DITCH INLETS _TRENCH N - - � . , ---- __ _ FROM CAP 1990 EXISTING ,Tr)RM MH EXIST. SPRINKLER u EXIST. POWER I EXIST. SPRINKLER 8- W - BE-REMOVED - - - IF IR FROM OCH..BASIN - - - - • 8" W--`- SEE - - _i f W M 2ti�.� -- \ VALVE POLI_ (TYP) VALVE � 1 EXIST. SAN MH � IF OUT�SW, 274.65 (HELL) VERIFY) tN 10 IF 290.42 I i I --��.� - - SEE WOTV 25 I 8' CSP --,- --- - - ---8' CSP SS_. �_ - - (N&274.94 �O ---- ---y- -8' CSP SS-- .._..- -, _-- •I - - - - -1' G - EXIST STORM MH IE 0111 ) 272.55 �T__aTQft MH EXIST. SAN. MH IE IN N 290.34 . .. ....._.� ..._.. . ...._.._ _.. __._......... . �.L___ ....___-__.... ., I �77�264 94 � 1 ,G ' I' RIM 281 �g � , -_- UTt ` IE IN �E 281.31 - -•.7 --- ,!_ ._ r, P- �, IE '7 � ; 6$.90 �., �jti .�._ � - EXIST. CATCH BASIN"'• IE OLIT (S) 280.28 / �`- 1!!" CSO A� 'S � � � S EXIST. CEI EXIST. SAW. MH - -1 G-- RIM - - - r 5 RIM 297.37 \ r I qa'b 2M SP �G14l�T__S�fl.-.. IE 279 33 R tr 73-11 :c SHEET EJC). tk ^j �~ y RIM 278.99 Z� 30 of 30 -A 940 �� 1 LSF / � �,� rGrb ° IF IN �ES 26T,17 _ `1. OVERALL 140 AUDITIONAL LINEAL '� --J SCALE: 1" 30' FEET OF Ii PIPE OF PROJECT �;0. 18 CD 1 I 121I:►r�0 SW e6-T H h NUE 1 '-IF I LEGIBLE i fjl[T] 1Tf P I ( fitl f I I I 11IF TEAS DOCUMENT IS LESSlI li ili 1 i 1 1 1 I Til Il lr II � j i 12 1994 '� I7 I IIAN 'I H1S NO CATION, - 1 --- �____3 �� ,__ �� I____v1_�_- 7 _.._ 8� �_. ✓ _--- ! 1Qi _ 11 APRIL 23 S DUE TO 'PEE QUALI I'Y OI -- No.36 ==='.•• THE ORIGINAL DOCUMENT. ---ti-11 - d"' g,"'IH11111111 ----.-- - £ $T. LZ 9Z �. 6Z Ivhill ZZ OZ 61 8I Li 8T 41 6i £i Z1 iT i 6 8 L 9 4 fi S Z i�iruel I IIIA illl I! A IIIA IIIA III! IIII�IIII Illllll1 IIIA IIIIIIIII IIIAIIIIIIIIl�llll illIIIA IIIA I II�II�IIIIIII�IIII III 111 11 11 It 1 �ll.11ll 11 i 1uilall.! II Illllll lll!III!I il!!I!rl!i 6 I� J ST/CRMO - J�0 DESIGNED DATE �o� --- MAX. J RIGG_S 7/90 6'. 6' Io GA. o" MAX t5' o" MIN _„4 R/W LINE DRAWN DATE MESH __` OFIVEWAV I MAKE SURFACE OF _tel REI MAN N- - _�90 -�---'i----- 1 GROUT FILLET SMZIOTH 9 I 5•• •' ••' NOTE : CHECKED DATE FORM GROOVED INVENT TO �; ' a ! HOLES PRECAST OR UORED FOR !•TSPS OPTIONAL I I \ URECTION OF FLOW. REVISIONS N StOEWALK I ', SHALL BE HORIZONTALLY $PACED 12• -------- W LOCATION I CENTER TO CENTER. MANHOLE STEPS a _ . > I i• MUST BE TtSNT AND FIRMLY EMBEOOED. B ,.�• CON7RpCT10N JOINT � �- - :• ��► EXPANSION JOINTS I B I V / � SIDEWALK 11 CURB JOINT EXPANSION JOINTS I I NOTE: �8• 1-1/2"" RADIUS 1 INLJiT3/OUTLETS AS 9'. 12' / ! f REQUIRED 6" CONCRETE CURB A MACHINE PLACED =° 2 2" FACE OF CURB T EPDXY BOND I 1 II^•. 7' 6' MA 6" MIN �M"3_Q" �' SUBMIT TYPE FOR REVIEWIs I 1 J" MAX. �- O- MAX. STANDARD MANHOLE 3 - CLASS "C" ASPHALT CONCRETE FRAME AND COA-4 ----- -- ._ I` FINSH GROUT 2-3/B'� O p 4 000 O O O O OaLlO O�` 8' - 3/4"-0 ROCK BASE - GRADE �� • I 1/2" EXPOSURE .1 - _ - - - - - - - - ��- 4 ` \ COti;PACTEO SUBGRADE FRAME - RISER RINGS VARIABLE I\ 4.1/2 - (MAXIMUM 1'0•'1 -- - -- - --- .- -- Q SAWCJ 1 ANO PLACCEE�COLD JOINT, s /C }.� ' • ,p IL USE IN MORTAR �p•'J ELEVATION 6-3 40. CS-306. J I O r- z � I� CUTAWAY VIEW _ Ill � aREFORMF.D PLASTIC ;,ASKS; I o ^ 5 I In 01 I PRECAST W to N sTR l I I� NQIES. _I SLAB I ___. PLAN Lo N CONCRETE • a8., Ld O ----� -----� 3 1. EXTRUDED CURBS SHALL BE USED AROUND PARKING AREAS UNLr. :�) .I STANocao ae" '_:/B" - - .z" �T.� u1 w A MANHOLE RISERS. -� IQ GA MESH /I 6" 2. MATERIALS PLACEMENT AND COMPACTION OF BASE ROCK do ASPHALT I, Iz" 3/a" I I ll _J l,.i N 2" OF 3M' w1Nus CONCRETE SHALL CONFORIA TO AMERICAN PUBUC WORKS ASSOCIATION 1"/F SLOPE MAX -- ° U > r` o I-12 ADovE , -T (�i � rn � a essE (APWA) 1990 STANDARD SPECIFICATIONS. ' - I 2-1/2" r r �D 4 SECTION A-A ! !;, I�� ! �"� _ � - --T---� r) 0 - O r. _J I SIDE FRONT w o to cy I. AFTER SHALL HAVE n MINIMUM BREAKING STRENGTH OF 3000 P5.1. - - • ' t_ MA7ER'AL: 3,'4' GAL/AN12E0 ;TEFL OR P �) N Z r- MATERIAL:AFTER 2e DAYS 6 SACK O . . TaINLESS STEEL SAFETY iY{+L'. J z 2 CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM f,2" RADIUS a �• TTS 12"LAYER COMPACTED A S -M A-- 2C7, CR :'VPRO':CG 7 -� O ALJkG BACK Of CURB J ,RAVEL �3/A'-01 EOUAI- LAJ O c o ,1 - I C� CL I la1 EXPANSION JOINTS SMALL BE UI PREMOUXD ASPHALT IMPREGNATED o IT i MATERIAL ON EQUAL, EXTENDING FROM SUIDGRADE TO FINISHED GRADE. 4. SEE DWG. N0. CS-300 ANO N0. CS-305. G'0" MIN. o STANDARD CONCRETE DRIVEWAY EXTRUDED CONCRETE CURB AND PARKING LOT STRUCTURAL SECTION FLAT TOP MANHOLE GAl VAh117FD FI STEP FOR PRECAST MANHOLE NTS NTS NTS NTS HALF--STREET IMPROVEMENT \� �tib� LJOTE� STRUCTURAL SECTION CLASS "C" ASPHALT CONCRETE 71 1. BASIN SHALL BE CONTINUOUSLY WELDED. SIDES AND BOTTC'A SHALL O - BE BUTT WELDED OR KI.EMBERS MAY BE OVERSIZED AND FILLET WELDED. - " ILI c`oo DIA. OD OUTLET 1' R t �-' �' COI` 2 PIPE AS SHOWN 2. ASPHALT COAT OR GALVANIZE ALL SURFACES OF CATCH BASIN AND PAVEMENT WIDTH VARIES DRAINAGE ©LOCKOUT W r 3• 1.D. PLASTIC PIPE sTANopRD usr IRON-- J I ON PLANS CLEAN -Ot.rf. 1' TO H'_ �+ / NOTCH LID FOR FRALE fINO�E GRADE �) JI WITH COUPLING � WATERTIGHT PIPE PLUG �J'j,J,�f Q. 3. BREAK SHARP CORNERS AFTER WELDING$. Ui I _ 1/2" ROUND ON BACK + LIFTING HooK /�� +4 TO s' AOJUSTAeL`. U 2'-5 1/4' - - - - -- 4. ANY SUBSTITUTION REQUEST OF CATCH BASIN COVERS SHALL BE r - _!�`X O J U AAICNOR Bolls f s" �IfI1 - ACCOMPANIED BY CALCULATIONS (STAMPED BY AN OREGON REGISTERED 4" 6" EXPOSURE t� I I PROFESSIONAL ENGINEER). 161" .� - I-I i ` . z' SQUARE CONCRETE BLOCK • �� ' - 1 rim 0.0. +• i s �j WITH ANCHOR BOLTS CLEARANCE SPACE 41IN, IC LYNCH STANDARD CAST IRON GRATE W 12" ` -} I-I �� mE�E CONCRETErPE. (2" THICK - RATED 12,000 LBS-) ca AM OR LYNCH EXTRA HEAVY DUTY CAST Cbz �\� :OVEn 0 FgAME TO �� OR OTHHEWAELPP11bvE • IRON (2-3/4' THICK - RATED 6 1/2' = EXISTING GROUND BE MACHINED TO A �� MATERIAL- GRATE : •.' Elm 20,000 LBS.) BOTH OR EQUAL 3 1/2•-+•I I+ - 2 - \CRUSHED ROCK TRUE BEARING ALL AROUND v • ,4 '. DEPTH TO MATCH (� '� r- HINGE - Lm 12 GA STAINLESS STEEL, %��\/\\/��\ \�/�" •-9 4" MIN. DEPTH GRATE DEPTH -1 C� --- - 2 1/2 OPEN WITH 1 /2" KNUCKLE, , W VJ a /4"-0 PACTI N ROCK LEVEL�'�� COURSE 24 3/4' - � 2 �- GRATE FRAME 10" --i-�- 10" LONG WITH 1/4 PIN (FASTEN ., WITH 6 a 1/4' ,,TN. STL. BOLTS) (2' DEPTH) � _L._ � 95: COMPACTION -� T i COMPACTED SUBGRADE ,�_ 1 jNOTES I - 3• CENT.- -� 4„-0 CRUSHEC POCK BASE (10•• DEPTH) 0 1 0" 1/4' ANGLE - - Q 3/1 6" 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3,000 psi AFTER 28 DAYS. I 22" I J //';• A, THICKNESS MIN. i \ J ----_ 27" ~ Q a OUTLET DIA. EXPANSION JOINTS. s"CONCRETE .1 � i � - CNCASEMF.Ni AS SHOWN T A. TO BE PROVIDED: r�--_ 25 ^ .,'i.•• 3/16" 11 1/4++ ON PLANS _��- 1. AT EACH POINT OF TANGENCY OF THE CURB. ^� _ I LIM 2. AT EACH COLD JOINT. -N •�••. (TYP.) 1 -0, I 3" /� 8•• 3. AT EACH SIDE OF INLET STRUCTURES. (,b �• /.}::;.;`;'•.;. �j40 L - 10 GA SHY. . OUTLET I 4. AT EACH END OF DRfJEWAYS. 1 3 7 C �. :•'• O° 5. AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. O SEE DETAIL "B" 3/16• I METAL_ (TYP.) DSM' B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON-EXTRUDING, T WITH A T�;CKNESS OF 1/2 INCH. 1/4" PLATE (TYP.) 2'-G' 6" g' j' 3' •• _ _.� : n SIDES AND BOTTOM I I �- I 2. CONTRACTION JOINTS. I d • oap ,. . O Ir C r _J. A. SPA.;ING TO BE NOT MORE THAN 15 FEET. �ji B. THE. DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. -- --- --1 IMPORTED PI,,E 2unf "T[atnJ_ ., I r_ 41/ ., �T10N C 3. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORED DRILLED 2 � DUAL B„ OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN do REPOUR'z.D 31" - -0 1/2" SQ ---} CLEANOUT TO FULL DEPTH OF CURB. ELE� &D-0 TANDA?D ON-S TE '• G' _- ;r,SIN CURB AND HAI. T PAVEMENT SECTION STANDARD HOLE FRAME & C0� STOR�EWER CLEAII �- -- NTS NIS NTS NTS FRANKLIN STREET A R/w LOCATE. MANHOLE COVE q S MSH-- A FRAMI7 UPSTREAM OF\ MIP.'. 3" .A C IN 2 LAFT5 PC/PT MAIN SEWER LINE FLOW\ CURB JOINT SEE NOTES AS SHOWN, �- 2% � ST'REET AREAS � OUT OF STREET AREAS S' MIN I 8040 • •. SAW GUT•� I B'MAX. r ��- EXISTING , STEPS . 1 I \\ - T SECTION RESURFACING - / cQMP•cTm sueGR•DE . SIDEWALK ADJACENT TO CURB - . • / MAIN SEWER LINE \\ `l �` R/W / • ./• / Q" µ � \1 1' MIN 6" 2 -- / c• / / \ - -- PC/PT CLASS B CAST IRON COVER 3/4=0 GRANULAR . MATCH FINISHED GRADE OF STREET 7 % I NACKFILL 0 C e FRAME / R04Q (se• Slaneare wan ) s . ' PLAN VI W SET - FRAME RISER RINGS VARIABLE s SEE NOTE 5 1Uj IN MORTAR --"- (Moumum 1' 0") �( ' /' �• bv_ C) LA E EC'•ENTFIC MANHOLE TOP 2' OF Ya 0 I � . .J • e • , u n - ° COMPACTED SUBGRAOE W I ° ° j 0 _J PFEFORMED PLASTIC GASKET SIDEWALK AWAY FROM CURB 2 10 STANDARD 4B"-..- �.`.� N .o, °•° C �. ° o •° a 2.S'-- 5'----------- �, T1 _ __ e 7 MANHOLE RISERS • NOTES � � N '° '� § 2r/o__ { 2%-1- = 48 FOR PIPE 24" COMPACTED CLEAN 1. CONCRETE SHALL BE 3000 PSI AT 2e OAT$ 6 SACK MIX , SLUMP RANGE . �\ •° `� f • •• - p/ 1/2"MAX y OR LESS _t- .a _ /Ir- •,•I•.I CRUSHED ROCK 4 �. °. •'• I o ' t ^ • "• • , , • I ° •. �1 ,J I WELL-GRADED 3/4.-� OF 1 ►2• TO 3" r i, r •77--• 4. /.o L 0 60" FOR PIPE 27' r---'�-f C9 0 g° 'n OR LARGER �� : .o..• _ ••G 4 PC.CQIICIAETE - p• 2. PANELS TO BE 5 FEET LONG Lj ��, A •°•• � � • 1 C ! 7/1'-0'AIA.eASIEROCK W P • • •• °• A •• , o O C% 3. EXPANSION JOINTS TO Bx PLACED AT SIDES OF DRIVEWAY APPROACHES , m ° ' X Iy�� UNDISTURBED FARrII UTILITr VAULTS,WHEELCHAIR RAMPS, B AT SPACING NOT TO EXCEED 45 FT. i -°• •° ~T 4 FOR SIDEWALKS ADJACENT TO THE CURB B POURED AT THE SAME TIME AS THE PIKOASE SECTION A-A MOTE: CURB, THE JOINT BETWEEN THEM SHALL BE A TROWE-ED JOINT WITH A MIN 1/2"RADIUS. THIS TYPE OF MANHOLE $NAI-L BE USED ONLY FOR PIPE SI;F OF 24" OR LESS. •fid, • -••' • . SET IN FRESH S, SIDEWALK $NAZI. HAVE A MINIMIUM THICKNESS Of 6 INCHES IF MOUNTABLE BIAGKFILL INSTREET AREAS ;INSIDE DROP' o a c c 0 o CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION 0,r DRIVEWAY LIF 9/W 19 AGAINSTCURII IrILL ROC•, TO NOT S' _ 'F��FT NCS• o - _ CONCRETE B MAXIMUM 2'O'• so .�• p o o fl J V o GROUT. OTHERWISE SIDEWALK SMALL HAVE A MINIMUM THICKNESS OF 4 INCHES . •ACX Of 9/M L CONCRETE SHALL ATTAIN A MINIMUM COMFRESSTVE STRENGTH Of 5000 pf.l,iN 28 DOTS. INPORTEO 6. GRAIN BLOCKOUTS IN CURES SHALL BE EXTENDED TO BACK OF SIDEWALK WITH J"DIA PLASTIC 2.IP!/K+19 NOTAGAINST CURS, FIL . ROCK 2_ JOINTS SHALL BE scriBEo S/4'DEEP AOD R..%P P1.lIEL3 SMAI.L S' EDGED ON 4 SIDES AND HAVE �� (f VEPTICAL DISTANCE, �,�.!_• 6f O' ___� E-�- 12` L AYER 109 S1W F1t0': CURB A LIGHT BROOM FINISH. /`LJ1JI LL='�1 INVERT TO INVERT MIN BASE MATERIAL(3/4"_U) PIPE AT 2% SLOPE CONTRACTION JOINT TO BE PLACED OVEP PIPE STANDARD CONCRETE MANHOLE SID M ,K SECTION _TRENCH SECTION WHEEL CHAIR RAMP NIS NTS PROJECT NO. NTS � �a 318 CD 11 1IR 31B co 11 JR Lmr-34.om r SW 'JI�'�I H O'•gtr.11 lV 1 1 1"1F I 1 IF THIS DOCUMENT T LESS TI I l I f II I I III III III III �I I I AIL III III III III rTr (� fl l f 1'T-11111I 1111 111 111 111 11 IITill IIIIIII APRIL. 2�3 9y4 LEGIBLE IRAN IH1S PJOTAIICIN L I IIIIC I I I I/L�� I I I 9 1 ,1 _.�_- ., ' . II IS DUE `IO THE QUALITY OF THE ORIGINAL DOCUMENT. - - -- -111,11111111 - - -- -- -2--_ - _ -JJT--- �£ KIS 8Z LZ 9Z �Z 6til Z iZ -07. 181 9�i Li 8i Qi 6T £1 7i It i 6 8 L I 8 4 F T�i I9ry11R -TTY` d ITT- 1 I �r IIIIIIIIIIIIII IIIIIII IIIlillll 1111111IIIIIIIIII{{ {{IIIIIII IIIIIII�IIIIIIII�IIII�IIILIIIIIIIII Illllllli 1111111lllUlllllll illi fill llllllill111111ll11 l � I11tW11llll�l�ll iIII�WI II11111111111111111111111111I 7. ( J STORMO J DESIGNED J RIGGS TUALATIN RURAL. OREGON STATE MET'ZGER FIRE PROTECTION DISTRICT HEALTH DEPT. WATER DISTRICTJ REIMArJrJ STANDARDS APPROVED DEVICE STANDARDSCHE=CKED -Foc REVISIONS 3' SQ. BILCO J--4AL ACCESS DOOR ABOVE //- MUELLER OR WATEROUS CONCRETE UTILITY VAULT RESILIENT SEAT 3' _� _ � 9-24-90 FIRE: HYDRANT 5106 WA OR EQUAL � TEST COCKS WITH PI_UGS 6" READS IN C.F. / NO I E: ----- __ _ - ..___ �.. -HANDWHEEL (IYP.) / ALTERNATIVE BLOCKING, TIES, SHACKLES, OSHA APPROVED _ - -- _. ____ - GALVANIZED LADDER _ _ 5" 1, ETC. SUBJECT TO APPROVAL OF ENGINEER. - 24�- - SPOOL FLGxPE I 3'MIN. I RESILIENT SEAT GATE VALVES FDC MIN. RETAINER GLAND n -- 3 I OS&Y, CLEARANCE AND N r- �--5'- \ / ! KEEP JOINT FREE ' 36"MIN. ANGLE AS REQUIRED 1 m - /- 9 FINISH GRADE 8' FL_ �_ �. ON CONCRETE I Q N I 3" GATE VALVE ! / l"1�1 i 3/4" BRASS CORP. STOP, TEE, HOSE g' - - _.�__ I r NONSHRINK GROUT, - - FLOW BIBB, do PRESSURE I x - - - GAUGE + I I WATERTIGHT (LINK SEAL) o / PROVIDE LIMT SWITCHES TAMPER SWITCHES \ / I ( ) 2•MIS I. I z C9 `o , 36"MIN. -CAST IRON VALVE BOX DUCTORS AND CONDUIT TO AND FLEX CONDUIT TO OCEN X. TRAL MON-UN CON- - --____ - - +- 8" DIA. L moo, r\ WITH WINGED COVER AND CURE - ___ - __ -_______ -THRUST BLOCK 3 E"4 o °° - I / �. 2'Dx1""Lxl2'W SUMP z ,,, N \ ( i ITORING STATION. INSTALL ALARM UGHT AND w \\\ I - o- ELEV. 27a.00- 1 2' MIN. 0 ~ �' d' / HORN AT CENTRAL MONITORING STATION. r-, cv -2 CU. FT. CRUSHED ROCK (SEE ELECTRICAL PLAN',) DOUBLE CHECKS DETECTOR ASSEMBLY -PROVIDE 4" DRAIN T W � w Z) * M 3' SQ BILCO JD--3AL - CLA VAL MODEL 16 OR APPROVED EQUAL w UNDER. VALVE BOX --A- STORM DRAIN MANHGLE 706 " ACCESS DOOR ABOVE 1 Z (1 J w N 6 VALVE -- MJxFLG PLAN GASKET SEALS -� -' 0 ° n r,�o r--- - I - _ Q -m g ° ° 6" MJxMJxFLG HYDRANT TEE 4" OF 3/4"-0' CRUSHED ROCK-='-- p p 0 ELEVATION BACKWATER VALVE (ACCESSABLE) 0 p N 3 U %\ p000 -- VARIES r A - / �O� / GRINELL 2" ADJ. PIPE '"'� c� THRUST BLOCK -- ^�"' - ' 7 U 3 /\ tl4iF�: GALV. SUPPORT �f cn r. �i U -L 1. A STATE CERTIFIED TESTER MUST PERFORM THE START UP TEST. a m w 2. SEAL VAULT WITH NON SHRINK GROUT FROM THE OUTSIDE AND SPRINKLER VAULT CONCRETE THRUST '� '• BACKFILL PER MAMUFACTURES SPECIFICATIONS. NTS - 00 U i/ BLOCK BEARING 0 ( 3. NOTICE SHALL BE GIVE'! TO METZGER WATER DISTRIC i AT /j 00 p O O O 00 p O CCJ 6" MJ INLET / 245-3331 PRIOR TO BEGINNING CONSTRUCTION. 000 1 00 12"MIN. / \�`\��`� \ 6" DI PIPE W/ RESTRAINTING GLANDS 4. FIRE FLOW SWITCH SHALL BE INSTALLED AT MAIN RISER IN BLDG. " -0"SQ. MIN. \ 5. ALL EQUIPMENT INCLUDED WITHIN THE BACK FLOW PREVENTION 1 1/2 GRAVEL OR BROKEN PRECAST CONC. VAULT AND RUNNING INTO THE BUILDING SHALL BE INSTALLED, ROCK. DRAIN--1/2 C.Y. MIN. PIER BLOCK FLUSHED, AND TESTED IN COMPLIANGE WITH NATIONAL FIRE 16" SQ BASE PROTECTION STANDARD 24. U 6. UPON COMPLETION OF INSTALLATION, WHILE JOINTS ARE STILL OPEN z o w a FOR INSPECTION, INSPECTION SHALL BE MADE BY A MEMBER OF THE TUALATIN RURAL FIRE PROTECTION DISTRICT AT 526-2469 AND TESTS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 24 .� O BE OBSERVED BY A MEMBER OF THIS DEPARTMENT. FIRE HYDRANT ASSEMBLY 7. AFTER THE COMPLETION OF TESTS, A COPY OF THE CONTRACTOR'S NTS MATERIALS AND TESTING ':ERTIFICATES SHALL BE COMPLETED AND FOR- WARDED TO TUALITIN RURAL FIRE PROTECTION DISTRICT. Lm BEARING AREA OF THRUST BLOCK IN SQUARE FEET � - - / / FITTIN'c; TEE, WYE, 90' BEND TEE PLUGGED 45' 22 1/2' 11 1/4' SIZE PLUG OR OR PLUGGED ON RUN BEND BEND BEND NOTES ALL CONC. M'N 3500 PS! AT 20 DAY LEST r--- -------_----- _- - CAP CROSS A-1 A-2r- /�, 2777 8" 5.0 �J7.1 7.6 5.4 3.6 2.0 1 .0 \ \ EACH AREA I S " -- --- -- -- 1 I �, I 1� ' 1/2 OF TOTAL '`�/��`� _ 2.8 3.0_1- 4.3 3.0 1 .6 1 .0 -- 11 I -6x6 s swwM- cr I !1 _ _ __ BEARING AREA PLUGG D CROSSNO 4 L, r A UNBALANCED CPQ5SS TOP ANI)8011 OM I ll NOTE: L A-2 1 . CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED , - � II I d t EARTH. I X27"X27'GAL.V /� A 11 I w 15131 j ----�1� I L�; 15 y4"X27"X27�6ALV ( 1 tr j 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. i; I DIAMOND PLATE "• I iI N I 1[11AMOND PLATE AS PER TABLE j� 3. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PIANS I' I f - _I: 1j - -� Ij A --- -- - Rd:_f. �i�- ------- - ' \ STANDARD -/ /.�/� 11 Q I �• I Qau j 'IF ANY) TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING 11 � � I II A � Ass BLY� LATcII \/ PLAN NO. 1058 HORIZONTAL BEND DETAILS SHOWN ON THIS STANDARD DETAIL. 44;� � I II m � L a''X2y=:sjrdAR --- SEE DWG. D-115 - n\\\ .\\.\\,\• 6 1 ` 11 + N A--1 p�,UGGED T II Nue �\�N0+4dAR ��. .�, 11 q NOy4 BA 4. MINIMUM REQUIRED FEARING AREAS AT FITTINGS SHALL BE AS s� I BAN� ---h 11�4\/ INDICATED IN THE TABLE ABOVE, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) A //. AND ALLOWABLE SOIL BERING -� Vo'.3YFl_AT R_ W/R NO.5 •ANC.10 S w 2 2 STRESS(ES) AS STATED IN THE SPECIFICATIONS. THE BEARING -__ _______._ ___ AREAS SHOWN ABOVE ARE BASED ON TEST PRESSURE OF 150psl 15 3�;--�---- 2. /• - - -- - 15 3,�-- : : -- ' AND AN ALLOWABLE SOIL_ BEARING STRESS OF 1000 POUNDS PER �- ----- --- -------- 5e y;AT 1": - - - -- - SECTION _ A C/ISQUARE F00i TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PLAN � Eye PRE ;SURES AND SOIL BEARING STRESSES USE THE FOLLOWING ��i X3%FLAT R W/5 NC 1 ANCIlOHS P._ G OR CAP EQUATION: .. NO.4 CONT, J. ; - - . - 5' s" ._._. . - -- -- - _ y��i\\/\/� /, /`�•i``�� /g`X 3'/;* FLAT t W/5 N0.SANCHORS BARi3' -- 271/ - - y 140 4 BAR- r BEARING AREA EQUALS ---� - � - _ ,�, 3� � -_- _--_- - ---• -- ------- ,yf \ (TEST PRESSURE/150) x (1000/SOIL BEARING STRESS) x (TABLE VALUE) -- :..==t--�_ ==_ ---_ - .a= - -_.__ -•--- �� WO a BAR 4 ` U 211 4eAN r w -4- 1' xb'(I" J-BOLTS GALV) 1, N04 BAR W/12'PROJECTIUN y* \\- / - _----- - -- ----- _ rk --- 1 I I I 5rpt T -40 - D,./i- 1� 6" , 4�-7 -� 6' ' 4 - - _- /,,,/,,, FRONT ELEVATION SECTION•- B 'Y' BRAr1C�F PP IJGG CROS$ SHEET N0. TYPICAL THRUST BLOCK GUTTER INLET_ 4A NT'; - - - -- � NTS 5 G F c?J PROJECT NO. �--- _ 318 Cu 11 JR 1 ^ nF 12 ac IF THIS DOCUMENT IS LESS I ?�f Ilffllll III III III III II , III III III III 111 TTT'T�PTri Tl1 (f7f1I1I( I III I!f f1fTT1T lI ' I! I III III III III III III III III III I IIIiI !I I �IIIIII III III IIIIII III III 1111111 ' t, LEGIBLE THAN 'I'FIIS NOTATION, I � ( 11 I I I ` I I 13 � I 14 � I 1 j I � 16 I I 'TI I I I Q I I I 1� I 11 �.2I APRIL._ 23 1994 � IT I � - 8 -- �1- ----- - -- 1 �. TO THE QUALITY OF No.3eTHE ORIGINAL DOCUMENT. ILII EILII Il��lllZlllllll8il ZIII. ILLII ZIIII�IIII Z lL 8 Q831111&111111111111116111�118111�111IIIIIIII9I iILIIIIZ Z Z1O1Z111G � lll iiL Ill�d_1„1�1� I 1t