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11201 SW 72ND AVENUE I -- - ,/ - - � /--- ' -- - - -- - .____ � - -------------------. ... GENERAL NOTES ---------- - � - -�- � � X Poi- I ---- ---- ----- � / / 1do fl O ; �aI* � / p�\} / 1 1 1, l�,:DONALD'S ROAD SIUlN AND BASE ARE BY THE SIGN CONTRACTOR. / ' CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. - j M) Q b 0 / DO 2. BASES, ANI ('IiOft BOLTS. C00.'OUT, AND WIRINO FOR ALL OTHER U U SIGNS ARE BY THE GENERAL CONTRACIER. Bench Mork No. 937 I 4 / .�1E �' / Brass Disk in Curb 1 �� LEGENG J 3/3' EAiPTY CON(tUIT TO LOCATIONS SMOwN AT THE LOT PERI- / F_IeV.. 266.00 -lL. n � METER FOR LOT UGWTING IS BY THE GENERAL CONTRACTOR. LIGHT- % ING FIXTURES, r OWNER/OPERATOR.BASES, POLES, CONDUIT, AND !MIRING ARE 8Y THE EP - Edge of Pavement / Gas Line I �` � �I W - Water Lire 4. BASES FM FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR � � 3 i /`�, P tiP Keystone , � c, WV - Water Valva BOLTS ARE BY T11E FLAGPOLE SUPPLIER. O 5 S / /� / / / �� ; Retoinin a/I MH F v w w / CjC` 6 , i � \a I SSD TC - Top of Curb elevation Ii X Dc �,° d F R . OWED 1 I I Rim= 267.22 123.43 - Spot elevation at flow line or finish 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT � 0 de WIDE L EA ME T cn IF 18" Out(S.)= 262. 12 rode, unless noted otherwise. LOCATIONS SMALL BE DETERWINEU TO ALLOW FOR THE MOST V Q / G \e ' / ' II oO It 18" In(N.)= 262.62 g ECCNOMICAL INSTAL.ATION. VI 0 0 / \ / 0� t6 _} I TW - Top of Wall o 0 o I I BW - Bottom of Wall - Uj LJ F �o o 1 4 0� ST. �' t - 12"W TSB - Traffic Signal Box 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTAJTY COMPANIES p Q in 6 c ' „ , UTILITY REFER TO DETERMINE EXACT THE BUILDING ELECTRICAL AND PN hE�x1511NG N vi / Oft _ -- �- 0 12 I l�= 0'03'26" _ Lj OPOSED ALI MENT I c-n O -� SCALE. -- ZO DRAWNGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SITES. ANb .� ---- - R= 1 F62.40 OF 12 ERLIN£ •-fir-I �.� ' aRCIrnNG. w w w fi 1 I !_= 1.46 Lr D` 4 O _ C- 1.46 / B! 4 R _ �' CB= N 52 38'10" E 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE 'VERIFIED BY THE G NERAL CONTRACTOR AT OGROUNDBREAK. I \ \ \ C14 C14 04 CURVE TABLE FlPAVEMEALK AND CURB ELEVATIONS SHALL BE A' ABOVE FINISH r to T > �/ �,+ / a�5 0 �/, tCURVE DELTA ANGLE RADIUS ARC CHORD CHORD SEARING g ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6' BELOW N M tag f / gh� C 1 35'52'33" 50.00 .31.31 30.80 S 41'56'10"W TW OF AU. WALKS AND t:URBS. FINISH GRADING, LANDSCAPING. C 2 213'47'•15" 41.00 152.99 78.46 N 49'06'14"W AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. / E H C 3 1735'36" 50.50 15.51 15.45 N 01*11'47"W C 4 1735'36" 49.50 15.20 15. 14 N 01'11'4 7"W 10. LOT L **TNG CONCRETE FOOTINGS TT) CONFORM MATH THE SOILS A I C 5 31'50'12" 20.00 11. 11 10.97 S 75'47'33"W REPORT RECOMMENDATIONS FOR THIS; PARTICULAR SITE. , C 6 33"00'05" 50.00 28.80 28.40 S 43'2224"W Oi ,•' = ` ��' �.'.,/ o cr! C 7 143"08'03" .57.00 142.40 108. 15 N 81'33'37"W 2' I C 8 201'28'46" 25.00 87.91 49. 12 S 59'02'55"W G S 5' 11 1 C 9 39'39'45" 50.00 34.61 33.93 N 40'02'34"E C 10 31,50,12" 36.00 20.00 19.75 N 75'4733"E I N 0 C 11 706'32" 1462.40 181.45 181.33 S 61"13'09"W PAVING SPECIFICATION \.\ - °tee / _._. \ SU II I C 12 8'20'31" 310.00 45. 13 45.09 S 02'26'20"E (MINIMUM 3" TOTAL COMPACI%D ASPHALT THICKNESS) \ O 0 t r i J Se- GENERAL PARKING AND TRAFFIC AREAS SHALL HAVE 3 114CHES OF M/ r � F- ',��' _ � ASPHALT CONCRETE OVER 6 INCHES OF CRUSHED ROCK. ,,O1t �� ' � yI�I\ �0 E Rim= 260.22 IN AREAS OF CONCENTRATED TRAFFIC, CRUSHED RUCK SHALL BE �. / �0°q P5Q �/ �- O Q, / CB /E Out(Sj= 255.90 INCREASED TO 8 INCHES. '11f t��e,6 \ ,, / 12 6 �� •� I ASPHALT CEMENT SHOULD BE CLASS C AND CONFORM TO THE b°, e 2 �V� SD MH O.D.O.T. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. nod P �'d9 1 / / �0 28' 0" I I Rim= 259.44 THE AGGREGATE BASF SHOULD BE 1.5"-O" k ATERIAL. 85 G q > g 'P N � -••� I IE /n(N,)= 253.94 FOR FURTHER SPECfFICATIONS AND RECOMMENDATIONS SEE THE ,� N cSz. B I I IE Dut S, _ 25 ;.79 G / /�\ r• coo I ( GEOTECHN".CAL REPORT BY ":LERS ENVIRONMENTAL SERCIVES � � i `J c.i I DATED JULY 19, 1996. `� - N 1* C -LEG END NOTE: M&ONALD°S ENO�iR R13ERWS IME RMT TO REQUEST A COMPACTION W w1/ W TESTS PROVE CORRECT. PER ABOVE rn 1 / �u +J C+� /� Q Ji 1 4 2 S O I I 1' SPECFICATK K TESTS 1N SAMPLE AT THE EXPENSE OF Me A M (� �, f ao I T1-11 TRASH ENCLOSURE WITH 15x15 CONCRETE PAD oTnERwasE, G.C. wu BE acAR000. N 4) ®O O. I I OB NEW 6"x`18" CONCRETE CURB. LOT LIGHTING RECOMMENDATION < / �r� � to I J AREA IN PROPOSED C) o C Q� L0 I STREET 0E01CA710N --- ED rn (n N B C �h ►-)� - 1, 146 �0. FT. © CONCRETE WALKS WITH BROOM FINISH � p I / � _ SEE PLAN BY SECURITY LIGHTING FOR EXACT POLE SIZE. 3 z 1N0 J p (2 BARRIER 'r REE PAIRKING STALLS WITH LOCATIONS, AND FIXTURE TYPE. $ o C�2 1 _j Lc� B N O � p a(11 I A.D.A. APPROVED SIGNAGE AND PAVEMENT MARKINGS. a W w IK, U• N �` L� 1IH0I21 I I O 6' CONCRETE RAMP. TEXTURE SURFACE TO MEET 0a �c . O-�../ A.D.A. SPECS. I.e � I �� to RPG . ' ►.� C 6'- ��% I 0 I I \'_l FLAG POLE- 1 A 30' O.A.H. W/BALL MOTE ELECTRMAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED. Q O: G `_` I I� (� I-DOT MENU BOARD WITH 1 OR 2 PRE-SELL BOARDS. ttU-) InQ o C �► VERIFY IF ELECTRONIC-SEE SHEET SD1-4 FOR DETAILS. PARKING INFORMATION Y Um o m � i I I OH HEIGHT DETECTOR 2® SPACES g' .c 2Q° • 60 W g USE in 3T. TOTAL 0 K Y� ANT NAREA: 39,885.43 S. [7. `qs I I lO 70-5A DIRECTIONAL- "DRIVE•-THRU" (1) SPACES 4 SPACES g' X 15'-6" O 60 o b JPG 6 0.9155 ACRES �' . : 1 , .. • " 32 _ SPACES - X - O - ,j 705A DIRECTIONAL- -WEU-OMC' (I) ISPACES X O 1 Z \°/ (� I( 70-5A DIRECTIONAL- "THANK YOU" (1) a � o I o UTILITY INFORMATION tn lvJ 70-100 ROAD SIGN O 30' OAH SIZE TYPE LOCATION � v W (�1 � `j05/�j5 0 � - � ( i I� � �� M BUILDING "FASCIA" SIGN. VERIFY ON ARCHITECTURAL SANITARY SEWER 8" GRAVITY 72ND STREET 3 V r 50R t 5 61 I CN I C i O PLANS IF WALL MOUNTED OR MANSARD MOUNTED WATER 12" IN SITE N I I I� I N LANDSCAPE AREA -- 1 - �.... O STORM SEWER 18" GRAVITY 72ND STREET /�� I I I`? I O PAINTED ARROWS AND STRIPES, ELECTRIC - OVERHEAD HIGHWAY 99 o z , �6 GAS 2" 72ND STREET SIDEWALK, CURB AND GUTTER TO CITY STDS SURVEY INFORMATION o E I I; Q 90'x12'x6" REINFORCED CONC. PAD 4000 PSL I,} �• w �� /'�) P PREPARED BY: REPPETO k ASSOCIATES LAND SURVOYRS D cn C 20 r/ w 1 I EpTU AL M �/ �' `0 R 6" GUARD POST. -V 1225 NW MURRAY ROAD, ROOM 202 to w cON� N I G O � � 1 ., �, J�� PORTLAND, OR 97229 -j � 1 �-OOAl)O SS z E c Ed E �• � I Q BIKE RACK ��-'1� 503-643--8755 Q > Ly '[ FOR At✓C � I � � � I 1 GATE: JUNE 21, 1996 � 0 '- z I f0 �jUUTHER I W \ ,f �� r I TO DETECTOR LOOP (2) ~�' r LEGEND CL CIO ; zz 1 ARCEL �, N Q� p ,' 4' WIDE PEDESTRIAN PATHWAY % �� SANITARY SEMIER GAS Z 2 N 9 R B s ,J�\� Q. cr I Q) � 6 I 3 I OV GUARD RAIL , / -�I)R- - LOT LIGHT LP;30 a- u► a -� / STORM SEWER EXISTING ELEVATION (76.'3) - RAISED PEDESTRAIN CROSSING �1� ti ' ELEC IC PROPOSED ELEVATION 7 .0 �U ,PROPOSED F_U TURE s t PLAN SCALE: 1" 20' PEDEST AIN PATHWAY �� R -`"`rte a � ' G � STREET ADDRESS w of �a ��,,�� ,. �; �� HIGHWAY 99 @ 72ND • "c cc ` it;F �` CITY STATE -- STATUS DATE BY TIGARD OREGON PRELIMINARY 10/8/96 CC8 I I COUNTY PLAN CHECKED .� WASHINGTON k I � AS-BUILT A REGIONAL DWG. NO CORPORATE DWG. NO. 11201 SW 72gd Ave O SIT 97-0013 PTD - 321 xxxxxx 1of15 C I LOCATION CODE: 36-0260 �F THIS NOTICE APPEARS CLEARER THAN THE T 9 10 inocC'11MENT,THE DOCUMENT IS OF MARGINAL,QUALITY. MICROFILMED IF 11111 . it d I ! j co iJFes ca I I I I I I DAK. OAK D E:1 E-1 I p] I GENERAL NOTES: I .WALAI I $1 t Q 1. CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION �� '"E ST• ter. r (/ I � PERMITS REQUIRED BY THE CITY OF TIGARD. l qg O 1L.�-sem s�. ` T j Q G-0 Z �o( � � � / s� /,�P . � 2. CONTRACTOR SHALL CONFORM T'3 ALL CONDITIONS OF THE R)GHT-OF- i - I G1��1. FQ J �" �� / �! �y5 j/� ENTRY PERMIT FROM ODOT STA fE HIGHWAY DIVISION FOR AL_ WORK � �' � Q� F �� O �� ESC / / PAF- % ;' a� CR WITHIN THE STATE RIGHT•-OF'--WAY AND CONFORM . S� I-0 ej� 1� $ u► ' CONTRACTOR HA PROM A D. AN INSURANCEREQUIRED 13 6 j /`� i ' 3 CUNTR C OR S LL PROVIDE ALL BONDS D BY �/ r p F X [L<< j / o PUBLIC AND/OR PRIVATE AGENCIES HAVING JURISDICTION. � < a �� \ 5 U O F , / II / / ,�'//,i�� 0 c', 4. CONTRACTOR TO NOTIFY Cf I Y, OtICIT AND ALL UTILITY COMPANIES A � � , lv � GRAPHIC ,.SCALE / ` ?� n MINIMUM Ur' 48 BUSINESS HC (2 BUSINESS DAYS) PRIOR TO START �� C>< c 4, tn_ r n OF CONSTRUCTION, AND COMPLY WITH ALL OTHER REQUIREMENTS OF ORS 1T• _ /� 9 ► r o 10 i j + Bench Mark Nc). 2.3� -, w p /j tJE �/ t, ^ ' Brass Disk in curb 757.541 TO 757.5'1. �� AT AMTA T r �- " U U „r Elev.> ?66.00 + C' 5. ALL MATERIALS AND WORKMANS141F FOR PUBLIC FACILITIES SHALL IAN-- Q �� IN ll�T S Ply\/, D, z � ° FORM TO HE CITY STANDARD CONSTRUCTION SPEC.FIATIONS. UNLESS M(J•�� * � � ;� d A �' s ?� '°' "r•'.:: I r, OTHERWISE APPROVE) BY THE [NGINEER, CONSTRUCTION OF ALL PUBLIC __ ts I inch = 20 [+L -' / G FACILITIES SHALL BE DONE BETWEEN ;� MOVUL / FWG F CIL E 0 ETWE.N 7 00 A.M. AND 600 P.M.P.M, W w / ` ZRPE �� r ' A5 "•J� s a "s:q 4 1B(t>,T)[: z ( 6. CONTRACTOR SH L_' ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, a1Ntow T' � S castor e ��,..,; s r�, T w w Rrlainin all �'� '-•!w 6 TRAFFIC CONE. PER CITY AND ODOT REQUIREMENTS IN ACCORDANCE o O I i � I ! I 1 I I / 0 ,--' - ' _� WITH THE MUTCD (INCLUDING OREGON AMENDMENTS). ACCESS TO (�LJ ' G ti \� " V ,�, DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. ALL TRAFFIC d 0 03 26 CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY � L Al'ION � i j r / 1�P� / 5`d�'`' .r. y s• �i3 Wq ASE _ T R- 1462.40 CONSTRUCTION ACTIVITY. n L- 1.46 (\Gt �' --� �. C= 1.46 7. THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED G i �" CB= N 5T38 10 E DRAWINGS ON THE CONSTRUCTION SI'F AT ALL TIMES WHEREON HE WILL -_-}. . 1; ' I4% K�wsA �Ar ev I I I I I I / Q P°J �, / ,ark r �: - ?� s RECORD ANY' APPROVED DEVIATtON5 U, CONSTRUCTION FROM THE I /-'' ��_ _� / �' APPROVED DRAWINGS, AS WELL AS THE STATION LOCATIONS AND DEPTHS Zr5pOPOSED RE IGNME 261 r '�� ' ' '� IC.� RI 2 9.0 OF ALL EXISTING UTILITIES ENCOUNTERED. THESE FIELD RECORD � P ` `'" ' INV. 2 75 DRAWINGS SHALL BE KEPT UP TO DATE AT ALL TIMES AND SHALL BE VICINITY M A P OF 12IN LINE ';.�� ' 'I . I AVAILABLE FOR INSPECTION BY THE ENGINEER UPON REQUEST. _ ■ (SEE A SHE ) t3` I I �u -- -- .- / f , V � �. , � I1 ��plll� � A / 2595 F 8. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL SUBMIT A 9 9 1 _ tb T,SR, d. ' �(`' - y I SD MN -_ CLEAN SET OF FIELD RECORD DRAWINGS CONTAINING ALL AS-BUILT 31. All PIPES SHALL BE BEDDED WITH MINIMUM 6-INCHES CT 3/4 MINUS R _ %IV � � Rrm= 2E7.22 INF�JRMATION TO THE t?WRdER. Ct,�1SHED ROCK BEDDING AND BACKFILLED WITH COMPACTED 3/4' MINUS 1 � m 3 z / �54r. • 1-11 v Ri 18" 67l(S.)- 262. 12 CRUSHED ROCK IN THE PIPE ZONE (CRUSI•IED ROCK SHALL EATEND A IX ywt AA " !i, EL.EVA'RIONS SHOWN ON THE DRAWINGS ARE BASED ON CITY OF TTGARD MINIMUM 7F 12-INCHES OVER THE TOP OF THE PIPE IN ALL CASES). a VDD r co ,1 I IF 18 ln(N.�- 262.62 CRUSHED ROCK TRENCH BACKFILL SHALL BE USED UNDER ALL IMPROVED INSTALL '(2) 1-1/2 VIM, S ;•a �• 0 = 59. 2 '� ,�, c,'" t"r BENCHMARK N0. 237, A BRASS DISK AT THE SOUTHWEST CORNER OF SW :a' l � A+ 5- G� % �,. 1 72ND AVENUE AND PACIFIC HIGHWAY IN THE CURB, ELEVATION 266.0. AREAS. Z �J do �Ef�VICES DURING WATER �.•.•. � _ + 'L MAIN RELOCATION' , -' +t G ® �, SEE ADDITIONAL SHEETS FOR 10. SEE ARCHITECTURAL DRAWINGS FOR SITE LIGHTING, SITE DIMENSIONI- 32. ALL NON-METALLIC WATER, SANITARY AND STORM SEWER PIPING SHALL p p j c h°�' I I STREET WIDENING NG AND CONTINUATION OF ALL UTILITIES. HAVE AN ELECTRICALLY CONDUCTIVE INSULATED 12 GA COPPER 'TRACER 0 �z I WIRE THE FULL LENGTH OF THE INSTALLED PIPE USING BLUE MARE FOR 6 EXISTING UTILITIES h FACILITIES: WATER AND GREEN FOR STORM AND SANITARY PIPING. ' 5:+ to L°� 33. NO TRENCXES IN ROADS OR DRIVEWAYS SHALT. BE LEFT IN AN OPEN �•.y j •, / �. I �,�' 1 � - 1�rLh +. I•, > ' ' 11. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHAWN ON ' `,%y •' `� ��"' "' r S.S. 1 COND�THY4 OVERNIGHT. ALL SUCH TRENCHES SHALL BE CLOSED BEFORE 2a_ •+ , •� � � ,- zea, THE DRAWINGS ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD �, 1 2% IN. SURVEYS. THE ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. / f - THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. CONTRACTOR `1 50.30 SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR WATER .-' 257, I i 4 TO CONSIRUC'Tltkd. V. 4 �-'� 34. CITY FORCES TO OPERATE ALL VALVES ON EXISTING PUBLIC MAINS. •4_ 159 T�' -�► `�°J j -•. -- CONNECT TO EXISTING 12. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UITLITIES WHERE NEW FACILITIES CROSS OR CONNECT. 35. WATER SERVICE PIPE ON THE PUBLIC SIDE OF THE METER SHALL BE S.S. MH TYPE K 1? INCH SOFT COPPER TUBING CONFORMING TO ASTM B 88. r ( � SS MH CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY SEE IRR. PLti .� �' a, - CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY �, - I Rim 260.22GRADE36. WATER SERVICE PIPE ON THE PRIVATE SIDE OF THE METER SHALL BE . c GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. IF FPR CONT. o` �'^ . rr O v : ''�' / IE Out(S.)= ?55.90 MODIFICATION IS NECESSAP.Y, CONTRACTOR SHALL NOTIFY ENGINEER TYPE K 2 INCH SOFT COPPER TUBING CONFORMING TO ASTM 8 88. PRIOR TO CONSTRUCTION. ALL UTILITY CROSSINGS SHALL EE 37. DOMESTIC AND FIRE BACKFLOW PREVENTION DEVICES AND VAULTS SHALL. ` POTHOLED AS NECESSARY PRIOR TO CONSTRUCTION TO ALLOW THE CONFORM TO REQUIREMENTS OF PUBLIC AND/OR PRIVATE AGENCIES 24 DIA. M I 1 � ' ' KAVING JURISDICTION. Jin 1,4.- 2 •r;:.vS �„�ri?r�(.`' \.. I � � CONTRACTOR 'TQ PREVENT GRADE OR ALIGNMENT CONFLICTS. t� �. �! •� � RIM 259.40 SANITARY AN) STORM SEWER 2x; m < r -••� ;�' �� - •. � K g ' Uj ,,,`�,�"f,1�6V. 256.45 ;.�.r •� � 13. ALL EXISTING FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE �_� CONTRACTOR UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR •-Imo" $ 0�' \ P5�' .r''•r� - �� ` '•.9-� -'., �` �• ;'r; I CR SH AI_L TAKE Ala_ PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, OR 38. UNLESS OTHERWISE SHOWN, SANITARY SEWER PIPE SHALL BE PVC IN J R� OTHERWISE PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT CONFORMANCE WITH ASTM €?-3034, SDR 35. ALL OTHER APPURTENANCES .r C. ALL TIMES DURING CONSTRUCTION. CONTRACTOR TO LEAVE EXISTING AND INSTALLATION TO CONFORM TO THE CITY SPECIFICATIONS. s�� 5 ' " �I1� 1.1 ' •'I:. SD MH _ FACILITIES IN AN EQUAL OR BETTER-THAN-ORIGINAL CONDITION AND un 7'`2:,x R } 39. CATCH BASINS AND JUNCTION BOXES SHALL BE SET SQUARE WITH 'THE � �� Rim= 259.44 TO THE SATISFACTION OF THE ENGINEER. ' c MAX SLOPE /� - , - ?�r.�� I Rim= /n N. - 253.94 EDGE OF THE PARKING LOT WHEREIN THEY LIE. c +% 1• • =e'�' ( > _ 14. CONTRACTOR SHALL REMOVE ALL EXISTING SIGNS, MAILBOXES, FENCES, IN HANDICAP t IE Out(S.)- 253.79 40. UNLESS OTHERWISE NOTED OR SHC~AN, STORM SEWER PIPE MATERIALS 1.0 LANDSCAPING, ETC., A5 REQUIRED TO AVOID DAMAGE DURING CON- j j' G / STALLS, 2% �' STRUC110N AND REPLACE THEM TO EXISTING OR BETTER CONDITION. CONFORM TO THE TABLE BELOW. CONTRACTOR SHALL USE UNIFORM PIPE I Ci .SPI �'� '�+• r „., - - a� MATERIAL ON EACH PIPE RU V BETWEEN STRUCTURES UNLESS OTHERWISE 58. 25 GRADING PAVING do DRAINAGE: DIRECTED OR APPROVED. IN STALL STORM SEWER PIPE IN ACCORDANCE 2LEGEND I;� WITH MANUFACTURERS INSTALLATION GUIDELINES. G/ 2S� 5r - - •-• 15. CONTRACTOR Tl' REVIEW SOILS REPORT PREPARED BY WOHL ERS ENVIRON- ---,2,58 NVIRON- \ �: .� » 'GRAY' 1 4 S.S. GRAY WASTE LINE MENTAL SERVICES, AND CONFORM TO ALL RECOMWFNDATIONS LISTED IN cin -- 2S8 \ , -M ``. ,. J, F I O S = 2% MIN. THE REPORT, COVER DEPTH 8" - 18" DIAMETER o _ -J (V I I I " 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION CLASS 52 DUCTILE IRON PIPE WITH BELL. & SPIGOT JOINTS � 4 S.S. BLACK WASTE LINE n� 7 r ,� j ACTIVITIES 'TO INSURE THAT PUBLIC STREETS AND RIGHT -OF-WYAYS ARE LEGS THAN 7' COVER AND RUBBER GASKETS. CTl v' _� '- � S • _ � S = 27. MIN. KEPT CLf.aN OF MUD, DUST '.,R DEBRIS. ---"-'- � 1 IND o 2' TO 2-1/2' I 1 PIPE SPECIFIED FOR LESSER (OVER DEP1FiS -OR- ,4 257. I 03 1000 GALLON GREASE 17. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING TO COVER rL� J HOIb ° CONFORM TO OSHD STANDARD SPECIFICATIONS 1991 EDITION. CLASS 3 ASTM C-14 NON-REINFORCED CONCRETE PIPE WITH RRJ _ � INTERCEPTOR L l` ; BELL & SPIGOT JOINTS AND RUBBER GASKETS. 18. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WH,'CH CANNOT BE tf. ISS - •- �� U 1� 0 6" ROOF DRAIN COMPACTED INTO A STABLE MASS. ALL TREES, BRUSH A ID DEBRIS 2-1/2' TO 19' PIPE SPECIFIED FOR LESSER COVER DEPTHS -OR- n ''S' ' ' ' '• -A �. INV. IN 258.0 ASSOCIATED WITH CL.P_ARING, STRIPPING OR GRADING SHAD BE COVER a 4 I % MIN. REMOVED AND DISPOSED OF OFF-SITE. PVC PIPE CONFORMING TO ASTM D-3034 SDR 35 (8"-15") �m • ., 23� n56 Q I $ = 1.0.o M N OR ASTM F-679 (18") tAATH BELL do SPIGOT JOINTS AND • I1 , _ / ✓ - �" '-` �� 3` � ri . . �- � r' ( �� 19. IMMEDIATELY FOLLOWING FINE GRADING OPERATIONS, CC«tPACT RUBBER GASKET'S. -oR ,Y \ v ! STORM WATER DETENTION SUBGRADE TO 95% OF THE MAXIMUM DRY DENSITY PER AASHTO T-180 AREA DRAIN TEST METHOD. SUBGRADE MUST BE INSPECTED AND APPROVED BY HDPE (HIGH DENSITY POLYETHYLENE) PIPE CONFORMING TO ENGINEER PRIOR TO PLACING EMBANKMENTS OR BASE ROCK. AASHTO M-252 (8"-10") OR AASHTO M-294 TYPE S RIM 245.25 1- 'S �iI �` INV. 244.00 (12"-18") WITH PRESSURE TESTABLE FITTINGS AND 48 DIA.�FLAT��... , 1 �SSsw S ®; _ /�� r. ;� O N'' 20. FILLS S7 ALL BE CONSTRUCTED IN 6" LIFTS. EACH LIFT SHALL BE 010 -RING GASKETS CONFORMING TO ASTM F-1336 AND ASTM 0 20 % RIM 255.50 ' ;r� / J ! ^ ,_ n,� - 1� » F-477 RESPECTIVELY. ,.� �' R.�.a �� ® 8 S.D. CONPA„TED TO 92% OF THE MAXIMUM DRY DENSITY PER AASHTO T-180 INV. 251.00----- LQ c� = 10' METHOD. TEST •.- DBL. C.B 25 �' F" u ai = O� MORE THAN 15' COVER SEE CONSTRUCTION DRAWINGS 0 O �/ ' ` S 20 21. (:RUSHED ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION -FLIM 255,30 `.' ��,.d,,�, 02630 (BASE /IGGREGATE) OSHD STANDARD SPECII7CATIONS. COMPACT e �� A - h 2^'r; •� - j, TO 92% OF THE. MAXIMUM DRY UtNSITY PER AASHTO T-180 TEST 01 � tiw INV. 253.00 � y �a3 METHGO. 41. SWEEP STORM SEWER PIPE INTO CATCF' BASINS AND MANHOLES AS RE- 1 jv) 48" DIA. FLATTOP MH QUIRED. 3 W SLOTTED GRATE S OTHERWISE SHOWN6-INCHES NOMINA CUR EXPOSURE USED t I � �o UNl.E5 � E SE L FOF DESIGN OF ALL PARKING LOT AND STREET GRADES. PRIVATE UTILITIES ,� t; a RIM 246.00 ��' lt1 �j`L 0 to Y W x� �, / INV. 241.45 23. A.C. PAVEMENT SHALL CONFORM TO SEC9ON 00745 (ASPHALT CONCRETE SE SHOWN ON THE DRAWINGS OR APPROVED BY JURIS- 0 F- C,7 Z (Ti _...,.._... � .� ..._... _._ �o.,s�F MIX 42. � - _. .._. . .. I , PAVEMENT) STA PEI A F STANDARD DUTY DICTION HAVING AUTHORITY, ALL NEW PRIVATE UTILITIES (POWER, Q T OSHD STANDARD S C FIC TIONS FOR ND Q `- N 4J ��- w O A.C. PAVE►TIENT SHALL BE COMPACTED TO A MINIMUM OF 91% OF � • O -_--_.. � U► _t �, � CABLE lY TELI:T HONE dIR: GAS) SHALL BE INSTALLED UNDERGROUND. J 5 A _-- <n t. » MAXIMUM DENSITY AS DETERMINED BY THE RICE STANDARD METHOD. INSTALLATION Gvl i-RIVATE UTILITIES IN A COMMON TRENCH WITH Z ` r L2 26 Al � !0 � ... ' - - _ WATER, SANITARY SEWER OR STORM SEWER IS PROHIBITED. I'.CV v �"' 2 �� a 'L� / 1'• G P ! -" ¢ 24. ALL PLANTER AREAS SHALL BE BACKFILLED WITH APPROVED TOP SOIL t`. Q • �� ` EI ! h� _ '� S = 0.59e MINIMUM 8 THICK, STRIPPING MATERIALS SHALL NOT BE USED FOR 43. CONTRACTOR SHALL COORDIMATE WITH POWER, TELEPHONE, AND CABLE - as PLANTER BACKFILL. TV COMPANY FOR LOCAr.0N OF VAULTS, PEDESTALS, ETC. ALL ABOVE-- � 1 "�t 2A$ ��„�o pc 2 ZO GRADE FACILITIES SHALL BE PLACED IN A LOCATION OUTSIDE THE FLATTOP t,1 /� �'• 25. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, PROPOSED SIDEWALK LOCATION. ,.2 --•-- / �� GAS VALVES, WATER VALVES AND SIMILAR STRUCTURES SHALL BE 1 247 0 RIM 47 Of �� %".__. - .. __ INV. 2 .00 „ �L ' ` IN 2 .85 ZAS .� I �ea,10 LA DS APED AREA WHEREIN THEY LIADJUSTED TO MATCH FINISH GRADE Q THE PAVEMENT, SIDEWALK OR 44. POWER, TELEPHOW: AND TV TRENCHING AND CONDUITS SHALL BE Aq 4 J I INSTALLED PER UTILITY COMPANY REQUIREMENTS WITH PULL WIRE. ri z D PROPOSED CURB INLET LL VERIFY WITH UTILITY COMPANY FOR SIZE AND TYPE C7 ... _ CONTRACTOR SHA 26 D DISTURBED ... ., CONNECT TO CONTRACTOR SH H SEE ALL E R T CONSTRUCTION. H N OF CO E ANTRA ALL HYDROSEED A EXPOSED SLOPES AN OF CONDUIT PRIOR 0 CON TION. ALL CHANGES I DIRECTION - » _ OUTLET INV. q � INV. 2.41.20 AREAS WHICH ARE NOT SCF;CnULED TO BE LANDSCAPED. UTILITY CONDUIT RUNS SHALL. HAVE LONG RADIUS STEEL BENDS. � p C� 12' D. ST _4, 243 Co I 27. GRADING SHOWN ON THE DRAWINGS IS CRITICAL TO FUNCTIONING OF 45. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH PRIVATE UTILITIES CO Off Z -` DETENTION SYSTEM AND SHALL BE STRICTLY FOLLOWED. FOR RELOCATION OF POWER POLE VAULT ETC I= -�� 244 `' s.D. (I-.._...__. 745 .. ` _ 6 DEPRESSION IN TOP OF BANK FOR � ryh "Now �" L=5'L 748 -- 28. CONTRACTOR SHALL COORDINATE AND ENSURE THAT DETENTION POND gyp. S=4:0 247 EMERGENCY OVERFLOW. VOLUMES ARE INSPECTED AND APPROVED BY PUBLIC AGENCIES HAVING V _.._..........� 2 C Y JURISDICTION PRIOR TO PAVING AND LANDSCAPING +'`'�• 7ax _ ot 2600 • `^- q • �4 I A DEPRESSION ON W _... . ....... ... ..�._....... .. .. CLASS 50 RIPRAP. �` ELEVATIONOF DEPRESSION 246.50 PIPED UTILITIES ..........�................ _. ---244 •- c '•�--_„_, ^ 29. CONTRACTOR L DIN TSA IA -"'.-".,-----------242 Q Z CONNECTING TO EXISTING WATER SANITARRYASEWER SAND STORM SEWER h P , II _...w...... ....._....._._.... ......_ �� -- _240- �... WATER QUALITY AREA DRAIN FACILITIES. Calr RIM 242.00 INV. 241.75 30. UNLESS OTHERWISE NOTED, MATERIALS AND WORKMANSHIP FOR WATER, L'LUG END OF 12" S.D. FOR FUTURE EXTENSiDIV. - ��-•.�� --- ' SANITARY SEWER AND STORM SEWER SHALL CONFORM TO OREGON APWA SHEET _ F _-- STANDARD SPECIFICATIONS. i�fV. IN 243.5, MARK END OF LINE WITH RED 2X4. _� � I DETENTION/WATER QUALITY WRAP 12 GA. TRACER WIRE AROUND 7..X4. .._. 4- 'r4STXLt W ARDRAIL I FACILITY -- - TO ODOT SIDS � JOB NUMBER 11201 SW 72nd Ave 1742.057.0 SIT 97.0013 2 of 15 IF THIS NOTICE APPF,ARS CLEARER THAN THE ''r 91998 DOCUMENT,THF DOCUMENT IS OF MARGINAL,QUALIITY. �w MICROFILMED ��i,,;,l;� �I��1,�4,1�1� i��#1��tr +��I+�►I��It ,��+I�TI�� ! � � Ti�� . �.�Y�f��l�� ;, , : , } I l l l l l l i m �,---INVERT ELEVATIONS PER DRAWINGS aZ� CAST IRON GRATE SLOPE SHELVES O / TRAFFIC LOADING �' 2` PLAN 1. 12 TO DRAIN o W SET FRAME IN 24" STANDARD MANHOLE 4", 6" AND 12" NON-SHRINK / --- FRAME AND COVER. RISERS FOR ADJUSTMENT GROUT SEE NOTE t 1 30 A -__ _ DITCH OM 80TTI I 1 i I I I I 10" HOLE FOR ��- A 1117 INSERTALOK BOOT .o ! •• ONE SIDE 9 PER PLANS " ~�'`'� GRADE RINGS WELDED METAL TRAP ( ) DR 4 DRAIN AT WITH HINGED LIDSUBGRADE (VARIABLE) -- � 1.0 ,. � $" MAX. RECESSED GROOVE FOR , GRATE TO SET FLUSH WITH TOP OF CATCH BASIN �, N i T4"" DIA.IN TCH NC.G PIPE o FLOW SAWCUT OR (C-76,REINF., 1e" CORE DRILL CLASS IV) z :• v1 ,; ��-- 2,� LIFT HOLES (2 EA.) ALL PIPE TAPS ' / x 3 24 o , . a U- 24" • '.. �' �r MIN mcn-� � 1.�N 6' 2' 0" 6" 4"MiN ' :."' MIN. • 40" 310, ' 4 le SECTION A, A 24" NOTES: GROUT ALL JOINTS 01 UMP WATERTIGHT 1. SEE CONSTRUCTION DRAWINGS FOR 6" MINIMUM PIPE SIZE, LOCATION AND INVERT COMPACTED ELEVATION. GRANULAR 2. FRAME do GRATE SHALL BE ASTM BEDDING . v • A-36 STEEL, HOT-DIPPED GALV. STABLE AFTER CONSTRUCTION. SUBGRADE y- - 3. ALL CONCRETE TO BE 3300 PSI SECTION A--A I. SEE CONSTRUCTION DRAWINGS FOR PIPE SIZE, AT 28 DAYS. NOTE: LOCATION AND INVERT ELEVATION. 1. MAXIMUM PIPE NUMBER & DIAMETERS AS FOLLOWS: 2. CONCRETE SHALL BE: 3300 PSI ® 28 DAYS. 12" DIAMETER OR LESS -- 4 MAXIMUM. 3. REBAR SHALL. CONFORM TO ASTM A615 GRADE 60. 15" DIAMETER - 2 MAXIMUM. 4. REBAR = #4 BARS 0 6" C.C. TYPE 3 AREA DRAIN ALL OTHER CONFIGURATIONS REQUIRE STANDARD MANHOLE. 62 CATCH BASIN �\ ItZ � a� 3 24" DIA. STORM MANHOLE DETAIL CATCH BASIN DETAIL z " a — INVERT ELEVATIONS PER DRAWINGS 0-RING M STRUCTURAL� NOTES: A A MAXIMUM TREN .H WIDTH �• ' ••I V. 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH f'c = 4500 psi NOMINNI. i PIPE SIZE 7'-0" 2. REBAR: ASTM A-615 GRADE 6Q 6' B' IO' 12' ; �� • �•`'. " " 3. MESH: ASTM A-185 GRADE 65 USUAL MAX. Lj L 3" - 7-- 4 3" 4. STEEL: ASTM A-36 GRADE 36 TRENCH WIDTH 21-D# 2'-2. 2.`4. 2'-8. n STEPS + 5. GALVANIZING: ASTM A-123-89 & A-153-87 (HOT-DIPPED) -- 01 ----_ _-_ _ 19 RUBBER GASKET 6. STEEL DESIGN: AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION JOINT , 7.CONCRETE DESIGN: ,ACI-318-89 BUILDING CODE, ASTM C-857 MINIMUM STRUCTURAL DESIGN LOADING FOR SLOPE SHELVES o 0 o I o a o I �— SURFACE REPLACEMENT 1: 12 TO DRAIN - '�' MASTIC UNDERGROUND PRECAST CONCRETE UTILITY aS SPEC. L DETAILED z 11" o°o°o°o°o o°o°o°a°o STRUCTURES' , u� 400 ° 0 000000 ALL INSIDE I I � oo ° o 000000 TRENCH WIDTH d �r o 8. LOADS: AASHTO H-20 16 KIP WHEEL LOAD W/30% IMPACT (10"X20" FOOTPRINT) PLAN JOINTS & WALL 00000 000000 •�:+ '".; 0000 00000 i 0000000 0 0 0°00000 I AASFITO LIVE LOAD SURCHARGE (2 SOIL) TO 8 DEPTH Y. PENETRATIONS EFFECTIVE SOIL PRESSURE BELOW WATER TABLE = 80 p.c.f. TO @E GROUTED " r EFFECTIVE SOIL PRESSURE ABOVE WATER TABLE = 45 p.c.f. - SET FRAME IN FOLLOWING MH O NON-SHRINK KEYLOCK " -- MANHOLE FRAME ASSEMBLY (TYP). JOINT O �` _ __ - __ - - - r✓ - _. - 9. SOIL COVER: 1 -E MIN. W/WATER, TABLE 3 -U BELOW FINISHED GRADE GROUT -� W/SLOTTED SLOTTED COVER 3' NOTE: 5'-0" MAX. W/WATER TABLE -0" BELOW FINISHED GRADE BACKFILL MATERIAL l ; rT iM NI 0'-0" W/WATER TABLE BELOW BOTTOM OF VAULT GRANULAR (TRAFFIC AREAS) `} ` PLAN CONTRACTOR TO VERIFY " ATIVE (ELSEWHERE) rIc•{ u "' x41) 5 -G MAX.MAxw/WATER TABLE BELOW BOTTOM OF VAULT t {i . ; 1 'I IF4 a ��_ GRADE RINGS (VARIABLE) a DIMENSIONS FOR DISTANCE _: „'r }; _ 18 MAX.-TOP OF CONE FROM GRADE TO CENTERLINE _ pr, R TO RIM 40 FLAT TOP SECTION, 8" MIN THICKNESS J t i:s a 48p, C14 r 24" DIA. 13OLTDOWN WATER TIGHT ' '' INSIDE DIA. ADD RISER RINGS � CAST IRON MANHOLE ----- : " N AS REQUIRED M N OLE FRAME do COVER - 5 MIN. THICK, 04 (� (TYP) PIPE ZONE AS SPEC. 12' MTN, ALL OPENINGS GRANULAR MAT'L. CORED DRILLED. — 3 -- _ _ ALL PIPE PENETRATIONS ON SANITARY vj Q �' < SEWER MANHOLES TO HAVE NEOPRENE _0 s �! �; RUBBER BOOTS AS SPECIFIED. W I cNv ,n L-- - - - -I - PIPE EMBEDMENT _ :,r.,; , . GRANULAR MAT'L, r:!�W C UTILITY VAULT COMPANY 0Y C3 -_ - -_ - _ ... �. .. . . . . 4• MIN. _F W a INLET - YATER I-E� _) OUTLET I - - r - - I P.O. BOX 323 n �u�� ..; ;r. . p ~ 1 T I ?�'/� 1 WILSONVILLE, OREGON . �.. PRECAST BASE, 6" MIN THICKNESS pt 1 4" ABS I I I I I 1 (503 682-2844 PIPE EMBEDMENT SHALL BE 18" `- 6" MIN COMPACTED O iv SAN-TEE I I I I 1 I 1 (503) 682-2657 FAX SHAPED TO RECEIVE 6 FULLY MAX `''`'� �' GRANULAR BEDDING I I I I PLACED 1 1 I 4" ABS SAN-TEE WITH I I I SUPPORT PIPE, JOINTS AND (TYP) p� HORIZ. I I I 'DONUT' SEAL GROUTED 1 �E FITTINGS. $ I � I I I � I ► IN CONCRETE �STABL.E READY FOR I I � I I I NO-HUB CONNECTION ( � SUBGRADE I ELBOWS I l a S I I EACH ENO � `" � SECTION A-A to 1 III �J I 1 1 PIPE TRENCH DETAIL :-1 9 L I N �J I I I 1, PRECAST SECTIONS SHALL MEET OR EXCEED v _ NTS ASTM C-478. -� 2. WATERTIGHT 0-RING OR MASTIC KEYLOCK JOINTS REQUIRED. 3. STEPS TO BE FACTORY INSTALLED POLYPROPYLENE SHEET SIDE END PLASTIC WITH GRADE 60 REINFORCING ROD. - OF 4 11201 ,tea NUMBER ^i 0DG GALLON GREASE INTERCEPTOR 48" DIA. _ FLAT P TOR MA TAI SW 72nd Avg � 742.057.0 SIT T 9 87.0013 3of15 !I IF THIS NOTICE APPEARS CLEARER THAN THE MT 8 i DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I Ii I I �� t ! t t tltl� t �l� �� tt{LI1 IIIIIIIfLIIIt r t t�l� tl�ll� 11IIIt�tlt • 6" DEPRESSION IN TOP OF BkNK FOR OVERFLOW SEE PLAN FOR LOCATION TOP OF BANK 247.00 - 1' FREEBOARD �� - -- - - -- - a 8 DETENTION LEVEL 246.00 � 5 �---- ---- - COMPACT BANKS AND FILLS TO 92% OF MAX. DRY DENSITY WATER QUALITY LEVEL. 245.25 8" PVC PER AASHTO T-180 8" TEE INV. 244.0 W/ THREADED CAP - -- 4" THREADED CAP 4" 90' 5 S. INV. IN i'W b 4" HOLE I I I ► t l l l DRILLED AT FLOW LINE BENDINSTALL 3.7°' 242.0 INV. 241.45 ---� ORIFICE S = 0.5% 4" PVC 3034 S=2% 12" S.D. S 1.0� RIM 242.0 co m I\ NV.241.75 �- I INV. 241.00 rn CONNECT TO PROPOSED ` i �° CURB INLET, SEE PLAN _ d1 48 DIA. FLATTOP MH W/SLOTTED GRATE STORM WATER DET. RIM 246.00 0 o WATER QUALITY AREA DRAIN 4" INV. IN 2.41.45 AREA DRAIN RIM 245.25 8" INV. IN 242.00 RIM 242.00 INV. 244.00 12" INV. OUT 241.00 INV. OUT 241 .75 STORM WATER DETENTION & WATER QUALITY CONTROL DETAIL 60 X 60@ WW FABRIC +o z 42' 8 04 3" 4 P.C.C. _ 4" INV. 242.25 P.C.C. 6" CONC. PAD �b 1-1/2" STONE, 6" DEEP Li SECTION A - A M B � N v 4' 2' A - A 30 3' u 3 6" - 8" STONE IMBEDDED IN f 0iv CONCRETE PAD, TIGHTLY PACKED u O N Q — 04 r` In 4" P.C.C. CONC. PAD 3 •"' vi Q w ca SECTION B - B Q 6" - 8" STONE IMBEDDED IN CONCRETE PAD, TIGHTLY PACKED U 1-1/2" STONE, 6" DEEP Q PLAN- SHEET 3 oF 4 STORM DRAIN OU -1-LET DETAIL. JOR NUMBER 11201 M 72nd Ave 1742.057.0 JIT 97-0013 4 o115 R 4IF THIS NOTICE APPRARS CL.EARFR THAN THE 9 0cliMENT,THE DOCUMENT IS OF MARGINAL.QUALITY. OCT MICROFILMED Y•L':4rY::.i: m l ( m FILTER FABRIC MATERIAL FILTER FABki,' 36" MADE ROLLS. USE MATERIAL- / ' STAPLES Olt MARE RINGS 14 NP�� / TO ATTACH FABRIC �� i 5� WIRE. tjAk OCG �r RPFF� / �Pa� �. '� !�"i lip /! GgG /' ?"X2"X14 GA. WIRE •• In m7— ft FABRIC OR EQUIV. �- o / r , r / Bench Mark No. 237 w' •r >� �p�l Brass Disk in curb �D GRAPHICSCALE �� i' i /! ��G / ?Gs dor,. Ir 's r EJev.. .266.00 c'� z O o '10 ti- N :, D z �L m uta _ __jI.1-----_——I ``~ N �A �' !/ �`/�/ .� RPFf\G ,�� ,• " 1 tO I j 7"X4» WOOD POSTS, 04 ! 1 STD. ON BETTER OR ( Q1 )> � ��- / �/�� j /� �P� Keystone (- I I I I EQUAL ALTERNATE: i • RO 1t. i ,!� G �� Retain aJl 'c' , ;►+ �S, (_0 I / � / �L ; ;*I: \f' `� -cm n STEEL FENCE POSTS. . I fin " •26,3 . f V / S e ' ? ,�� ,.•�, ��. I 6' MAX* .W/1UpRE FABRIC IN. \�� Voo �Gte� °0 4' MAX** �. o I 762 X i WITHOUT WIRE FABRIC P 9 q Q ._ I '1 M�� f !� + r 5• �. 261 I ' I (`) e' nr'\, 1� W �sP1 ` "I SEDIMENT FENCE L I I. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE Ri MHS 7 _ PLACED PRIOR TO ANY DISTURBANCE: CAUSED BY CLEARING OR =- f GRADING AND SMALL C014FORM 1'0 THE CITY OF TIGARD AND > � !`� 1, Rim-- 6, .22 f / 2 / t o IE_ igrr IE 18" OuNS•) 262.622 UNIFIED SEWERAGE AGENCY. EROSION AND SEDIMENT CONTROL. 6 $ 125 2, ' I ( ) AND TO THE STANDARD DETAILS ATTACHED TO THIS SFT 11�n.7.•r, I Of PLANS. NEWLY CONSTRUCTED OR MODIFIED INLETS AN CATCH 0 C TC BASINS ARE TO BE PROTECTED WMEDIATELY UPON INSTALLATION. r O i �y TEMPORARY SEEDING AND MULCHING OF FILL SLOPES AND � a - •' � O I DIVERSION DIKES SMA BE big ROUGH GRADING. ALL LEXPOSED' AND UNWORKED SOILSSHALL9E iD 099 STABILIZED BY THE APPROPRIATE BMF. DURING THE PERIOD FROM �j1 r o - �'g 1 I OCTOBER 1 TO APRIL 30 NO SOIL SHALL BE EXPOSED FOR MORE THAN TWO (2) DAY'S. FROM MAY 1 TO SEPTEMBER 50, NO SOIL. SHALL ` BE EXPOSED F SE OR MORE TNAd�f SEVEN (7) DAYS. 2. PROTECTION (`�Q� °p A. PRIOR TO ANY SITE EXCAVATION, ALL STORM DRAINAGE LLT SHALL BE PROTECTED AS SHOWN I EVENT SEDIMENT FROM ENTERING THE STORM SS MH DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF Rim= 260.22 IE Out S. = 255..90 THE DISTURBED AREA. CLEAN THE FILTER AS NECESSARY TO �N�o,�Wt h6� �� ' ° / ( ) MAINTAIN DRAINAGE.11 J � I GIr. PROVIVE APPROVED TRAFFIC CONTROL DEVICES AS NECESSARY. REMOVE FILTER AND CLEAN CATCH proP o BASINS FOLLOWING COMPLETION OF SITEWQRK. ►t .�,. ,� �'-•'�I � �,,��•,R, ) �r :r.:..� ,.. _- � r � -.c y ,,. J � 6 �,�? C_ Q S. INSTALL SILT FENCE PRIOR TO EXCAVATION AS SHOWN ON THIS i 1 H SHEET TO PREVENT SILT INTRUSION UPON ADJACENT LAND. FOR MAINTENANCE AND REMOVAL OF SILT FENCE. SEE DETAIL STANDARD ON THIS SHEET. -f.. . •^� r 3. PROTECTION OF ADJACENT ROADS AND STREETS �' 2 '-•- ' t � 1 SD MH Rim= 259.44 r t. ' JE /n(N.)= 253.94 A. AT ALL ACCESS POINTS ONTO THE SITE THAT ARE UTILIZED BY Y , IE Out(S.)= T. 79 CONSTRUCTION EQUIPMENT AND TRUCKS, PROVIDE A 12-INCH 256 258 �I DEEP PAD OF CRUSHED ROCK FOR A DISTANCE Of 50 FEET Ln �`- ' INTO THE SITE. WIDTH OF THE PAD SHALL B T ..- .. . I 1 E 2S FEE i G' ?S , N MINIMUM. ALL TRUCKS LEAVING THE PAD SHALL EGRESS -' ' X258 - - �° i ACROSS THE PAD. ACCUMULATED SOIL SHALL BE JJ PERIODICALLY REMOVED, OR ADDITIONAL ROCK SMALL DE © `- ll PLACED UPON THE PAD SURFACE. ROCK SHALL BE CLEAN PIT f`� -- �2 e �'I DIRECTION OF FLOW RUN OR 2"-0" GRAVEL.. ALL MATERIALS SPILLED, DROPPED, � 5WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR cl� INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. �- 257. (� I 4. MAINTENANCE OF EROSION CONTROL FACILITIES 2 y >ss Z ! A. MAINTAIN AND REMOVE ALL ER09ON CONTROLS AS SPECIFIED `~ '', ( I ON THIS SHEET. THE CONTRACTOR SHALL REMOVE ALL I pp X;,"* _ . 2N. GRAVEL ACCUMULATED SEDIMENT �_`OM THE CATCH BASINS, I a GRAVEL ��-• 0 ,�~ .� DRYWELLS, UTILITY TRENCHES AND STORM PIPES PRIOR TO ACCEPTANCE BY THE OWNER. + 00 -.•.: A CONSTRUCTION ' ..., ,��' T � ` ► ,�,'�t: - S. INSPECTION OF EROSION CONTROL MEASURES SHALL BE AFTER a` ,— vPcpN - ;P • "��y' n ENTRANCE EACH RAINFALL EVENT THAT PRODUCES RUNOFF AND AT •. '%115S LEAST ONE TIME PER MONTH. A MAINTENANCE LOG SHALL 9E c° ':' '• ':a ,' , , �' CV`, KEPT AND SHALL BE MADE AVAILABLE TO WATER QUALITY r , ��,::7•it '�;�� , �:I ct� STAFF. SHOULD SPECIFIED EROSION AND SEDIMENT CONTROL /� �.. ,-'�;'>p:r.••• �' , :-Y:• •+� •_•, �" BMP'S FAIL OR PROVE TO 9E INADEQUATE THE WATER <, / - / 7r ' " - • M °O i QUALITY MANAGER SHALL REQUIRE ADDITIONAL BMP'S BE �'♦ INSTALLED. ` � _.. • � .-... � � �•••A..7.•p,w,. � + ..F '',, Vii•,•� I � I • - I ..u;. ,�c•�:,":`,rt`a►- .• •r ." (� C ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES * 3 �;./ p �:; "•:'r lv� SHALL 8E REMOVED WITHIN 30 DAY'S AFTER SITE ' / ;'rE( �:i� �' ;�, ♦,r I I ..r�,;,i 0.� EXIST. PUBLIC ROAD OR STABILIZATION IS ACHIEVED OR AFTER TEMPORARY SMP'S ARE '0 ,.•�y,:•� •; APPROVED ACCESS PVMT. NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED 25Z `•�`� ► • * Y •kt r. � ,. t OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL 8E PERMANENTLY STABILIZED. t' •w I I • 25' « MIN. �^��y��c. 1 ' THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF A VEGETATION, c�oT A 2 .... r ALL ETA ROOTS, AND OTHER OBJECT- Ln -•y cam`' 25' R - . •, IONABLE MATERIAL. THE GRAVEL SHALL BE MIN. T ' .�'''`+� . , /fir PLACED TO THE SPECIFIED DIMENSIONS. ,j� I , , ' . 'L MAINTENANCE: ----' _ 247 _ » » THE ENTRANCE SHALL BE MAINTAINED IN A Tax Lo -2600 47'""- - - 2"--Om GRANULAR MATERIAL — CONDITION WHICH WILL PREVENT TRACKING 4& 8" MIN. DEPTH OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. FULL WIDTH of 244 _ i MAY REQUIRE PERIODIC TOP DRESSING WITH LLI �,.� PROPOSED STREET 2—INCH STONE AS CONDITIONS DEMAND, AND 242 25' MINIMUM) REPAIR AND/OR CLEANOUT SOF ANY STRUCTURES — 240 _ ► USED TO TRAP SEDIMENT. ALL MATERIALS 238 SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLE ONTO ROADWAYS OR INTO STORM SEDIMENT FENCE DRAINS MUST BE REMOVED IMMEDIATELY. - GRA ONSTRUCTION ENTR6NQL OF 11201 SW 72nd Ave _.._ _... ...._. .. �!/� SIT 97-0013 JOB 174 1*05710 IF THIS NOTICE APFFARS CLEARER T?rIAN THE DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALIT1f. OCT MICROFILMED t jliitf1,1 ,jam -�mpjl 11 I I i r �,,.,. . . . � g . �''� ��... w�"sx�►-- �—� fir. cu aLIA 10 _lit e_ r" T ALAI lip DRAWINGS I FOR _'t q T W A Tip PT TNT T F, -WALL 1 . 1 kor [ ST CT ATION IF - `\ s 4 • MCMITY MAP t, � hip � FOR * GENERAL LEGENDMcDONA DS CO ORATION f SANITARY SEWER -- STORM DRAINA OSW GO 0 ...v.�r...� .� « ......�.... -- ._._SD WATER ... .�. .«..w.. — W — • GAS _ —. ___ ._._ __ ____ G — —� TELEPHONE T — '/ POWER _ _ _.____— __ p FENCE —X —X— — X — -- X — CONTOURS _ DITCH DITCH GENERAL NOTES: EXISTING UTILITIES & FACILITIES: WATER CURB, DRIVEWAY, ALX 1. CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION 11. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON 20. TUALATIN VALLEY WATER DISTRICT FORCES TO OPERATE ALL VALVES ON PERMITS REQUIRED BY THE CITY OF TIGARD AND TUALATIN VALLEY TME DRAWINGS ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD EXISTING PUBLIC MAINS. F WATER DISTRICT (TVWD). SURVEYS. THE ENGINEER OR UTILITY COMPANIES 00 NOT GUARANTEE BARRICADE n ----- n-------a � THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. CONTRACTOR 21. ALL WATER MAINS SHALL BE CLASS 52 TYTON--JOINT DUCTILE IRON c� SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTLITIES PRIOR PIPE. NCH MARK $ " 2. CCIVTR.4CTOR SHALL PROVIDE ALL BONDS AND INSURANCE REQUIRED BY � PUBLIC AND/OR PRIVATE AGENCIES HAVING .JURISDICTION. TO CONSTRUCTION. 22. WATER SERVICE PIPE ON THE PUBLIC AND PRIVATE SIDE OF THE METER 3. FOR WATER LINE CONSTRUCTION PERMIT, CONTACT TUALATIN VALLEY 12. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL SHALL. BE TYPE K SOFT COPPER TUBING CONFORMING TO ASTM B 88. TELEPHONE MANHOLE WATER DISTRICT, (503) 642-1151. EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL I'i+LITY 23. DOMESTIC AND FIRE BACKFLOW PREVENTION DEVICES AND VAULTS SHALL SANITARY SEWER MANHOLE 0 0 4. CONTRACTOR TO NOTIFY CITY, TVWD AND ALL UTILITY COMPANIES A CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY CONFORM TO TUALATIN VALLEY WATER DISTRICT REQUIREMENTS. MINIMUM OF 48 BUSINESS HOURS (2 BUSINESS DAYS) PRIOR TO START GRADE MODIFICATIONS WITHOUT DELAYING 'THE WORK. IF GRADE STORM DRAIN MANHOLE �f OF CONSTRUCTION, AND COMPLY W714 ALL OTHER REQUIREMENTS OF ORS MODIFICATION IS NECESSARY, CONTRACTOR SHALL NOTIFY ENGINEER 24. CONTRACTOR SHALL INSTALL TEMPORARY PLUG ARD BLOWOFF AS 0 f � 57.541 TO 757.571, PRIOR TO CONSTRUCTION. ALL UTILITY CROSSINGS SHALL BE REQUIRED AT THE END OF WATERLINE FOR FLUSHING, itSTING AND a* POTHOLED AS NECFSSARY PRIOR TO EXCAVATING TO ALLOW THE CHLORINATION. CATCH pASIN (C.B.) 5. ALL MATERIALS AND WORKMANSHIP FOR PUBLIC FACILITIES SI4ALL CON- CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. JUNCTION BOX (J.B.) FORM TO TVWD STANDARD CONSTRUCTION SPECIFICATIONS. UNLESS 13 ALC, EXISTING FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE 25• THE WORK SHALL BE PERFORMED IN A MANNER DESIGNATED TO MAINTAIN OTHERWISE APPROVED BY 141. ENGINEER, CONSTRUCTION OF ALL PUBLIC WATER SERVICE TO BUILDINGS SUPPLIED FROM THE EXISTING WATERU- FIRE HYDRANT (F.H.) FACILITIES SHALT- BE C:;NE BETWEEN 8:00 A.M. AND 5:00 P.M. CONTRACTOR UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR NES. IN NO CASE SHALL SERVICE TO ANY MAIN IJNE OR B11LDMIG BE AND VALVE SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, OR Y S IN ANY ONE DAY. HOUR 6. CONTRACTOR 'SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, OTHERWISE PROTECT EXISTING UTILITIES AND OTHER FACIU71ES AT CONTRACTOR SHALL NOTIFY THE CITINTERRUPTED FORM MORE THAN FOUR (4)4) UR ALL AFFECTED TRAFFIC CONES PER CITY REQUIREMENTS IN ACCORDANCE %jTH THE ALL TIMES DURING CONSTRUCTION, CONTRACTOR TO LEAVE EXISTING TED WATER METER (W.M.) 0 FACILITIES IN AN EQUAL OR BETTER-THAN--ORIGINAL CONDITION AND RESIDENTS AND BUSINESSES A MINIMUM OF 24 BUSINESS HOURS (2 MUTCD (INCLUDING OREGON AMENDMENTS,. ALL TRAFFIC CONTROL � MEASURES SHALT_ BE; APPROVED AND IN PLACE PRIOR TO ANY CONSTRUC- TO THE SATISFACTION OF THE ENGINEER. BUSINESS GAYS) PRIOR TO ANY INTERRUPTION OF SERVICE. W�iT1"FI VALVE (W.V.) 0-#- 0 -��- 0 � TION ACTIVITY, 14. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE POWER POLE, (P,P.) Q 0 6 7. THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED ABANDONED SHALL BE REMOVED BY' THE CONTRACTOR TO THE EXTENT TRAFFIC SIGNAL POLE (T.S.P.) y� 0 DRAWINGS ON THE CONSTRUCTION SITE AT ALL TIMES WHEREON HE WILL NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL RECORD ANY APPROVED DEVIATIONS IN CONSTRUCTION FROM THE ABANDONED UTILITIES SCHEDULED NOT TO REMAIN IN SERVICE TO TVWD TRAFFIC SIGNAL BOX (T.S.B) ❑ APPROVED DRAWINGS, AS WELL AS THE STATION LOCATIONS AND DEPTHS STANDARDS. � OF ALL EXISTING UTILITIES ENCOUNTERED. THESE FIELD RECORD ---- •� PIPED UTILITIES: ui DRAWINGS SHALL BE KEPT OF TO ►,ATE AT ALL TIMES AND SHALL BE SAWC`.UT LINE � AVAILABLE FOR INSPECTION BY THE t NGINEE4 UPON REQUEST. -"' _-_._ "` ""' `-" —" "' 15. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS ASSOCIA71`D WITH OWNtrRSHIP LINE/R.O.W. --J 8. UPON COMPLETION OF CONST'R'UCTION OF PUBLIC FACILITIES, CONTRAC- CONNECTING TO EXISTING WATER FACILITIES. -`-' "' -" - TOR SHALL SUBMIT A CLEAN SET OF FIELD RECORD DRAWINGS CONTAIN- EASEMENT OR TEMPORARY ________ _ w ING ALL AS-BUILT INFORMATION TO THE ENGINEER FOR SUBMITTAL TO 16. UNLESS OTHERWISE NOTED, MATERIALS AND WORKMANSHIP FOR WATER, RIGHT OF WAY —~ y THE CITY AND TVWD. SHALL CONFORM TO TUALATIN VALLEY WATER DISTRICT STANDARD SPECIFICATIONS. 2 4 3+00 Ca 9. THE CONTRACTOR SHALL SUBMIT A SUITABLE MAINTENANCE BOND PRIOR PROJECT CENTERLINE AND r TO FINAL PAYMENT WHERE REQUIRED BY AGENCIES HAVING JURISDIC- 17. WHERE TRENCH EXCAVATION REQUIRES REMOVAL OF PCC CURBS AND/OR STATIONING TION. A ONE YEAR WARRANTY ON THE WATER SYSTEM IMPROVEMENTS SIDEW ELKS, THE CURBS AND/OR SIDEWALKS SHALL BE SAWCUT AND 4 FOR MATERIAL AND WORKMANSHIP WILL EXIST FROM THE DATE OF FINAL REMOVED AT A TOOLED JOINT UNLESS OTHERWISE AUTHORIZED IN E/P EDGE OF PAVEMENT Q � WRITTEN ACCEPTANCE OF THE PROJECT TO DISTRICT STANDARDS BY WRITING BY THE ENGINEEk. THE SAWCUT LINES SHOWN ON THE TUALATIN VALLEY WATER DISTRICT. DRAWINGS ARE SCHEMATIC AND NOT INTENDED TO SHOW THE EXACT � I;--` ALIGNMENT OF !� rI CUTS. T.C. TOP OF CURB 0 10. ELEVATIONS SHOWN ON THE DRAWINGS ARE BASED ON CITY OF TIGARD X.150.0 SPOT ELEVATION MI BENCHMARK NO. 237, A BRASS DISK AT THE SOUTHWEST CORNER OF SW 18. ALL PIPES SHALT. BE BEDDED WITH MINIMUM 4—INCHES OF 3/4' MINUS 72ND AVENUE AND PACIFIC HIGHWAY, IN THE CURB, ELEVATION 266.0. CRUSHED ROCK BEDDING AND BACKFILLED WITH COMPACTED 3/4- MINUS CRUSHED ROCK IN THE PIPE ZONE (CRUSHED ROCK SHALL EXTEND A MINIMUM OF 6—INCHES OVER THE TOP OF 'THE PIPE). CRUSHED ROCK < TRENCH BACKFILL SHALL BE USED UNDER ALL IMPROVED AREAS, SHIT IND" C 14. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILI— SLIT NO DESCRIP110N------- TIES REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH TVWD CONSTRUCTION SPECIFICATIONS. - 1 — COVER SHEET, NOTES. VICINITY MAPWEE— l— T 2— WATERLINE RELOCAT" PLAN PROFILE _- 3 DETAILS OF 11201 SW 72nd Ave SIT 870013 s or 15 1 742*057*1 . z r. IN THIS NOTICE APPEARS CLEARER TTIAN THE 91998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. OCT MICROFILMED a !t1�tlt nlhltl t�Ill� tiltiti m nim mt�trl. slim Inlr II�i! ituttla In�iu 111iu fI111I}I! lilhHl II :i - . k. I -. _. -- __ ._•. ._..... . .._ . --• '-7,_ IPI.1/4" BEND ' 40' BEND _ - - _ - .. --- r F. .!.:'�'►. I _.. . 4 • �'%"'J ._ SA�WCUT EXIST 111 ' FL X MJ �' __r._ ._�` FL. T.B. 12"'D.l. PIPE • SAWCUT EXIST. a O' .: . .. W/ T. 0. ._ •.__.... o� � PREPARE END 1Z D.I. PIPE • �'ti -•__ : . �� ,* C� "p Ff)R COIMN. TO PREPARE END FOR � 4 y- � `-,._.__.__ . CONN.TO FITTINS 1. � �- . PACIFIC H'�Hwqy , 4 ., °'; ..---,I,- - —. _ . ��+'.- S/ ``►,. / FITTING E Isr /.? a./. " ) V o!�'LECT PIPE • MAX. e 0 !d `/.,1a !tE44'IONI � o.i _.-_---- ___- _ - RELOCATED 1$ TEE . -.. . . TO ALIGN WITH FITTINA -. `I, A �;,, ___ _""," '--._ • VALVE, 12" C. 1. . . _. .... SCALE: 1" = 20' /------- - .. SLEEVE , _. .. ._ . •----- _ , .. ..... . .. .. - ME6ALt1(� .� w �l t::hcr,t c:.1., ,r, - i ) _.._ . MEt3ALUC I CARV -- __.__.•_._.__,_. .... ..__ „•,,.. ._ , . .._._ .. . �2" D.1. w- ------'�""�- ,gf RET Cll D------- 1 EXIST TVWD DET 601 __ METER VAltLT�"P(IsING • �S-:, -- .._.� w-,. RETAIN ER .� C�+l1 .....-.-- __ VALVES ®Y T.V.W.4, ,.ANf `"o��`�f- ,ytti.!!' _', •. GLAND IliN.iTALI 1•V2" *TN. SVC. i -p ,�,• ' ."'.•r- - 6'::x'I1 10, - " 0 L. NO. t FUTURE) ,. __3�•,r' .V :V� �«: • (9)F1/2 W.M.'s. S EE GRADING, �_----, : :.zw;4 - �^ :.r �Mt. 11.1414.1.?": _ . . / !;' H „CCP CL L. 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I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : " : : : : : : : : : : : . l : : : : : : : : : : : : : : : : : : . . . . . . . : : . . % . .. . . . . . . . . . . . . . . : : : : : : " : : : : : : : : : : : : : : . : : : : . : : : : : : WlT.B. V LV7 26.60 . . _ . _ __ . . . . __ . , . . ____..__ ... __. _._.-- ._._ _.._____ __._._._ _ . ___.. __ ...._. .___.._..-. . • . _ .-. .._.. . .._ . ... __ ___.. . . . . . _ .._ _ . . I . . . . _. . . . . . . . . _ • . . . . • . _. ._.. ..... • _ .- -. _ .-. . .._ .. _-.w._ _____ _ • ' __--.•-_ - ..•, - ._ .._._.�.. . ___.. _ _ _ ' _ I . LLJ . . . . . . . . • . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ♦ . . . . . . . . : . . . . . . : ;! . : . . . . . . : : : : : : : . . : : : : : : : : : : : . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : S'A�SUME DtPTH: : : : : : : : : : : : : : : : : : : : : : CONN. NO.2 SIDE VIEW � : : : : : : : : : : . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . : : : : : : : : : : : : : : : : " : : : : : : : : : : : : : : : : : :.: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . I . . . . . . . . . . . . . . . . . I . . . . . . . : : : : : . . . . . . . . . . . . . • . . . . . . . . • . . . . . . . . • . . . . . . . . . . . . � . . . . . . . . . . . . , . . . . • . . . . . , . . • . . . . . . . . . . . . . . . . . • SECTION � A C : f4 : : : : : : : : : : : : : : : : : : : : : . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : " : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . . : 4 .� _-._.._ _._...____- -�_-_�..__.._.__. _- ____. . _ __. .___�_.___�_ _ . . .__. __._.�_____.____ .___. _ __�_ ._ . ..______ __ _�_ . ____ __�_��___ �__ ____ _ _ - - -_ ,. . . . . . . . . . . . . : . . . . : : : . . . . . . . . : : . ' : : . : . . . . . . . . . . . . . . . . . . • . • . . . . . . . . . . . . • . • . . . . . • . : . . . . . : . : • : . : : : : • : : . : . , . . : . . - : : • ' . : : . . . . . . . . . . . : • : . : : : : . . . . . . : : : : , - , - I) . . . • . . . . . . . . . . • . . . . : : • : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : " . . . . . . : • : : : " : : : . : : . . . . . . . . . . . . . . . . . . • . . . . • . . . . . : . . : . . : : . . .X : : : : : : • : , * : : : : : : : • : : : : . . : . : • . : . : , • • • • ' : : , • • : . . . . . . . . . . : : . : . . . . :�: : : : : : : : : : : : : : : : : : : : : : : : : : : : RESTRAIN ALL I�ITTNGiS USM MEQALUG RETAINER GLANDS . . . . . . • . . . . . . . . . . . . • . . . . r . . . . , • ./• . W ��i . . . . . . . : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . : : : ,,Ir , , : : : : : : : : : : : : : : : : ,. : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : " . . .. . . . . . . . . . . . . : : : 1.. . . . . ... . ./.S.T. . . . .. . . . .. . . . . . . . . . . . . . . : , . , . . . . /. • . . . . . . . . . . ..•:=.'' i w.J 9 . . . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : : . : : : : : : : : : : : : : . . . . . : : : : : : : : : : : : : : : : : : : : : : : . : : : : : : : : % : : : : : . : : , , , , , . . . . . . . : : : : : : . : . : : : . : . : . : : : : : : : : : : : : : : : . . . . . . . . . . . . . . . . : : : : : . : : . : : : : : : . : . : . . : . : . . , . . : : : : : . : : : : : : ' . : : : : . . . . : : . . � . . : O;P'OiSED .Q rD C L W : ' : : . . . . . . . . . . . . . . . : : : - - N. : : : • . . . . . . . . * * , . . . : : : : : : : : : : : N !? NCE fJF CO_ .ST�E� C?N . 0 . . . . . . . . . . r . . . : . . . . . . . . . : : : : . : : : : : : : : : : : : . : : : : . : • . . . : : : : : : : : : . • : : ' : : : : : : : : : -- -_.___._ _.__•....-.•____ --_-• .____- __ _ - - ..._ _ �.�_._.�_ _ ___._ __._.._ ___ � __ -- - 1. W operate all valve n n circumstance shall the contractor �C � r✓' _ _ Contact Tualatin Valley Water District(TVWI.)) 48 hours prior to construction. � . • . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . I . . . . . . . . . . . . . . . . TVWD to ope 'a a s. LJ der o c' eu stance s a 1 eo t actor operalte I ► i . . • . . . . • : : : : . . : ♦ . , . : : : : : : : : . : : : . : ' : : : . . ' : . . . . . : : : . . : : : . . : : : : ' : : : : : ' • : • • • • , , . . . . . . . . . . . . . . . . . . . . . . . . ♦ . . existing water valves, . . . . . . . . . . . . . . . : . . yi : : : : : . : : : : : : : : . . . . . . . . . . . . . . . . . . : : . : : . : : . . . . . , : : : : :STAT. 1:0 t Q.a • . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : : . : : : : CL � . . . . . . . . . . . . . . . • . . MAINTAIN16 CONNf f '1�O 64t. 12 .*L . • • • ♦ . . . . . . . . . . . . . . . . . . . . . . . ,Cy . . . . . . . . . . . . . . . . . • • . • . . • . . . • • • • . . . • . • . • . . , . . . . . . . . . . . r . . . . . . . . . . . . . • . . . . COVER 2. Ensure existing valves at Sta. +75 and 11+70, on the cxist:ng 12-inch water mal+n, . : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : -------_�._ ___�_ f_-_ _.. ___ ______ _ --..____.._ .__ ... _ _____._ . - . •.. ____.__._. ..._.__ 4 � are closed. . . . . . . . . . . . . . . . oe . . • • . . . . . . • , ♦ • . . • , . . . . . 3. Complete connection #1 Install pipe and fittings between Sta. 10+00 to Ste. 12+05. 0 , . , . . . . . . , . • . . : . . . . . . . . . . . . . : . , . • . . , • . . . . . . . /. • . . . . . . .. . ' . : . � CONNECT TO ; • . ' ' • . . - , , . . . . . . . . . . . . . . . . . • • . . . . . . . I . : . . . . . . . . . . . . . . . . . I . . . . • . . . . . . . . r . . . . I . . 4. Install blind flange on end of pipe at fits. 12+05. Construct 'Temporary Tie Back. < . . . . . . . . . . . . • • • . . . . • . . • • . . . . . . . . . • . • ♦ • • • • . • • . , . . . • . : . . • • • . . • . . . . . . • • • • I • . . .". • . . . . . . . . . . . . . . . • • . . . 1 . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . • . . • . , . • • • • • • • • . • . • • • , . • • , • • , • • • . • • • • • • • . . • • . • ♦ • • . • • • • • • ♦ . • . • • ♦ • • • • . t - . . . . . . . . . . . . . i . . . . • • . . . . . . . . . . . . EXIST: 12 W/L. . . . . . . I . . .N. . . . . . . . . . . . . . . . . . . . , . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . Test and disinfect newly installed pipe to TVWD Standards. �{�y�j . . . . . . :. . . . . . . . . . : . . . .y . . , . . -:_: : . . . . . . . . . . . . . . . . . ,i . . . . . . . . . . . . . . . . . .: ::_:_;..�_.:_:_: ". ?h' T��';P� L_� 'A!P�'_'PJJ. .t . . . .-- • -- - . - : :.;_. '_' . . . . . . • . . . . . . . . . . . . . . . . . .�. . . . __: : r . . . . . . . . . . �:_:_. . . . . . . . . • . • - � - - . . . . • • . . • . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . • . , .(.1,�C5r1M.4r'Ea 9jr,PrN). . . . . . . 'L 5. After new waterline h v . . . . . . . g: D . • • . • • . • . ♦ , . • . • • . . . . . . . . . • ♦ . ♦ . . . • . • . . . . . . . . . . . . a eeas been tested, disinfected and approved by TVWD contact . • . . . . . . . . . . . . . . . . . . . . . . . T . . . . . r :1:�. . . . . ��,p� . . . . . . . . . . . . . . . , . . . . , . . • . . . . . . . • . . . . . . . . . . TV'116�D and schedule shut dawn crf line for completion of connections #2 £u 3. . . . . . . . . EX./3'. .. . , . . . '� j. . . ,r . . . . . . . �N 1. . . . . WAULT ' ' '� NE n • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '. L. . . . . . . . . . . . . . . . . . . . . . . . . • . . . , . • . . . : . . . . . . . . . . . . . . . . . . . . . . 6r. C ml+leta connection #2 do 3. Leave fitting> exposed. 3 I 41 2 __3_,II. ____7 ITI : : : : : : . : : : . . . . • . . . . • . . . . . • . . • . . • . • . . . . . . . . . . . . . . . .. . . . t . . ;t. . . . 7. Contact 1"VWD to open valves on exi4ting waterrnai:i. Backtili connectiQ:�ls after . . . . . . . . . . . . . . . . . . . ♦ . . . . . . �,!: . . . . . . . • . . 2 up . . . . • • . • 22:1/ ' NO". OND: . • . • • . . • . . . • • . . • . . . • : : : : , . . . • • . • ♦ . . ♦ • . • • . . ,�-:� . . ♦ . . . . . . . . . . . . ♦ . . . . . . . • . . . . . . . . . . 7''�VV"I? hay inspected land tlpprcwed connections. . . . • . . . . . . . . . . . . . : ' : : : : : : : : : : : : : : : : • , • . • • • : , . .,,,- • . .�, . � ' : : : : . . . . . . . . . : : : : : . . . . : : : : : : : : " : : : . . • . . . . , . . . . . . . . , . , . . . . . : . : . . , . . . . . . . . . . . . . . . : . . . , . . : : : • : • : : ' : • : : ' : • : . . : : : : : : . : : : : : . . . : : : : . : . . . . . . . . . • . . . . . . . . . . . . . . . :;�': . . . L . . . : . . . . . STA :I14T3 � AIN. T�EXF3T I! WfL : : : : . . . . . . . . : : . . . : : : : : : . : . : : : : : . : . . . . . : . : . : : . 11201 SW 72nd Ave . . ,,. . � 17 , 4574-t. SIT 97-00`13 . . . . . . . . . . . . . . . . . .SEE . COMM. p1'L' ., KJO.2: . . • • • . , • . . • . . . I . . . . . . . . . . . . . . . . . I. 7 0(15 - - il IF THIS NOTICE APPEARS CLEARER THAN THE OCT 91998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALl-1.1" C MICR,OFILMF,D ' 11111111111 111plipplI IIL`t}s.i1111f I I�IItillij111 IIilillifilli r II� 11t 11f1111t ILtil gtr910-i�� .- iiiini rllll;ul uN)li o*li ofh i III�111l11110111k1 10"a Il! Tal. 4 - .. .. ...n,�. . ' ..t.., ... .a ei.,..i ty'.h': '�'�i .._17..-"a:• ti.lt�-.ki�a...� v': a c.'t�.7 Q17}�:.'•,. r :� .��r, r ' , A �o t�^f' ,. :R' ,;r ,. r,�,, •4 re F'.'t i`Yr ':'9..rGP •1r tif' ,.• ♦lb.�',nP�/. . iii k.,1''7'' ,,7�-.NrJ'r.. ""..'.` ,:. _ y..,.,<a..1,M.,.,. -n,.�•..:•.:.i,p'�'F.� ... .:.�".: - . _.�.. r •,1.�[,',1 w. lt:c:1!l. .r ..,li,°. ..r�.. _. .dRC,„'k1r';�"•-•,v. -.. 1 ui..Ip."71•...#' jV !. x ,..rt vto r r .. .�• 7M, r •e : ,;li'}'-win w .r«•1-: t..•.+!!tia✓.... - Y ,; S•'n i i I I X CAST ALUMINUM LID CLASg •�' ,•..----- T-_�__ _, CL , WITH THE WORD `WATER" CAST - PROVIUE VALVE OPERATOR COMPACEB MATNE NATIVE :A%R+AL. IN THE TOP SURFACE EXTENSION SEE DETAIL No. 5 MATERIAL AS SPECIFIED 10 cx. \ - )KCAST ALUMINUM \ TOP SECTION FINISHED GRADE EL W �.'\•.,�;:� ,;:'. . '.,j• . , ;•..� ;.. .i,,»•;'.t tit ..�1.= .r:�,»;w• �', . ;/ HAND TAMP BACKFILL- ?�, AROUI4D TOP SECTION TNW Eom TO �sl / }► SOUND PAVE" � )KCAST ALUMINUMi Ir BUTTERFLY VALVE to � �� - BOTTOM SEcnON � , ENDS AS SPECIFIED CAN -- COMPA MD GRANULAR BACKFILL AS SPECIFIED ^C� - �,,.w:ii�•�.�•. M lar fro NQT ESI �''�� GEAR OPERATOR 1) VALVE BOX NOT TO REST 0 fill ON OPERATING ASSEMBLY, CLASS OCR 2) OPERATOR EXTENSION MANUFACTURED BY- `' ,.. ....•••i• :• COMPAC" K.AR REQUIRED WHEN VALVE NUT METER BOX EQUIPMENT ' '"` ' '" " GACKnLL As sFt*oM IS DEEPER THAN 3 FEET FOR THE TIP 12 NICHES Fp'©M FINISHED GRADE. VALVE BOX COVER NO. VBC ' 3) CENTER VALVE BOX ON VALVE BOX TOP N0. VBT 18' AXIS OF OPER. NUT, VALVE BDX BOTTOM NO. VBB + �: �.;.•� 1� 4) PROVIDE 24' SQUARE BY 4' THICK CONCRETE PAD OUTSIDE OF PAVED AREAS 5) VALVE BOX COVER SHALE_ BE A MI141MUM OF 4 112' IN LENGTH ]BUTTERFLY VALVE DETAIL No. T � FI _ DETAIL Toal�t Inklvater DisWet SETTING DETAIL 4 'htalatisY ABOVE THE PIPE Z0w 10 _ Ltir �! M9 (HMIZIINTALi M V016.tJlIE (IF THRtlST lA.OerK BEARING AREA OF THRUST BLOCKS IN SQ. FT. IN CU. YM (VERTICAL) i I ITT1iaG TEE 90" BEND 45• 22 1/2* 11 li 4• ITTING BEND ANGLE SIZE BEND BEND BEND SIZE -45* 22.5° 11.25• 4 1.3 1.8 1.0 1.0 1.0 4 L1 CA- 0.2 6 2.8 _ �Y4,0�- 2.2 1.1 1.0 6 2.7 1.0 0.4 8 - 5.0 7.1 3. 1 2.0 1.0 8 4.0 1.9 0.6 12 11,3 16.0 8.7 4.4 2.2 12 6.5 3.2 1.3 • 16 20.1 28.4 15.4 7,8 3.9_ 16 14.8 5.6 P-3 20 31.1 _ 44.4 24.0 12,3 6.2 24 45,2 44.0 1 34.6 17.7 11.9 VALUCS SAM 04 M PSI VATQ PKSVJW AND ON PTF SOIL KAMM CAPACITY. • 6 t BEND TEE VERTICAL BEND � F SIZE G SIZE ENKIIHM 40-12` 116 30 0 �7• 14•-l6• 118s w NOTESI .• r'• LLJ 1) CnWtRETE }LOCKING TO 8E POUR£D ACAdNST '�"• UNDISTL*KD EARTH 11) ALL CONCRETE TO K CLASS ;VW • 3) ViVALL 12 M& TOTAL. THIL'XNESS Pd"YETHENE SHEET STRADDLE BLOCK MUM FYTTTN3, SECURE TMEET ENDS TO PREVENT SEE DETAIL No. 200 F "411APRRIOR�'tFEW O POURINGVTHRUST ILOCX EET AND NG IPE 4) PROTECT MEDICAL JOINT FOLL.OVERS AND PMTS ` FOW CONCRETE VITH TEMPOAR1 "VMS AND POLYETHENE SWETING SEE NOTE No. 3 �....w...- T11T BLOCKINGDETAIL No. alaBinY a DETAILS 20 SHEET X08 HIS 11201 SW 72nd Awe 1 742.O57o 1 SIT 97-0013 --j_. 8 of 15 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 9 19% b)OCUMEN'll,THE DOCUMENT IS OF MARGINAL.QUALITY. MICROFILMED I ;�lilfldl ��il�I�iili#� i#�#�#��#�#� �lldi� �l�I� �i�#�!4 r!�#� f � � �� fi� �f�l� ►!� l �� i 1ON lowr lr I r r i M1 1 ' �• � +N'.. A'T(., �4S.'� 1 - .se �. •, �J.*. .., * . ' 1 _ rN 's . �►.';n ,�' �Iq Vt',� W� '4,t' } • r• '•r�r .r ; _•{/ y 1..i ��"r�p' . , ,'• � b• 01 A. STEL PM.- GONG. l 2l 04 HUR I Z. • p I LLEP REBAR CONT. I " RAU 105 F•I N1 SH 6RADE TOP OF PAVEMENT --BRCCM b" F i N I SHED TOP OF �1 6RADE b" 1 ' -b" PAVEHFNT . TOP OF -_- _ - 1 "R > FI NI PAVE)-*_-NT 61iADE 2"R W� 2 •O"POURED .� 00 0 ••• � // / ° fob o ° O deo ° �< '$ CONGRf! E0 1 • _ ` UJpmemo ° �-1 - ROU6H 6RADE ( REFERa NO °° TO SPEC. BOOK) PROVIDE EXPANSION JO I NT5 NOTE : RlJU6H 6RADE O 20' -O" O.G. MAX. _ _-- REFER TO 5PCE. PROVIDE EXPAN51ON JOINT5 BOOK O 20' -0" O.G. MAX. NTE PROV I PE EXPAN5 I ON JO I NT5 O 20' -0" O.G. MAX. 1 6 it x CURB U2 GURB AND GUTTER D3 GUARD PO5,1_ D4 1 4 " - � � 0 x 2 GONGRf TE CURB KG4 -0 �4 1 = 1 -0 G4 1 /2" = 1 � _0 G4 1 _ 1I _0 O VERIFY THIS DETAIL WITH LOCAL 6OVERNIN6 AUTHORITY WHEN PERFORMIN6 WORK WITHIN PUBLIC R.C .W. -O" O.G. MAX. m 1 /2" GIA. 8' -0" O.G. MAX. 1 /2" EXPANSION JOINT TUBE TYP. N .- FLEXIBLE CAULK OVER1 " RAD 1 U5 N - 1 1/2* DIA. EXP. JOINT' ( NOT TILE T.S. 3"X3"X1 /4' T" m• E�ROUT) � TYP I GAL TOP OF PAVEMENT u _ �j VARIES b" T.S.I - - - 3"X3"X1 /•4" 1 /2" EXPANSION JOI� / � TYPICAL d 1 /2' DIA. SQUARE � v TUBE PICKETS TYP. cy �'. ,�--x--•4A— o `� iv ATERNAT I N6 TERN • ° 60.O 4 • p ,r • - m 1 /21, DIA. b' -0" �.• ` PIGKET5 TYP. `r 5GIUARE TUM b" �.OMPAG TED --� '''' EiRAVEL (V 4 1 /21, b" X 18" CURB OR O.U. MAv. $ CURB 4 GUTTER NOTES IN ADDITION TO OTHER ppCC H1N6E5, ALL FENCE GATES TOMAX. n M ) Q G. O ,� HAVE ONE KAN7-SLAM TYPE �•- � HIN6E, TO HINDER QUICK CLOSURE. u " NOTE: D I 11EN5 I ON VAR I E5 W I "TH WALK F I N I 5H I- D5 HANDICAP RAMP SIDEWALK AT CURB ro� STANDARD PLAYPLAGE FENGE D8ALTERNATE PLAYPLAGE FENCE G4 1 �� - 1 � _0.. - 1 �� 1 _0 11 r,41 /211 1 /2 " 1 ' -0" G4 G4 /., , c� --, tr) 12" X 18" VERIFY FINI5H WITH v�d _ _ VARIES .� .. FINI PROJECT MANA6ER 1 a 6RADE. VAR.I E5 N N \ v 7 POLE 4 �o ab'6 • 9OO % . 1L o Oire - No 4o o -- F I N I SHED 6PADF- ROlh5H 6RADE REFER TO SPEC. BOOK N-0 FE : LLLL PROVIDE F-XPAN51ON JOINTS 0 20' -O" D.G. MAX. D� SIDEWALK W/ THIGKEND EDGE L' 10 HANDICAP SIGND11 BIKE RACK � G4 C-4 NOT TO SCALE ' 11201 SW 72nd Ave SIT 97-0013 9 of 15 - ,,,, _..rte rr�.=.••.. _ e ,Ae,.. _ ._ _.. _. .. 11'THIS NOTICE,APPEARS CLEARER T14AN THF, MM i DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. WT F MICROFILMEDOWN ' ��IliErwl�ll it NAA t'��IiIl��liii �I�i�I��I�tt t��Tt�•r��r ��'� 11r�t�� ,�� ,', . .:: (MINI!Itnl!!ti Ii1�1 nllbl� I�iN nulla �� ulml mlaa I�!!1 Flan ' ' w ' ..wv4iYW.Y+.NavWu.:.,.«u.wiYWY.-•-. — — - a...',WltlfiM1�F/I..II.iIO ._ Y i Pa.E o o � n5 _ i ANCHOR BOLT I __\8 11 CONN. FOUNDAT I ON � VAR I E� 1 --- -- 90 5ER 1 E5 `� \ DIRECTIONAL BA5E PLATE - ::"X4 " 5TEE-1 TUBE _.. MOLTED TO FRAME) 1 /2" COWL)1 1 i I /1" ? HOLE FOR / � .. 5TL. ANbLE FRAME 4 1)1 A6. BRACE-5 POLE 2. B" ��- ELECTR 1 GAL - - 1 -1 ANCHOR BOLT �. `GO0�5 SMOOTH) _ ( 4) t /?"m x .fit " � � � r PAINT W/2 GOATS 04(, ANCHOR FY)[ 15 � � -•I RUSTOLEUM, > 2" �I LATCH FLAT WA��HE�Z .IAM NUT - 5/9 ?"HOLE FOR - N % ®ASE PLATE _._._._...-.__.._ bRADE 1 /2 l BOLTS I NUT i I _ - -LEVEL I N6 NUT �'```�•,� ' O NON-5HR I NK GROUT NU VEL 1 N6 \ r CONCRETE J 04 __ _-__ \ STEEL POLE FOIJNVAT I ON ,p �' _ _- / ! I !! r 4 / • 6RADE • VIA. 6ATE POST " 11 5 X5 A.B. S �PAG, N66 1/14" HOLES DR 1 LLED INTO CONCRETE _ � W i! - CANE BOLTS F- II !I t b A. IN NIPPLE .. < `� MELDED TO ) /2w STL. PLATE P PLATE '� COLLARS u 1 /2" BOLTS TO FRAME 3/4" GANE BOL_T fv Db DIRECTIONAL 5I6N DETAIL D5 DIRECTION BW,/4" HOOY BA5E PLATE o2n3o tA.Dw� 197 FLAG POLE BA5E G5 "It I -oll ' - - - - D 65 TYP. 6ATE DETA I L 65 112 = 14 -00' -'O" SLOPE TOP METAL COLLAR TYP. a � a a WELD BOTTOM COLLAR TO P0,5 , BOLT TOP 4 COLLAR J ~" b" DIAM. t3 1 /4" X b 1 /2" L6. �, CONS.. F I LLJ _J GARRIA&E BOLT - USE WELD TO FRAME P05T DOUBLE NUT AND GIJT 4 OFF EXCESS THREAD � O 20' -00 4" X 4" STEEL P05T - METAL DOLLAR TO s W/ WELDED STEEL GAP FIT " • POURED ' �. 'j Q 11; 5 l D I N6 TO MATCH BLJ I LD I N6 TYP. OVER 5 D I A1`1• A CONCRETE "' _ v ! 2" X 4" WALL PANEL FRAME POST. 6REASE AREA aLj BETWEEN P05T 4 HINGE W •-• i " X b" WALL SLATS G - ' 4 v GUARDC�fPOST� TYI P.�• °4 TOP OF PAVEMENT � b' k- 5EF.d DETA I L P2165 , E- 440 ! 4 o2e3o32A.DW6 TYP. GATE POST DETAIL c L Q ° 4 Q 1 _ 1 , _O r ° Ga 4 r ... G5 b" GOMPAGTEP f- E4 4 ° a i6 6RANULAR FILL to G5 �a a a G a GOMPAGTED 5U86RAPE 11a2 TYP. WALL SE T ION Iloilo d 1�E3 FRONT ELEVATION 52 Wo 6 TE P05T' TYP. 65 1 /4" = 1 ' --0" G5 1 /4" - 1 ' --0" G5 SEE DETA I L 4P I /C5 4 < 4 �_, d a q/1 b" PIA. THRU FOR 6•• GowAmrre P I Ll L'D STHM_ "T Q 53 _��J, , —_._ 11 G5 4 t /2" EXPANSION AWA-ORS o 4 4) PL ACES 51 D I 1d6 TO MA?`C,H E3U I L.D I Pk5 TYP. - • 4 � `A 4 SLOPE TOP 4 - 6RAPE 4 1_ b I IL a 4 -.___ "__ D4 BA5E PLATE DETAIL v fir _ do ... '• f• ,Z PoLffiev 4. if 44 \ ° 44 �-+-"- �� RECESS NUTS INTO 2" x 4" ' �3.a I C5 416 4 4" X 4" STEEL P05T � »• �`" x b" GCWRETE SLAB E4 51PE ELEVATION a . 1 elm a y R( LOVER.. 5I DES W/ IDS 12-A.DW6 F �+ b"� GATE P05T .-�" 0" WALL... 5LAT5 - 6U TO FIT " , :�� FLOOR PLAN _ TYP, WARP P05T DETAIL TYP, 5ECTION OF P05T C% "F G5 1 /4 If _ 1 , _0„ G� 3" - _�� G5 3/4" = I 1 _010 i 11201 SW 72nd Ave SIT 97-0013 10 of 15 -------- IF THIS NOTICE APPI?ARS CLIFARCM THAN THE OCT 9 10 DOC'JMENT,THE DOCILI NT IS OF MARGINAL QUALITY. WCRonLMED I oo!►I �1 1�I x'1}.1111 l�i�1��1�f� � � Tt t �1��i r 1 ° �� 1�I� tt� � i 1 ir e +• + f1. 1 ' ' �` y: e.I p Iii 2 • •^ �,. I,Y 6ENERAL NOTES GLIA O� 7. 094% 7O 1�1':T III IVR TI9AMI NAT 1 OM! ' TMS: LOCATION Me OR I MTAT I ON 4. Plr'_'-5IS.L BOAPV 866 IS OF Wt"I T I AA* i N 61 Ve W I LD I ND. 2 OF Mt W WAMS AMP � �, - LS Olt I ONITATM FOR V 119.1 MS DY fmWV i DC TIW# G I WoU I T5 FOR WK) WARP 1'l m T�1'em 1 Me? JW TP c Slow CAR 5 OR A8 hL"TWT I Mme'' 9Y SITE AND PW-SfA-L. DOAW S. ONE 6111W I T POR SW PLAN M 1 TM! GARB � T*OB I T 1 t�l+�,p �'a!�I T I OIV15. !i!'L'� �F'LAk!t M's. L 1 dM�IT'S Arm OP! C.116Gt!l T 141"114 LIK.K i'4t�Ot PQR��N6 � , '-4 D. "nC WAF" Alle '.!i°IDAC,K -I' -O' MOTOR !Iwo C -m. �► � .. K+r,.,ORLVINb TO THE MAX. AMOI,Mt•T � ! ...•....•......_•,._ J OP GJ� WRIND A MAK FMICD. N10vM� TMS PAGR. Or OltrC'R cUla9, tixC.lJI►T ALL. D I Ml O I~ SWM AM BASM I N AREAS 9M101!IN. TIS 16 16 TO ..�. Y_ � cAa e i WON PWTOTY'PI GAL LAYOUTY P�iT DAMAWlil: TO EIDAOWG PI" • ACTUAL P I MEM 1 d14 To DI: MOW I Nb ViL'I 4 I C,I 05 w. � ON DIT!': 910MY 1 P I G .-~�— THC rW AIOR DMI 5 MR ALL BOARDS CONN 1 e1 URAT I ONS 4 TF!! •. vmlM!' rr • AM s1� GN' coMlvt�c, W TO W PLM EV FARJ�A JIL TO ran�s RAJ100MBIM OP Wltil► :,9 t 4. THE! PAS of �+'•�!! >3c��. M �'11i111�1 t�At tltlrJlRffi lwITGM'!9 L.E/ID6. �I•`•` ---'"`---'��' POR 2* HO*) BOARD 'A" 19 CIRI ONTA12W /� �V I!9'11 MIIti BYG Alt 2 (PRIMARY �. USM AMP GAR 5 (5 iCOWARy usm owl 9. PIIE-SCLL BOARD 064 is OR l DN'1'ATlD FMV I dU I M16 IW17' -O' 4 CAN 5 (PRIMARY UNK ) AND CAR 02 1 •„�0'-O' w CAN 4 (,IIlY,OMprlytY lJSQ1 , ORAS � ... sD 1I Nm 1d dr *IM GOMp I T I oMld. V001 �c VI%l i�GL_E DETI�GTOR LOOP `•' ', r GAR 0 5F N6 IN 60WAIM'TL','. OW bI AICRAW I p / — SPEAKER POST 3 1/2" COIF. I/ COW. ' _-l� ^.- �,• we ,� . r 1 1/2 C4W. G f -s✓■ I'm WNYROL A u- 2 WIV. FOR WNTWL. TO J-DOX rf J 1r 2 • 4' -0' A.P.P OW !SW. 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OCTMICRO FI RED fflilj IMi'AW �� ili�hlt iplilti ilul�lu tlillti{lu�{!N Mita •Vit! p!{flit nr�i! �!!bm >a!'I �lt�a�irlltil l�w�lri !!{rt +11�1li �11tat1 'I. fit TO SHWT E1 POR 11MINAT1ON GP G00J I T a** I NS I ve BU 11.01 Nb. 6ENERAL NOTE5 we lwa /ver RM•-18.1. &7NI7S ONE C,11tW 17 Olt L I iidTB AMP ONE e I lit✓W I r H I r►+ LO" f ' 1 , MOTOR rc>frTpc SI AbRAMI • L.�fJGAT I ON AIS OR 1 f'afYAT 1 ON f3. T'F•! di3N®DS Aft !'1RY'EJlC.K 1'-O' . OV NEW W AND ISE-i�.t� I"1�OM T;jE 1�ACf� 01'B OU11'� WIit3, v ,. r ¢ M 1'!!lIE" 17E 1l�MI!NEp Dylm S I mpi'tAlf L l NIMOFTHe CAM ��, IN AI�.A® slr+c�+. Tf-O l s Is TO --� P'Iir"`Vl41T DAMAdC TO WAMS RWM THe CAII�li 1�fl.NOE �1 T I ONSCA-M. /�\ �e ■� _T N�t71/I N!i Visl I O. Tl-! Af�iG41C1It 1�1.TS f"OR AL1.. AGGt [�1 P16 TO T1F >•iAX. hF40tJN i NOW (0 'W PARA-L.IS_ TO THe z r t� f� DIJPt 1 Nd A P1�JVC �I Ofd. f'AeE CJI¢ TFIE 6 I dt+lS. •. 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FOR AUDIO 1) 20A-I-P TO 6c 1 PULL BOX s .r 1/2* CONDI)I T -- — — 4�- 61- CAR 04 ry /0;IIIIIIII!\ (2) 2OA-1-P < . . GI WA/l T MAXI'S I ■10 -•0 w I N AP-1 , 1 ' WNPU I T „� x SM Nam 01 TiD fLEG ��, PANI L 0 AejRfNiRJ�M.IN6 I Q C40 1 V i/4 I -0 ® I 100, r .. �. 1 � r TYP I 15 1 1NON TO b . . . W* •f SM PL./1N 01 40 a f i�R 01 CAIV -9 m 04 A r-� PAV1111FIT MAN SO rcow SM PLAN 01 ABOVE WIN 04 SM.. PL.AP. 01 ABOVE FOR W I R I N6 D I MRAM. FOR H I R I P46 D I A6RAM. ALI /000 1 11101 - 01, 11201 9W 72ndi Ave _ I'•10'- 0' !alp2'Al SIT 97-0013 .... •�.._ 12 of 15 • �.Yc'filti'4'_••ygyGAlT...Y..eaLY•t•. ,LY.)!d'6_.-t!.H.......�•q�....y..+w�. yr. .n .. ., ��• .. - 1'. r.Y'-.".._..... _ __-_ • . t_-... . 5 _.-_- - •�tl-d.�l .f_-f.t. ., .._..- .-.-...� _-..+.-...w- _ _..... -n.- _ .. .....- .. .. - -......� ..�- +..�..-.� ...._�..-.. .... __.._.-.n.�....__... _._ _ .._„ .-.�- ..n.H. ,__..... __....._-._- __. _ -.._- __...-. ..._. - - ..._. - .�. _..__..,.... IF THIS NOTICE APPEAfR'S CLEARER THAN THE OCT 9 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I AVM .�•111��{I{+ i��lt��i��{� i{�{�ii i��i r�t��i ��i� 1�1�1(I i�� l tr��r�I�I��{� �iF ' ��{� �� ' �}�; {� �{�� ►�� ,�� _ ll int 1�iElun n1E11 �111r minl Iar INl�ln Ir��l ria ab tnhra nrrinll Imiit rb rml�i ►+�rn11 1 � i w,p 1 1 i 1 h 6ENERAL NOTES) F I . T1P LOIGATIO /i PM =11WATION P. IM WAMS AIR! fR'I1NACrMC '1'-W 4. II>M V8940M IMPTAU ATI Or VOW OrWIW* IMP PWOMA.s I7M "AM Or CUM UM, RNZOPT 4"1040L. maim* Or THE N®N "M 111!'1W/lINW IW 1110 61*fT IN Alm" 1"Is is TO WAND AM AVAILJIIM.E. LIN!! Cr TCi1L GM! smam. POKIV iT VAPUTA! TO BOA" FWH 3 TM CAM YMM Mr IITI~ "WIN* %WICAAS. A K4CAL NOM ME! MDT RIl ;M1! AfoWMINs 'To THE 1411X. IN4XW / �� COli9'IIIA,. CW"Lm TO n IXTWWW I wic IAItI wI 110 R�TAIJrINrT. OM" CJM OIARIND A PEAK PMap. 6. RX11ITINi WNWIT PAY W USW I'IOR TF! mew 0 s11t�'l.AY 1'1011 TMI! f�1A0t. VlgR Pr A1DILITY TO M" MON MOM I0 Y C►NPMlD wr ]. 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