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HomeMy WebLinkAboutEagle Pointe -. a ::w I I I 1 I I •,. 1 I I I I I 1 I • 1 CONSTRUCT ION NOTES 7/17/95 Designed Date GENERAL PROJECT AT TE A M SLR 7/17/95 Drawn Date I. ALL CONSTRUCT l ON TO BE I N ACCORDANCE W!TH THE C I TY OF T I GARD STANDARD PLANS AND SPECIFICATIONS UNLESS OTHERWISE MODIFIED BY MR 7/17/95 COMPLY WITH 1 . PROJECT MANAGER: RODGER COUPE, JR. Checked Date THESE PLANS. ADD l T I ONALLY, THE CONTRACTOR SHALL COEAG eip) OTHER LAWS, RULES, AND REGULATIONS APPL !CABLE TO THIS WORK. , .i I L ENGINEERING DESIGN AND AND VERIFY SIZES REVISIONS 2. PRIOR TO._CC?NSTRUCT/ON, THE CONTRACTOR SHALL EXPOSE PLAN DEVELOPMENT. ANDREW RE TER AAR A 7/12/95 SUBMITTAL LOCATIONS, 'AND ELEVATIONS OF EX/ST/NG UT 1 L I T I ES WHICH MAY BE SUBJECT JAY JOHNSON JJ TO AGENCY TO CONFL !CT W/TH THE PROPOSED WORK. TH/S VERIFICATION WORK SHALL ONLY , ." VI ST I � 11 1 Ii �I7 1 U //�," r !' _� y' SAD I E RE I TER SLR B 7/18/95 SUBM l T TAL BE PERFORMED /N THE PRESENCE OF UT/L I T Y/AGENCY REPRESEN TA T/VES, WHEN _/ ACTUAL CONQ I T I ONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR TO AGENCY SHALL NOTIFY THE ENG/NEER PR I OR TO PROCEED I NG W I TH CONSTRUCT I ON. N .W. A c r • 4 C 9/4/95 SUBM I T TAL 3. PRECAST MANHOLE BASES WILL BE PERM I TTED. SECTION: �I • 11 . 1 /4 SEC • 10 , S .W. 1 /4 SE., . 3 , S .E . 1 /4 SEC . TO AGENCY 4. PIPE ZONE BEDDING AND BACKFILL (FROM 6" BELOW THE PIPE TO 12" TOWNSHIP : T . ' . S RANGE : R. I .W. ABOVE THE PIPE) SHALL BE COMPACTED 3/4"-0" CRUSHED ROCK COMPACTED INDEX OF SHEETS TO A MINIMUM OF 95X RELATIVE MAXIMUM DENSITY PER AASHTO T-99. AS-BUILTS ONLY BACKFILL ABOVE PIPE ZONE OUTSIDE STREET RIGHT-OF-WAY SHALL BE SELECT NATIVE MATERIAL COMPACTED TO A MINIMUM OF 90 PERCENT l T I TLE SHEET F 0 2 COMPOSI TE UTILITY, SIGNING & TRAFFIC PLAN �NDI101,5E6'PROFFfsi RELATI VE MAXI MUM DENS TY PER AASHTO T-99. , 5. THE CONTRACTOR SHALL NOTIFY UT/L I T I ES AND PURL l C AGENC/ES AT LEAST 48 k; BUSINESS-DAY HOURS IN ADVANCE OF ANY EXCAVATION FOR PREMARKING BY ii:j 3 GRADING & EROSION CONTROL PLAN - SOUTH . �,• I. UT l L / TY REPRESENTA T/VES (ORS 757.54 I-.571). CALL 246-6699 FOR UTILITY I A / r I / 1 , 1 / 4 GRAD l NG & EROSION CONTROL PLAN - NORTH �, v4 RIEGON NcSfb o LOCATES. CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE BY I I- 11P) PCONSTRUCT l ON ACT 1 V l T l ES 5 EROSION CONTROL DE TA l L S AND NOTES `'''PF�G we f.) 6. REL OCA T l ONS SPECIFIED TO BE "BY OTHERS" ARE THE RESPONS/B IL I TY OF l 6 STREET & STORM - S. W. GAARDE ST. (NORTH) & ST- I THE DEVELOPER TO ASSURE. /98 _ - --• - PER AS-BUILT•NOTE ON SHT 1 7 STREET & STORM S W GAARDE ST (SOUTH) & ST-3 / EXP. DATE: os 30 7. NO WORK WILL BE PERM l TTED DUR I NG THE HOURS OF DARKNESS, NOR -8 STREET & STORM S. W.SWEAGLE PO I NTE (NORTH) & ST 2 BETWEEN 9 P.M. TO 7 A.M. (M-F), NOR BETWEEN 9 P.M. TO 8 A.M. (SAT.), NOR BETWEEN 9 P.M. TO 9 A.M. (SUN.). 1 - 3 t ? ...._ .:_._..,. i ` ? fir. ,.....,,, .. , .�� - 9 STREET & STORM S. W.S W EAGLE P 8. ALL UT I L I TIES SHALL BE PLACED UNDERGROUND. 10 STREET & STORM - S. W. /23RD, TALON, ST-2.2 & ST-2.2. I 9. CONTRACTOR SHALL KEEP A SET OF THE APPROVED CONSTRUCTION PLANS ON SI TE, SHALL RECORD ALL l l STREET & STORM - S. W. 12 I ST & I22ND AVE, ST-2. I & ST-3 DEV I AT I ONS FROM THE PLANS AND SHALL MAKE THIS SET OF DRAW I NGS ACCESS l BLE TO THE I MPERMEABLE SURFACE: ENG I NEER FOR THE PURPOSE OF PREPAR I NG A SET OF 'AS-BU I LT' PLANS AT COMPLET I ON. ASPHALT = 68,598 SQ. FT. /2 OFFS I TE SANITARY SEWER ,' CURBS = 8,040 SQ. Fr. /3 OFFS/ TE SANI TARY SEWER & WATER 10. THE C l TY INSPECTOR, LETHA THOMAS 639-417/ , SHALL BE NOTIFIED 24 HOURS PRIOR ti TOTAL = 76,638 SQ. FT. TO CONTRACTOR /N/ T/AT/NG ANY WORK. ` 1. . r 14 SANITARY SEWER & WATER PLAN - LINE SA- 1El 'i 11. EX/STING UTILITY LOCATIONS ARE APPROXIMATE ONLY AND THE EAST LOCATION OF ' '{ . / SANITARY SEWER & WATER PLAN - L I NES SA- 1.2 & SA- 1.3 THE NW NATURAL GAS H I GH PRESSURED L I NES I N PART I CULAR ARE SUBJECT TO VER I FI CAT I ON. ' 4 : UTIL I TY LOCH TIONS SHOWN HAVE BEEN COMPILED FROM I NFORMA T/ON PROVIDED BY UT I L I TY r� 16 SAN I TARY SEWER & WATER PLAN - L /NE SA-2 & SA-2. I COMPANIES, AVAILABLE 'AS-BUILT' INFORMATION AND BY FIELD SURVEY WHERE FACILITIES n 17 DETAIL SHEET - WATER & M I CELLANEOUS 11, ARE ACCESS I BLE. THE CONTRACTOR I S RESPONS I BLE FOR DAMAGE TO ,OR RESULT I NG FROM CONSTRUCTION ACTIVITIES IMPACTING EXISTING UTILITIES ' ' I ST ��� BENCHMARK 18 DETAIL SHEET 12. ANY CHANGES FROM APPROVED PLANS SHALL BE REQUESTED BY THE DESIGN WALNUT , 19 DETA I L SHEET AND TYP l CAL SECT I ONS WASH I INCNGTON COUNTY BENCHMARK # l 70 ENG I NEER, AND APPROVED BY THE CITY OF T I GARD OR COUNTY ENG/NEER. �( , J • �J I 1/2" BRASS DISK SET I N CURB @ THE 20 STRIPING PLAN COMPLEX/TY OF MOD I F!CAT l ON W!L L DETERM!NE I F REVISED PLANS ARE REQU I RED. N N CORNER OF 121 s t & T 1 PP I TT PLACE. 13. ALL SURVEY MONUMENTS WILL BE LOCATED AND REFERENCED BY THE PROJECT 1 m \.1 f -) ELEVA T I i ^.! = 241.797' SURVEYOR PR I OR TO CONSTRUCT I ON. I F THE CONTRACTOR DESTROYS OR D I STURBS �� SURVEY MONUMENTS THROUGH NEGL I GENCE, THE CONTRACTOR SHALL BE . A QP / _ RESPONSIBLE FOR THE COST OF REPLACEMENT. PROJECT S.W. GAARDE ST. ,.. LEGEND .. 14. AGENCY CONTACTS: CITY OF TI GARD LETHA THOMAS 639-4171 BU Sl TE 'FIG RD /5. THE CONTRACTOR I RESPONSIBLE TO NOTIFY ALL UTILITIES 48 HOURS TO ANY EXCAVATION SO THAT a •,• ` ' ` • ./ �'' EXISTING PROPOSED THE/R LINES CAN BE MAPPED. UTILITIES TO BE NOT/FIED INCLUDE, BUT MAY NOT BE LIMITED TO: PGE BRIAN MOORS 590-l35/ ���� / SATTLER ST A THRUST BLOCK IL M N.W. NATURAL GAS SCOTT PALMER 72I-2449 KING IT / FIRE HYDRANT (EFH) FIRE HYDRANT GTE ELA INE SELF 639-7387 '-- REDUCER (ERED) -P--• REDUCER COL UMB/A CABLE CRA I G EYESTONE 644-3/88 BEND BLOWOFF (B.O.) ASSEMBLY -0-0 BLOWOFF (B.O.) ASSEMBLY ' � • CLEANOUT /6. THE OWNER SHALL PROVIDE ONE SET OF CONSTRUCT ION STAKES FOR THE CONTRACTOR'S USE AS ^ BEEF / CLEANOUT SPECIFIED IN THE CONTRACT DOCUMENTS AND SPEC/FO CAT IONS THE OWNER SHALL DESIGNATE O MANHOLE - STORM DRAIN A REPRESEN TA T/ VE OR REPRESEN TA T I VES WHO ARE AUTHOR I ZED TO REQUEST STAKES. ONLY .- MANHOLE REQUESTS FROM THE AUTHOUR I ZED REPRESENTATIVE WILL BE HONORED. STAKING REQUESTS SHALL J TUALATIN RIVER i GAS VALVE ® MANHOLE - SANITARY SEWER BE MADE AT LEAST 24 HOURS PR/OR TO THE NEED FOR SA ID STAKES THROUGH DAVE L I DEN AT �r T 0 GATE VALVE OTAK (699-2401). ALL REQUESTS FOR STAKING SHALL BE MADE THROUGH THE OWNER'S REPRESENTATIVE. VICINITY T Y MAP GATE VALVE l7. IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWING AND THE FIGURES WRITTEN THEREON, THE BUTTERFLY VALVE (� BUTTERFLY VALVE N F I CURES SHALL BE TAKEN AS CORRECT AND SHALL GOVERN. t�•I`'.S WATER METER ❑-- WATER METER O 18. CONSTRUCTION OF SANITARY SEWER, STORM DRAIN AND WATER L I NES SHALL BEGIN AT THE POINT OF CONNECTION NOT TO SCALE TRAFF I C SIGNAL CONTROL .� SIGN AND WORK SHALL PROCEED UP STA T I ON AND UP GRADE. ENG I NEER SHALL NOT BE RESPONS I BLE FOR ANY CHANGES WH I CH ARE REQU/RED DUE TO NON-CONFORMANCE W I TH THIS CONSRUCT ION PROCEDURE. S i GN INLET /9. NO OBSTACLE, INCLUDING FUTURE VEGETATION, MAY OBSCURE THE SI TE BETWEEN ANY TWO POINTS 3.0' ABOVE THE INLET 4Z TOP OF CURB WITHIN A VISION TRIANGLE In WA TERL 1 NE (CONTINUED) -0-- LOT D R A I pG a a STREET CONSTRUCT l ON VAULT MAILBOX CLUSTER '�i 6, FLUSH WA TER MA /NS W/POTABLE WA TER PR/OR TO CHLORINATION AND 4 I. ALL CONCRETE TO HAVE 3,000 PS/ COMPRESS!VE STRENGTH AT 28 DAYS. PRESURE TESTS. BACTER I OLOGI CAL TEST RESULTS OF THE WATER SYSTEM A' WATER L I NE WATER L I NE ti w SHALL MEET THE REQUIREMENTS OF THE OREGON STATE BOARD OF HEALTH, STORM SEWER ST STORM SEWER F+ 2. S/DEWALKS SHALL HAVE EXPANS/ON JO I NTS AT MAX. SPAC/NG OF 40 FEET, OR AT ALL CHANGES I N SECT 10N. PR/OR TO HUMAN CONSUMPT/ON. SAMPLE TAKEN BY JO/NT WATER AGENCEY. ._A SANI TARY SEWER IN WORK WITHIN S. W. 12IST. AVE. AND ,, PROPERTY AND R/W LINE -SA- SANITARY SEWER 1 O �j 3. A PERM l T lS REQUIRED TO BE OBTAINED FROM WASH/NGTON COUNTY BEFORE START G 7. PROV/DE M/N. 36 OF COVER FOR ALL WA TER MAINS I N S T REET AND RIGHTS OF -- PROPERTY AND R W I NE S.W. WALNUT ST. A TRAFFIC CONTROL PLAN MUST BE SUBM/TTED AND APPROVED BY THE CI TY OF T I GARD AND WASH I NGTON WAY. USE COMPACTED 3 4" -0" CRUSHED ROCK BACKFILL. RETAINING WALL / 04 0 COUNTY PRIOR TO STARTING WORK. / ' FENCE I RETA I N I NG WALL 0 O q NI- Z a°,I 4. WHEEL CHAR RAMPS WILL BE LOCATED AT THE M I OPO I NT OF ALL CURB RETURNS, EXCEPT AS NOTED. CONTRACTOR TO I NSTALL 8, THE CONTRACTOR SHALL MA I NTA I N ONE SET OF T I GARD WATER DEPT. STAMPED DITCH r�, x . SIDEWALK AROUND MAIL BOX CLUSTERS, SIDEWALK AS SHOWN ON THE STREET PLAN SHEETS AND THE FULL INTERSECTION APPROVED PLANS ON THE CONSTRUCTION SI TE AT ALL TIMES x- FENCE "4 V O , UTILITY EASEMENT DITCH ai z w CORNER, RAMP, & CURB RETURNS AT TIME OF I N I TTAL STREET CONSTRUCT ON. 9. ALL VALVE OPERA TING NUTS SHALL BE WI TH IN 36" OF FINISHED GRADE, .. �� ,� OTHERWISE VALVE OPERATING NUT EXTENSIONS W/LL BE REQUIRED. " '- •' •- - �� - SLOPE EASEMENT LINE CI C4 UTILITY EASEMENT -� 5. PRIOR TO PLACING STREET BASE ROCK, THE CONTRACTOR SHALL PROOF ROLL THE SUBGRADE FOR APPROVAL BY THE INSPECTOR. - - - Zi 0CENTERLINE 6. STREET SECTIONS SHALL BE PLACED AND COMPACTED PER THE SOILS REPORT BY CARLSON TESTING DATED AUGUST 11, 1994 AND I0. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJ X 6 FLG TEE, 6 FLG X MJ GATE VALVE, -- -- -- - SLOPE EASEMENT LINEw w ADDENDUM DATED SEPTEMBER 19, 1994. 6"" MJ X MJ HOLD/NG SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, DECIDUOUS TREE - 6 MJ, 5 //4 MVO, 3-PORT (2 - 2 1/2 NST HOSE CONNECTION, I - 4 I/2 NST EVERGREEN TREE CENTERLINE q a' 4i C9 SAN I TARY AND STORM PUMPER). l I/2" PENTAGON OPERATING NUT, OPEN LEFT, COLOR: YELLOW. �` e DECIDUOUS TREE � w O 11. EACH F/RE HYDRANT SHALL BE INSTALLED °ON :+ PRE-FORMED CONCRETE BLOCK WITH �" r'' DRIP LINE OR VEGETATION LINE N 1. ALL SAN 1 TARY & STORM SEWER P lPE AND FI TT!NGS SHALL BE PVC I N ACCORDANCE W l TH ASTM D-3034 EXCEPT AS OTHERW l SE I I/2 CUB/C YARDS OF CRUSHED I I/2"-3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON NOTED ON THESE PLANS. LUM I NA i RE I S I DEWALK TO BE BUILT �� TOP OF THE DRA/N ROCK TO SEPERATE THE ROCK FROM EARTH COVER. WITH STREET 2. ALL SANI TARY & STORM SEWER LATERALS SHALL BE 4 LA 1 D AT A SLOPE OF 2X UNLESS OTHERWISE I ND I CA TED ON PLANS. �' 12. ALL SANI TARY SEWER LINES WI THIN /0 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER TELEPHONE STANDPIPE VISION TRIANGLE 3. ALL SANI TARY & STORM SEWER LATERALS SHALL EXTEND 6' M IN I MUM BEYOND R l GHT-OF-WA Y L I NE. MA /N SHALL BE ENCASED /N A RE NFORCED CONCRETE JACKET 6" THICK FOR A D/STANCE POWER STANDPIPE 'i='' �, ti OF TEN FEET ON BOTH S I DES OF THE CROSS/NG. WHERE CROSS I NGS ARE NECESSARY, I' C4 C/1 E-+ 4. ALL SANITARY & STORM SEWER LATERALS SHALL BE MARKED BY 2 X 4'S MARKED WITH THE TOTAL PIPE LENGTH AND DEPTH .. POWER POLE/TELEPHONE POLE STREET Q. AT THE END OF THE PIPE. THEY MUST BE MADE AT APPROXIMATELY 90° WITH AT LEAST 18" OF SEPARATION BELOW GUY POLE 0 MONUMENTATION IN BOX 0 THE WATER L /NE. 5. DEVELOPER'S ENG I NEER SHALL PROVIDE AN AIR TEST REPORT AND A VIDEO TAPE (VHS FORMAT TAPE) AND REPORT FOR /3. CONTRACTOR TO PROV l DE A ECL I PSE NO. 88 SAMPL INC STATION MANUFACTURED BY __ - TELEPHONE LINE`• GAS L I NE c LUM I NA I RE CO SAN I TARY & STORM SEWER FOR CITY REVIEW AND APPROVAL PRIOR TO CONNECTIONS OF ANY BUILDINGS MANHOLE TESTING MO. 63/02 THE SAMPL lNG STATION SHALL BE 3'-0" - -•- POWER POLE/TELEPHONE POLE t KUPFERLE FOUNDRY, ST. LOUIS, . 1 S ALSO REQU I RED. A VIDEO TAPE AND REPORT SHALL ALSO BE PROV I DED FOR THE STORM SEWER. ••••• •••• .; •••' -•- T.V. CABLE BURY, WITH A 3/4" FI P INLET, AND A 3/4" HOSE NOZZLE. ALL STATIONS SHALL BE i, POWER LINE -*--c GUY POLE 6. ALL SAN I TARY AND STORM DRA 1 NAGE CONSTRUCTION SHALL BE I N ACCORDANCE W I TH THE C I TY OF T l GARD AND UN I FI ED ENCLOSED I N A LOCKABLE, NONREMOVABLE, ALUM I NUM-CAST HOUSING. WHEN OPENED, 17, SEWERAGE AGENCY STANDARD PLANS AND SPECIFICATIONS THE STATION SHALL REQUIRED NO KEY FOR OPERATION, AND THE WATER WILL FLOW IN AN CRUSHED ROCK SAN. SEWER - engineers (,, ALL-BRASS WATER WATERWAY ALL WORKING PARTS WILL ALSO BE OF BRASS AND BE • • ••• • •• MA I NT. RD. (COMPACTED) ri N' „ ,,,�,wa7. CONCRETE STORM DRA I N PIPE SHALL BE A.ST.M. C- I4, CL.3 CONCRETE W I TH BELL AND SP I GOT TYPE JO I NTS OR ADS N-I2 W 1 TH REMOVABLE FROM ABOVE GROUND W I TH NO D 1 GG I NG. A COPPER VENT TUBE (STANDARD) WILL $•' `°, ,,,,,,.ter, archReek LO 01 SOL l D COUPLERS. ENABLE THE STA T I ON TO BE PUMPED FREEE OF STAND I NG WA TER TO PREVENT FREEZI NG, THESE AS-BUILT PLANS WERE COMPILED FROM SURVEY DATA, DATA COLLECTED FROM t ^ a o r P o + • d 0" WATERLINE AND TO M/N/MIZE BACTERIA GROWTH. THE EXTERIOR P/PING WILL BE BRASS, AND A I/4" 17353 S.W. Booms Ferry Rood c~ BALL VALVE SHALL BE PROVIDED I N PLACE OF THE I/4" PET COCK ON THE VENT PIPE. OTHERS, AND PERIODIC OBSERVATIO N DURING CONSTRUCTION. IT IS SUGGESTED THAT lake S.W. oms F f Roy I. NOTIFY JO I NT WATER AGENCY 48 HRS. PR I OR TO COMMENCING CONSTRUCT I ON, PH # 639- 1554. ALL CURBS MUST BE I N PLACE THESE PLANS BE USED IN CONJUNCTION WITH FIELD VERIFICATION OF LOCH T/ON AND Y (5033618 FAX (503�35-5395 `r' PR I OR TO INSTALL I NG WATER MA INS. 14. C I TY OF T I GARD WATER DEPARTMENT WILL INSTALL ALL COPPER SERVICES AND SAMPL INC ELEVATIONS OF IMPROVEMENTS IN QUESTION. THESE PLANS ARE AN ACCURATE RECORD - STA T I ONS PR I OR TO BLACKTOPP I NG OF STREETS. WATER METERS WILL BE INSTALLED BY A SVE,1US4 F OF PUBLIC IMPROVEMENTS TO THE BEST OF MY INFORMATION, KNOWLEDGE AND BELIEF.2. ALL WATERL I NE CONSTRUCTION SHALL BE I N ACCORDANCE W I TH A.W. W.A. STANDARDS, AND BE I NEPECTED AND APPROVED C/ TY OF T I GARD WATER DEPARTMENT UPON I ND/ V 1 DUAL REQUEST AND PAYMENT BY BY JO/NT WATER AGENCY. OTHERS (OWNERS). 0 cu 3. POURED CONCRETE THRUST BLOCKS SHALL BE PER SCHEDULE SHOWN ON THE DETA I L SHEET. SEE SHEET 17. /5. WHEN THE I NSTALLA T I ON OF THE WATER SYSTEM /S COMPLETE, THE CONTRACTOR OR OWNER ,Sl SHALL ADVISE THE C1TY OF T/GARD WATER DEPT. OF THE TOTAL CONSTRUCTION COSTS- SIGNATURE GREGG WESTON, P.E. Sheet No. '- 4. WATER MA /NS SHALL BE TESTED AT 150 PSI FOR 1 HOUR W I TH A MAX 1 MUM LOSS OF 5 PS I. STATIC PRESSURE - 108 PS 1 BY: D �'1^"iQ►f- DATE: 12- I S-%, THE CITY WILL ADD 1090 FOR CITY OF T/GARD WA TER DEPARTMENT I NSPEC T l ONS, WA TER g 5. ALL P/PE AND FI TT I NGS SHALL BE CEMENT-LINED DUCTILE IRON PIPE, CLASS 52, WITH T YTON JOINTS. LOSS, OVERHEAD AND ADM I N I ST>�A T I ON, SAMPL/NG, ETC., AND 2% FOR ENGINEERING REVIEW, * L5439 D . 02 !t/Q cn INCLUDING "AS-BUILT" DRAWINGS, UPDATING MASTER MAP, INTERSECTION MAPS, ETC. DATE Project No. Q U .. - g / 5 1/20 - ,... . +. • �� 0 2 4 6 B 10 t2 4 16 w. %x I 1 1 1 .n t I 1 1 1 1 I 1 I I I I I I 1 1 1 r l 'j' SEE :..SHEET 12 & 13 \ 5 / PRIVATE S.D. EAS: N i,, _ JJ 8/23/95 �\ \\ • / , l Y l Designed Date \ / / PueL/c SEE SHEET 1 1 SLR 8/23/95 N. \\\ 1 '', / SAN EASEMENT Drawn Date \ g y� �, x: MR 8/23/95 \\;• `\ '` t 14 ,t •;r' .k ,J, Trvp 4... 3... ,r�:%. / /\" �` , Checked Date C/T • \ • ��' �` I �.:13+43.13 ENDIMPROVEMTSGB��`\ ' T���, REVISIONS` oo lI % ;STD. STREET BARRICADE ' � \ A 7/12/95 SUBMITTAL TO\ \`. \\`\ `'; 3 11; W/"STREET TO BE I Q ? !! ::: : ENCI \ �� `\ ' ', 1.::, EXTENDED IN FUTURE" 1 cr '\ \ , '' ••t• B o ��.� c N LEGEND \.`; `� Ti L — JL , o CITh \ ,SEE SHEEN g — — 1 MAIL BOX CLUSTER \ 1'5 S.D. EASMil` NJ 't i I I N V ' ` 1 ,�\ ,1 iR a^;, . ''' ; ) ZO _.., ......... ....................... - y BARRICADE AS—BUILTS ONLY���p PROF(s `It \ \ • EXISTING 10" GAS LINE p � # STREET LUMINAIRE 150 WATT / HT•=25'(INTERIOR) �� to,53 FR ��y �, • �� 200 WATT / HT.=30'(GAARDE & 121 ST.) 5 i 1: tti 1 `\\ `\\ I o .i SIGN s'� 1 } \l i j SANITARY SEWER LINE (,�. 4 '` GON r; I 1 1 F 0 \\ '1 10 i • i Q I G' w b 1 : 1 •-'4' NAME 1+35.00 END IMPROVEMENTS STORM DRAIN LINE EXP. DATE: 08/30/98 dw> 1 ' STD. STREET BARRICADE PER AS-BUILT NOTE ON SHT 1 1 � 1 1 I�S. W. TALON LAN W/"STREET TO BE — - -- -- — t* �j'j I 1 1 \�......._._.__._.._....-._......-.....-._..---_-... EXTENDED IN FUTURE" - WATER LINE \ , 1 ti 1 , 1 n 1 o S T —2.2 i SIGN. ` I ' 1 1 # I I 1 1 1 'r+— (.... I 1"1, tp6 I SEE SHEET 10 I • 1�';11 r 1 1 rri t1 , 1 ! r f Y'y' •y i I �� I ' 'I 1101( 11 ;` , -HI 1 1,' ' �NI i �w • I �. I 1 1 , _. • • I ,� Ivl 1 1 1 o , i : I I I '. :.- 1. ! Rli I C'...,4 1 : N I o , I I5 1 i .. 1 \ r'-.7A (f) • i G f,iV+y+� 'Y e^'li MI: +M4� '1 1 ' I 1 ,d. �.3z .:.d :.t,,:' %� 1 ,, `fit . .... 1 .,1..; 1 1 I rn D r: I 1 I , 1`' , ~y 1 , Ilt} 0 60 120 1 I •1 1 * -- xi i 1'1 I 1l 1 1 117� I 1 \ t}I i ' I II I I I ' 1t I i It"' + 1 1 , r 1 t ,'�.,,, I 3+17.28 END IMPROVEMENTSI 1 ' 1 , >< 1 STD. STREET \ 1 : , "_ . I BARRICADE W�',TREET TO BE I v © 1 ( 1 , \\...........--.-..................................................................... .......... "� JrI SEESHEET1' �, uPsIc .J SA- 1 .2 SIGN • 1 o I i # 2O SAN�FA% r- Iwi . _ � -- P.U.E. ' Iiii/: • I Z I t i�-F I " w I W i 1 \'' :t6c).:1' _ ` �', SEE SHEET 1 0 TEMPORARY CONSTRUCTION AHEAD ( I I \ • 500'• FROM INTERSECTION I N 1 C) \ ‘ t , ill ;'!' ... .......... I ', �, �,; �' p NOTE: 10 GAS LINE ALIGNMENT IN GAARDE ST. i I 11 \\I\ �0 \,�. �} �`'' , �`1 .: 1 ^ ; tilY ,' '` PER N.W. NATURAL GAS AS—BUILT INFORMATION. ! ! 1 ; \ '. ,:f I ; N ' f ; NOT FIELD VERIFIED BY OTAK. 1 ,• r 46.44 if i , ...,::‘,.4. rIk_k/ vs.7.,,• . / 00 ,•r,,/"'- ,`' i ! DCl'...1 r,,,..1 c..) ""J:, c\,1 , \ b`, \ \ :, 11 1, 22 \` \ lfl \ �, h k GQ 11 11 • • ., f� / / 1 1�' N w n 41 ".1 , C \\TSS' 1 1 \ \\` STREET )'' i I ' I �V C�/ ^I 17 6{1 Q0 rg w w o ��' '• , • % ` (NAME ' J h h J I I r�� / / / �I c\� • AD / I -//// .4r 4-- i /.4(/ 7 •••1.76-, 7 ;i '` • '� // / \ r 4 ,,., 1 of �s� c, 1 Ali ~ �C 1,1 i G)P, �,� :• ''`; SFr S ; / '� QJ� -O-�Mr- ; r?& .4�;S. [�.� �, • �, \ 1 •,1 . 1 �; / / 5 S 1 ! ' , ; SEE SHEET 16 / I 1 ' i t� G1 E , 1 \ ,F, '� 1It _ j 1 • * o o 1arg-• .4114I 6i I • #41111116.\\....N.. . .-, . I „... ,,,, . C:1 V/ '-'-' I 1 \ 1 / STOP dt ! S I \ ` ! , 1 STREET NAME SEE SHEET `• . 1' I � I• 6" WATER s, too., t. En 11 t �, , —� ; I 'i EXIST. ' landscape architects up 11 1 \ �O ��. '` � .. , . I i I �a1 ��'- ,! I� I ' EXIST. 24" WATER Incorporated surveyors .) 1Cr) 1 \ ... z_3 c:off .. . 1 i Ul 1, \ �" ""o"'^`- 1 I • 17355 S.W. Boons Ferry Road 1 I I ,�� I c ,� \ .� ' I 1 • Exisr. 12" WATER 11 1 I 1— • `- •Sp (� Z , `G 1 'I ` 503 635-361 E FAX (503�35-5395 Loks Oswego, Orpon 97035 n 11 i I I \ ` �L� FUTURE STREET CONNECTION ! DEAD , I I I �2 \ \ '�`� �� STOP SIGN AT C1-311 • I I 7 \ oo • ' END ,. j i (� * " ? S W. CURB RETURN STOP 1 - ~t I I ` ' STOP dr ►�.i: \ \ ii I �+.I C 1 1LI i 5 io \ou ,(cd ' 00 FROM INTERSECTION STREET NAME,' �`, CD 1 t 5 TEMPORARY CONSTRUCTION AH O t 111 ; 5'---F 1-- • # 0 y �— 1 _.IQ_szc�at. .............`— ..- _ ._ �. �% ��' �1 5 NTERS i o 0 7 0 --__" _1 --ii ,�of; ( � Sheet No. ~ • 1 yI I 15' . -_ N - 1 0 - to 0 0 1 N I I % - co - - _ _ _ I M - SE.- s�Er_ L5 43 9 D 02 • 1 ,...:.. - - — - --- - * i ' "' Project No. ,,, ... ,. - - ra�- I6/6 __ __ . __ __ __ ______ . _ i, a. r. �: ;: 0 2 4 6 • 10 •• 1 16 _ .a.. 1 1 1 1 ,.' I I I I I I I I _ I - I I 1 I I I I 5.. I I I I I I I I . I I • • . • , • • • . , . . .. / p, warm. i / / / i ; r i / -4.i, ' / i irPF:0,11/4 '''' ' .-. . ,2 9 ,,,, •, . ... k / --..- I/ ' / ,.r- , . • . . • :,„ .:,.: .: LOT LOT JJ 8/22/95 I ' • i Q/ ' " . 11 I I I I ' / 41 ; 1 } '-'- ---— 4- ,,r /•-, „; . ....:. ..... „.. ' 0 - .i.: • , SEE SHEET 4 LOT LINE ESM T. L I NE LINE LEGEND Designed Date • .,,,\, I tt ,.% li- i i , i i ,' i il 46 / / I' ,1 / ../,.' oi . , i . .., i •:,1.:1\1A,SA\II i i 1 1 ... . i / I k / / .,„" / / ,,• / / i T. / ,,. / / / ,i.,. .:: •:]: L I 5' 1 5' 9' 1 SLR 8/22/95 .; .•,',;., : 0.‘,•411011/ i / / • 1 ,. .. • : .. . , EASEMENT Drawn Date 3 •/...,,,,,•„,-. smi , i i• ,, ,, , , , , , „„ i , „ / / i / I 1 / 1 11-A 1 / , I / A 4. , e• / I •• Wii 9 1 '....... .::.. .,:.i.,- :• , -/ . ..........,•••••........ , 46 roi , ••.,,,,, •;;;,•"0/.."-,,• 1 i 1 / III I .? ., ,„ ? i i / / /I .,,q. / ...,..' j111- 7.-.•.7:..... .. :::.4 4! --.••-•-2' SYMBOL DI SC RI PTI ON i MR 8/22/95 i OS i 1 i (.. i I ? / •/. 11 , / Jill iTRi. .4. GT/ ,.14/ ,ii i•i,' / ' / , i 7 ,./ ' 1 1 ........:.,.. ...... . 5„......_„,:i .. , 1 ( tc ( , , , 14, 14 / ,f1 /1111 ,1 ,,,,t1 • $ I / ,,, • ." I ., ,,._: '15: ,x PLACE S 1 LT FENCE -N...,., Checked Date PROPOSED CONTOURS 4 • i , I ''- 1 ' / I c:, / / I 1 1 t F,4 t.,/ / ,, i / 7 ft 7, e .• ‘. 5a.rk.:•,.• i-A:..: .. . PLACE SILT FENCE ---. ...,.:::::::;:x.::p:•:•.,-.:.,:f::•:•:••::•:. .F.y.:::::.:.:::•a•:-:::::::::::::::•:::::::::::::::::•_---' -..- -•••••••••••,................ 5' ...„:„.....y.4::::•:,..:ii.::::::::•:.:•::.:•:,..,:.::::::::::.5. .-- .....--.,............ .........: --,.__. / , ; 11 4'11 ',1 'I / ii'l / rl i 1 11-riL /- - •'•.• / / ii .) / . , - • „.„ ...„ ..-? i..-4 ; .,:::::•:.:•:•:•:•:•:•:•:.:,,:•-,:•:•:•:•:•:•••••••• • '4 '::•Z:::::::g..e.:.:,:.i::.::,:::::::::::::::.::;,:::::::::::::::::::::::: •,•,.. ,.,2,:.:§2,,,,::;:::: :,..•••• - EXISTING CONTOURS REVISIONS ' ,• ., , ./:-„, 1 .Fiz:::::::::••••::•:::::::::::::::':i:i::,:i:i::::::::K:';::::::, PLACE SILT FENCE :::::•iii:Kgsfigik.--v .............,.- 4 7/11/95 SUBMITTAL TO ---,,---•-••-•4-•-•••••••,...... .......,/. . ..... .. ..';'••. .-,i.; 28 1 ,...• .,:::: ,:. . 342.3 ••:„....- • .....• I/ , ,/ i r.1 I ' ' If ...1 1 1 f '' 1 ij j !fr. 1 ' :f.„ , • 1 ) .11 \ 1 ).. 11 ! II ? / i i 1 r • v:' 1 '' / '..." • , ....' 1 1 1 ; , / /il i I : . • i ; i ; i 1 i ‘...:,,,, / • '0' , „ , ,.: IIIII AGENC I ES •,, i I "i I )1 i #I I I I i ,, „., ; 1 / e i „ i i, ;:i.;.,;,; ; , .:6 / ,'• /1... ,...-'''`. l , i :?..:i :! •-• •. -)- -.. ' I 01 5' -, - -- -- - PROPOSED CATCH BASIN •.:.: ff: : •. _ - B 7/18/95 SUBMITTAL TO 1 I I) II if "1 I 1 i " I / i / % / ' .2. / I ••1 • ....., , . - STORM DRAIN I 01 _- - - ! I , J $ I 1 ' f* t 1 If ' 1 1 f V 1 / I i 1 / /. / ' , Hiiiii EXISTING CATCH BASIN C I TY ' 'i ' 1 i / 1 I 14 I A /„..,^'-S' / .' ef 1. 1 :" „, 3.9.0 .... 1. .• i ,?. . ..- .,:. . , .. , . ...,. . : • I a $ 1 •1 1 ilA it 1 cagt 1 i : ,. , i , , . .• .„ ( , os;, , i .., • / ........__ !. 1,......Z.!.Ti.: • : I Ole Z.,,,, :...... "--d 5'1)— C 8/22/95 SUBMITTAL TO 1 / I II j 1 AI I '1.1 II , , , 1 , / 1 I ; / i...,t. , " / / / , ,..,- -5b .. „ ', 4::•.-ts;. v ; , : i f / : ! • 1 z t ,. :/ \iti : :',!5' SECT I ON C—C .........0.--. LOT DRAI N(SEE DETAIL, S HT 1 8) C I TY • 1 1 r • i .1 i f • ! 1 I 4fai I ! III it!, %' / /' if ! I • i : I . 1 1 i S i '';', •• 1311.\) . . ' /A 1 11J1 / 1 .. 45/2/96 SUBM I TTAL TO ! N.T.S.. . . gmfg =ft otox tonti *1.4X# MO CONSTRUCTION LIMITS i ; ; •••11 t ,.- , / .• i / 1 I / : • f 'i1---4-- -I-- --• :••-••/ / i. I...._.... .„ 27 ,1 :-.?z : flii " 1 : ii if',5;;i. 1, • ti f :11 5; i / / / , / 1 / 15.: l 4' / / e / i. 1 •+, i SECT I ON A—A SECT I ON B—B c I TY ilii 1 I if .ti i ! ,F.,.• 1 i . / ing.,.3. .. i .1 1 1 ,, .1 _11 I 1 ,/ / i I I N 1 '. 1 1 ! 1 ; I 1 ; I .1 ; %;; It 1 '11 V I I v'filt.,„"7 • , / / .' ) fetietl*It.ft11111111111111111VINXII4 SILT FENCE 1 I d :.•.:•• 50 / 0 25 50 AS—BUILTS ONLY ii ; , imitit , ,,,, i , i'. " 1 ' ' I i ; If.; / i / 1 ,z,,-' ::•.1:',4 . e-0 .. / #• i / ill .,.., •,. \ N.T.S. Y N.T.S. jf ! I 1 t i I•tii !`:. f • • 4 . • IA / 4, of:/ / i ,,<,.? ./ ..•-• \, ,T. ‘t 1 Or ot, tk MI* INLET PROTECTION ' ,Ic PROT( I /.0. •, 1 •;c'•• t , : ;" i*, ..;.:i , .? i ,-, / .: i / ; A / ." „ ,,,--' , i 1 ' ::''-4i ; • 111 ! Mil a Cr t *Ii i i ''' ' :' ,t,' c.-4/1 • i •,- • i , ,11 4/3 4 i • . 1. - - :,-.• ix i 1 ?: ., ! El IIIII '. IIII --•• , • m IX em it ift ! I Hit t I % ,.1 r% J1 , I . ,' •11 ,11n1 , e ' • \ 1 ..., ", '.....''-'... " ie list, ) 1 Nce /2 • 4 i i 14,1 1 ! '1.10.i. • 1 1, ,• ,I / I ' / ,/ . I tfz '.'.' iK,::: e ;.,.. z: ::.: -::,:: : ; 1 inch = 50 ft. r A • i : a : a ::;:a/. a 3 .. i.;.?•r i ; p.'. .i i ' '''''' , ,, r I , LLI 1 4 ivit i j (: .' 1141r f, 4 / • ‘,, / ./...." \ „ f 4.. .- P/L o , • , . .. , ; .•.. % ,.. ,, -.,:,..1,:.. , .,„..,, -!. . • < ;• : . ; ..! I $ ;. ! , d ? I ;',.., , , '.1) •,* / • 1 .; 1.• '4.,+' ; ; i 1 1,,w .:• , I • . , ?. , 70...7.6.'c'40.•'c' ...' GRAVEL CONSTRUCTION ; ' : 5 i ;• 1 ; ,4 1 ; i • ,••, , 5 , , i4 .,. , I / / '•1 14 5,77. -1 1 ' i /. . „ . • . •• •• I t '''; .! , ,,, ::::.. . / , 0 ).••cy.„,. 0.0..6. ..0..• .. ENTRANCE di II 1 ; I , i ? ' . I > Iry (1 " / I' •;.:. „_„_,..„,.. .:••-•-: •1, 1 i 0 ' .. •. , • /' •REGON 1 ,1 I a : 1 .1 , 5 1. i f• • ' '. • .:fi I ,.• .,.- ' .. •g, / -1-- , fl :;$4 r , r .,.,.•- i '''I _ 0 • .0.. .0.• . 0•.0.. C I i i 1 :1 " ' I ...4-4-' $ ' ; '.;'i i. ' 11 .1 ..- , • ..0. i ,••• 1 ' i' i . p i „, . :•••1 C:•:: : •• ••• CY O• °.• *0•• •40... • • 13 V ,, Pr .e le i .1. • , .).. , .. . ,• ,.1, 0. • I ''-'4t i : 05 * : I i i ! ; 1 ! I ; ;Ai, i 1 i i .Z: i .4 ;, I ,, y; , i KI; i .•1 I 1 1 g ( 5, 1 / / 1 •i > ; FT) i ci_ .0...9, .. .0'„,..0.; •0... k• 13,\ k ' .„: ---.• • , i i .! :f ! ,' 1 iktm • I $ . ./Ir 5 1 . .'• . .7 :7' 1 .: .', ••f 4 , J ! ,1,:::: .,' ;; ,. • •i$:.. .i.. : - .. / 1 i.,.•::: ...** ' 6. i ; ,e,,,,,•• ) ,,; e ,. ir".•:, ,J,56 . . . ,. i ‘.)11 I . I ' r 2,1: 3 , , : :.• :4 ;; . —,. .,. cn__ .... . . . . 0.c BUILDING PAD /51_ CURB c.cp‘ tf-G G 41 5 • : : : ; , % ? • • ; .,..;,,, ' I .y i. I ,/ ". , ,.. I , i 1 y•-• , , , ..,$ t i I $ 11 [ 111 4' I j 1 1,411 f"1 4 i 1 1,11)i / I / , i if:j 1 ! ,/, , , oP ' i 4` i/.._- A. 1 •, _ f ' •.•::34 ; ,,,,t.......,..1:.....,/ ., f t I • I 4t?,!. PROPOSED ROCK WALL i I f I I 1 ; 1 i . I //PI!rc' 1 , ii• ii ,, i / V / /FT ,.. I t 1 1 i i,1 ,fl 414 , $ ! , $ .e....,, „, i.I..„ , , • , , ( . 1 f ''. i " 1 1 ' 1 S ira .:41'1Ntf ) A u EXP. DATE: 06/30/98 ., IfIts i i ,:, •; illf: • -feil • . i • .., i .,t, i .se , / ., .1 '• i'• I•* / . 1 1 *, •. \ .,;;0;-.........,:,,,,,, • .:„... 4.4.,.....;..-.... ,i0t PER AS-BUILT NOTE ON SHT 1 ,e, ,0•10. ",•••, T.C. TOP OF CURB ELEVATION • : : , t i ./-t. It II; f ' e ii ..1 i ; • ,- ,I i I I i I / 1 1.141fisli I .„.,,,,,I 1 . / i , / 0 a / • 1 k 1% 15)4 I li i I I : .... -; •...•• t, %,, V ,o! ; v / i , ' i 5 if,f,fl • " ....; I f. % / .... i , ,k„, f ,.. i ,Iyi 1 4'.., ...'.!,;.'•-•''.1: ,I. ,..-', , ..........__.,...,..• „ ., .. i I .-I :?.1;: f • • ....• i 1 I i ,/t i /-',"/ $ / 54 .$ IL. .,P c., , . 1 - i . .-.. •. . • T.W. TOP OF WALL ELEVATION 1 ,/1 le• e 1:'„i 1 I 1.!!:, , ,$• / „ / / / ''''' '''''' '''' 4' 4" ° ''" /71.11.3 ."" ''''''' ' I .' 2 : 1 :wi ! . .... , . . • 1 I i iii it •• . I .' 1 • - / .e i. • .1 / • - . • .. B.W. GROUND AT BOTTOM OF / , • , .. ir ••. , / i. t i ,• .,',/ \%. •.. . . 1,1 I ''. ' .:: .. . if if ir>. f I ,i' I i ,,,,.. 1 il • e. ; 5. • S TYPICAL GRADING OF THE FRONT YARDS WALL ELEVATION • i 1 ' •,. / .- , ,, ..,, „.. , 1 „„::: j46 .•• sr .:.:•:i',, " /fl...'l •••/ .., 7 .•'. / . •1/11/41 r /1 I 1 • i% r i 1 • / 4 i / 0 ".„ . k. ...... , • , k • if I :.;:l; alf • ..' TYP. SECT I ON D—D TYP. SECT I ON J ........, .._G...E._N.,.E..,R_. .,.A i,L.,,..,.:N:..0.T..•E S (C 0 N T.) NOTE: SPOT ELEVATIONS AT PROJECTED LOT LINES ARE TOP OF CURB ELEVATIONS lir i • , ( ' 1 I I ' 1 ' 4 ' 1 ,f / ,, 4. ... .... ..._._-:',f, • 4: 1 .._, ;. , ../ es .? , i „ .., ,% „,e • . ; N.T.S. ,,,, // • e I, -4. I , , , / , ,,,, t, ii.17e. W ;.i'4 '•. •., % \ • . 4. ALL GRAD I NG, I NCLUD I NG CUTTING STREETS TO SUBGRADE, SHALL BE COMPLETED AND THE EARTHWORK / /,.,/,.., ?A ,, ; r . ; , / ., ,, ; 1 4 1 ..4 / e• ,/ /360 .,,,,, 8 , . .. .1.. „ N.T.S. . . . • • . . , / v/ „.1 .:-.. 1. ,, / : .. „ e .i I . ., . •.. ,..., / 1}1/4\1 / ;,e. ? ! 4 ,•• "-- • • . ',.. 4 I I -',. •••. ,. . __,........ .. • BALANCED PR I OR TO CONSTRUCT!ON OF ANY OTHER IMPROVEMENTS OTAK ASSUMES NO L I AS IL I TY ...,......- 1/4..../ i '....*1 ' i I / i1 ' , . .., .. ,.......,.._..,..,,,. //ir I ,1 it 1 , I , k I , I \0 t.;i:.', . , .. .. FOR ADJUSTMENTS TO, OR MOD IF!CATIONS OF, OR DEMOL 1 T I ON AND RECONSTRUCTION OF ANY r. , /. 1 .. • • / / 1 A.? . • : 4 i ••. .,..,_,. .4 . ./......,.......4., 1'1 1•; • • • . . „ ...,...........,..... •k t!'" / ,.......... . I 2,4 ,.• i v •-• . :•••,..:.:,:„,,........ ..... ......,.................. „ .1 IA5 -1% i , „„-. •• / iop.. , i . .... -........ ' I ' I • •,..," -.5.. . • . ...............__ IMPROVEMENTS WH I CH ARE CONSTRUCTED PR I OR TO COUPLET I ON OF THE EARTHWORK OPERAT I ON. p„ i 1. / / ;-. i /1,. . , , - • 0 / . 1 / - ----- 1 101, „.. , s . ... .,,,,,... ! I EX I ST. GAS if 1'1\1E4 r ..,v.,: ; A ,„/1 „, i ,, . , . , ,, , .. . . / ,-• ; 1\ . 5. WHERE UNSTABLE OR UNSU I TABLE MA TER I ALS ARE ENCOUNTERED OUR/NC SUBGRADE PREPERAT/ON, ,• :,•., i . • =,r \ I •-"'-•• ,-..,•:•,.,'.',...,...„,..•.','''''•"ui. ii,i;:',;: •,mi !i: iof$......!??..,..m...niii,?.L.... ::;:•0 .,....)-; 10%,711,,,,.$1:1..,.;.?.. :,:.;„:._*.''.......\4„.,,..,.,.,1.,....:::••?:-it-7,,........:.:•.•..,:7, ..........::::- ----1............:....44,i,...i... .' '--•'--- SEE CONSTRUCT/191g/ "ti / I ,,, ---7_,—, , , , .., . _...... • .......• THE AREA IN QUESTION SHALL BE OVEREXCAVATED AND REPLACED WI TH SELECT BACKt-I LL AS il I / i' i.1 - 1 i '... / / ' ''` ---- .1::.. --........\--.7:-. ‘,.4:1 It W.1;,2•:•A,W'.4;-*.;°:F 3r ,§7••4:Ac '!$* 4*.iT.r..r;f. _.-••-•:-,. ,.•-• ok >:. '. NOTE NO. I I .CfiN; i it3..,/ I / Il .6 i t f i / 7 i \ I i • \..1 1-•7.''''' .,..,. :.•••.'. . "S, .1.• ••::E• '% •.. , / . ....,,•,.-,..... ., ,m•...... .• DIRECTED I N THE FIELD BY THE SOILS ENGINEER AND AS APPROVED BY INSPECTOR / •, .. ./-4-6- ..., ,,, c..) v.:- — ........ • " . % .-.... ..... ... •... -;,..—• - ,,,, ...tia., --..:•64■ I ...,..._....... _ 1 i SHEET I. -------,4441. _c;', 1 /1 . ' , t! v / „ - I t •• , / ' ". / ' '',: , // f 1 f /, .'"-N•, .. .... 6. ROCK WALLS SHOWN ON THESE PLANS SHALL BE BU I LT I N ACCORDANCE W I TH DETA I LS AND SPEC I F I CAT I ONS BASED ON r‘...S) `lq,, / ../..• If . i .:,.. • , , . ir ••• 4.tctill1111 '7--• •'.••-,. ••. .,... '-.. , t ..., • .. - 4 n 1511;11-' .......... , . / . ..., / e . ,, . . •./ "•tyli;',.:*?.':.::.:.. Pill' •?.:0,.,--• „...-„,... •"•-••• ----.*P:- THE ROCKER Y ASSOC GUI DEL I NES. PLANS AND DETA I LS FOR THE WALLS ARE SHOWN i ON TH IS PLAN. ALL FOUNDA T I ONS / / ... .. .. ..., . • _IF ir- . . , ,.. oit I •'''' ,t, .., • . . . .... 350;t•-'- ----..1•8.„../ / 1..,.„/41 ,i, ,,•iii, i ,,,,...,,,. , 1,, , ...„,:. .,:., , ,'. / , ,• .. .• • . •••• 1 .— .. . , . , „,• i:t: 1 ,:• i ; , .I.•;},I I. . f • : / .le ' ." .' \ :, 5., ...,.., 28 ..., % --.... .... • ...__. ---•••••••.,................_______.......OF ,f.i'OCKERYS SHALL BE I NSPECTED-B.Y,. THE SO I L'S ENG I NEER PR I OR TO THE ERECT 1 ON OF;THE ACTUAL WALLS. AT THE / / (.4'.f,i, , i ,•, ; 1 1 tir ,• , i t 9 00' .... ...• •.. . 1 1----„......„,... ' . / .. , •.. . •. . .• Iliet .;,,»-;;.;Is:::411: ...;,'..?..•'..t...1.11'(-..:- ; ••,- COMPLerrON-OF-GRAPI NG, THE STRUCTURAL-ENGINEER SHALL CERTIFY THAT THE WALL CONSTRUCT!ON COMPL 1ES W I TH Eli ••. ... ••,....„...., / ,,, s ...., ?t ; i i •••• , : :. i i ; ..., .. . .. ,. ••• lib . 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G. I 0 ro 2 •40 31 0 0 vogIrtevy cr, GENERAL NOTES 0 - •,.......„ --, ••••• •-• \ •,,, \ \ \ \ ‘, I f planners - --... '-•, N, ‘ ... / (/-TtE.., 0 PROpe Allet . A' ' ...- tr) /1 -\4' // / •,, s " ....-J landscape architects LID .\ \ /. ALL WORK TO BE PERFORMED I N ACCORDANCE W I TH THE SO I LS REPORT ENT I TLED "GEOTECHN , <6` ok6INE4- 15:5> :11:155711: r(154135 01 X 2' — _ 4 CO IP 0 surveyors cr) INVESTIGATION - EAGLE PO I NTE SUBD I V I S I ON" DATED AUGUST II, 1994 AND ADDENDUM DATED c), 1 ‘ 1 1 1 II % 49 * '7 Incorporated ' //< / 8' 9 I. I RT FILL .. .. : \). . SEPTEMBER 19, 1 994 BY CARLSON TESTING INC. ‘ % \ 14743 7 c, d Zit 17355 S.W. Boones Ferry Rood in MAX. M I N ...........- % ‘ % .• ru ) _ / • / Lake Oswego, Oregon 97035 Cci _......... 2. ALL GRADING SHALL BE PERFORMED UNDER OBSERVATION OF THE SOILS ENG 1 NEREER. THE CONTRACTOR GEOTECHN I CAL CERTIFICATION ux + \ ti" % 4:=', .,e...-A , --- - - ' -(4- _ Lc) C\1 • 0 50 -36 AX -5395 Cri I all. • . , - . • . SHALL NOT I FY THE SO I LS ENG I NEER (503 684-3460) AT LEAST 48 HOURS PR I OR TO THE START OF GRAD I NG PLAN REV I EWED AND FOUND TO BE I N CONFORMANCE W I TH THE RECOMM NDAT I ONS OF HE --. EL. B.B.W. GRADING TO ARRANGE FOR OBSER VAT I ON. v OREGON _ MilSOILS REPORT DATED AUGUST 1 I, I 994 BY CARLSON TEST I NG, INC.I NC. ., r----. 1, co 1 _ .,... , 1 j. . ,./444,,. 23 19,:so X.E3 --. 3. THIS SURVEY WAS PREPARED BY A COMB!NAT I ON OF AER I AL AND FIELD SURVEY INC. THE CONTRACTOR igf I---- 1 S HEREBY NOTIFIED, AND ACKNOWLEDGES BY USE OF THIS PLAN THAT ELEVATIONS AND CONTOURS /-2...--/ S- ?(_, 3 r ‘ .... EX' IST ING GROUND ...--• 1 OBTAINED BY AERIAL SURVEY METHODS ARE SUBJECT TO AN ELEVATION TOLERANCE OF PLUS OR MINUS L4/11 (-•••'""- ../. // , ... E.'S' 0, ItAla s•-• •, av • ! J/AMES D. I MBR-I E, P.E. DATE ..........- .,,,, •-cii FE 0.5THEFBEE/DT O. INC SPRTOOCLEESRSANACNEDSCHOANL CONS TBREucTTAIK0EiNN .01 NPETORACTO/NoStvsl D. ERTAHTEI OCIONNTR BY A cTTH OE R CONTRACTOR SHALL HA VE DURING THE R I G HT BOTHTO Sheet No. , /40.11:SD-BINUL wT oli RCKERsTHI oF wl CA cT 01 ON c=, HA YBAL E TYP. SECT I ON I SAT I SFY H I MSELF AS TO ACTUAL COND I T I ONS PR I OR TO THE 8 I DD I NG AND AWARD OF CONTRACT. NO ; cz, ADD I T I ONAL COMPENSA T I ON S"!ALL BE MADE BY THE OWNER AS A RESULT OF THIS TOLERANCE NOR THE cn AT EROS 1 ON lA SECT I ON G—G ROCK WALLPL I ES W I TH SECT I ONS 70 I 4 & 7015 OF THE 1991 UN I FORMED BU I LD I NG CODE 01 cn PROTECT I ON CONTRACTOR'S FA I LURE TO SAT I SFY H I-VSFI F W 1 TH EXS I T 1 NG COND I T I ONS. THE SUBM 1 TTAL OF A BID TIME NOT TO SCALE N.T.S. SHALL BE DEEMED ACKNOWLEDGEMENT AND ACCEPTANCE OF THIS COND I T I ON BY THE CONTRACTOR. A7QT D . 02 ' I--Project5 L- o? ...._ 6/6._ --/zO — . . ....„..... • _ . . . ... , , ... _. - _.— _ • . 1T! :.•, , -- . - '.,:-. - , ' • , i, ., ... •;... , i•tt.* .1., ,;•„; ; •. •..•• • ._' ;-'c%7' ' " 8 0 2 4 6 •ii*:. -` i 6 I 0 .. 1 2 • i 4 . . ..,.. • , . : .11t .,,., ...,„ • I I • • • T----- . i • .. • -- JJ 9/12/95 • ' .t r ; 61 Designed Date 1 .,_:=•r 2LEGEND SLR / 95 9 2/ 1 , ' • 2� SYMBOL DISCRIPTION 1 .400 Drawn a • r' UNDISTURBED SO I L ,qqR 9 2/95 1 sr ' Checked Date f ,ii,0, <;: . '' %'` ��r/ rl , V• i ; ,� ; s r /.:r =1 �� PROPOSED CONTOURS REVISIONS 1, ,. tom.. r , —- —_ __ r ' vr' ,;ems{... „xrr:' 0�. ' • ;: :W <_, >, :;, y�.,. .. A 7 1 i 95 SUBMITTAL TO ,, __ ,• 4 .# _,, �•: ,., ;,�.� :,�•. �:�. �.W, ;,„:,.. � CEDAR CHIP P E D ESTR I AN PATH ..-- \ f D? -- r.a. r,. F: Y w---W-- EXISTING CONTOURS £' t r ,%f ;, ;;, - — -- .c PER DETAIL ON SHEET 18 ... ..,. �' / / 10 t: s �3 ..,i �: i ;I '>`� MODIFIED A GE8 C I SUBMITTAL TO \ 4 \\'Y , 1 , ' ,• ft I. - .'9.: ,F' ,.r \i .. / f ./ 'N..• :a.,:4� �,Y,,,. .»,..„._ +s.: _ `\ ` ;1 ; a �+" �� �;. / / k > — t COMPACTED SOIL ® CITY \ •.: 0', r , .•, ��' , r ,., ;' �' .., �, /{;�< / ;�-'` �-•—'� —r— ..,�; .� �,4M • - PROPOSED CATCH BASIN \ \' ;2 ifs1+•; } 3�1 O oi0 �� v / ,•: / t{ i — ?%��- .. ', / / `. '`\ '4 L� f I ; • . ' / ti ;'/�� ., UNDISTURBED SOIL C 8 23 95 SUBMITTAL TO \ „ \ Z < .'S' ;,'e Sy r i•1 > : 1 ry / - / j r'. / , �� CITY It `\,, � \� i , , z ,� ;> ;�+; l;► ; : ; ,��' � i ,' r>�. , /• `, ,� ,- � ,i ;� I �.= •-.� EXISTING CATCH BASIN ES -- RIP—RA' `\� ;'' I , , . D 9/12/95 REV 36 CULV 24 THICK CL. 1000 ' 1 ` o l \ ; �,` ; I, ,, I ; ham, fi: / ��£h� : f y' \ LOT DRAIN(SEE DETAIL, SHT 18) & ADDED MA I NTENACE ROAD TO COVER I 0 X 20' AREA PATHWAY C �AK. C SUBMITTAL TO i 1 i 34 -\ 5/2/96y,� jf r 'rJJ 3 I , ,,. • r' 6 \ "�t 1 I , •;�' ,. rC �.` r: i �6IIiYi CITY " `' \ o ."� :'`'¢ / NTS LIMITS UT 1 • 2 �j • • CONSTRUCTION f. ,. : \\ , I ';'' " ,; r '2 1: .. "� ` i • AS-BUILTS ONLY CAUTION r�'`f \"r' \ t,E: I� 4� ' ; , RAG`T '• A' 1,, it ° .f • �'' i � �r!�I>� 1a :� el� �!r SILT FENCE lei(' : r ?;,� .\ t' - •� ; , t 1 I . ` ' / , A; (.S .1) PROF10" HP GAS LINE 1i ,� ,' `ti � F9I i , 1 i '• ;, ;` .,,A , r,: , i+ s .r j I;r� \ : I a •`^ fig' ® INLET PROTECTION NeF PROF( i i a}.: 1 \� I 1 + ri i / 1 ;:( \/�4 ,,' ,�.;,,; �.`' i� 10,538 7 °� 1 1 i �J IJ • FILL i ; ; .;�. I � , �� >� r� \ .. :;1 1,, ( • 14 l 90 ,,,a,/�i;, • ' 3 I } ; f'�'�.> '� y % , .' / 1 I i.�ry �. �`j55 , \, x. ��l`�t`1��,r /i,REGON fi � �- , � , � . � . 0 1 1 <. STRIPPINGS I � 1 � � I .�,� ! ; , ; \, '� ; ', :•�' - ', .'. '. 1' 1 L- ° •I,•— I � —� 00 ,,�� _.,... � �. �Ie �.. OUTLET PROTECTION C 4• 1 , �� " ,}'ryyi. { ft f : ` d '' \ \' '.: �� . • \•�"' - - 5 / ' ... 1.. .._. +••,�''"•. 1 - 3 'ram•,.. .- '1�nj "IG 7 t 1 : l Y 1 . \ .. . , . , ,,,, 36 CMP �� „ `w\ • • I I i i, t . E , w i • — - f— — —\\ ` F'' �} ..� , SEE PROFILE AT RIGHT ' . ..t 1.. , \� \ } 1 1 ? / i M' .� .. ` '`" r �' s ' ' , f r I ENG. FILL EXP. DATE: 08/30/98 N. - �''' / .if' , \ • \ • .r .' ' > ' 1 " _ < � ' ;� 1 PROPOSED ROCK WALL PER AS—BUILT NOTE ON SHT 1 MAINTENANCE ROAD - •'►•p 1 ,00,E • , . - - . . , • • 1 / ; SEE DETAIL SHEET 18 1 I14:: ::,: • • I ... .., .-, T.C. TOP OF CURB ELEVATION 111 ` r ♦ r . 3 24 THICK CL 100 RIP RAP ,, . ., \ + , 7 f l / Y IN 11 4 , , '\ ' ,� a ! ,� , ,.�' �c' ... _ „,, 't KEY `�EX 1ST. GROUND - 1 • 1 \ F'i LL .` •', 1 0 T.W. TOP OF WALL ELEVATION TO COVER 225\S.F. AREA „-� ! ' t •♦ �' � ems,. .' : %;,r.•} •� , ; t 80 ��' ' t � � 1 � p� fl - � FILL B W GROUND AT BOTTOM 0 ;' r . CT I ON K—K B.W. �¢. f' I Y r • • N.T.S. WALL ELEVATION , . , ' •' ' ' f `''' . . •0 NOTE: SPOT ELEVATIONS AT PROJECTED LOT UNES DESIGNATE TOP OF CURB ELEVATIONS. i O' ' f f r ,'t y 7 •♦ r' \\ ti Ao L,. .„. , Ifil 3.3 v../ 1,, ' . ' 1/71117 V ''f' ( .. 4Y • ' _ I L, 11 ••I PPPP I F � �. E I I i i ' ,j/� 1 i 1 :^I, ; ! v / r� i i ! j I ±,n I y f1 1 * I IK' 30 f M I ' , � lI � 1 '1 � 111 � � , �1 !�/ .f � r ..... .... .d�. ! , . . jj/f • • 1 C I C r••:r � 3.9 I i o. ' i ....;":1 .•');..;.•1 1:: ‘'...I•••1;2:',..'I.v,!;•••lit!•:'.2::; ‹..* ""."...'. .1.;•:...•:' :7 '::.I; Ncc:I. '' :.'.:. ; rjf r 1#F ,rear I q�P 1 I,r ! I r^ • lif4111MIMM ��. 280 I 4 e i......._...» _I ► "� i � PO S I! NN Ni • :- 1 • .r � rjf r !3.,r•,7,,"4'9' -•k`1 �� � -- � 1 Rq r ° f t r �' i 1.. ERODE rp+ •F,•.:'. °.; ! ; , f �:,`:'' •' r'31T•N r .. I •1 r I ... ... — t+' d I ! ILL TO BE MONITORED 40 • I j I I I F ' p `� • I - ' 4 BY GEOTECHN I CAL ENGINEER q t `I I • 4 0 ' ,�i A �$17 i i f i/......... i I j •S 1 i r+,,r/+ ,i!'; , ;;NI i '0:A.' i ••t`• • '�0 :yl r I f1 l 1 11.E i j i I li �i CUT TO 254 '� �`1.�, , \ � + + ' , '; ; ' ' I ' .i ' ;.,. ' ,.• I ( �� , j I I �' •.1 1 1 , t i Q 1 n K+I f' lia - J 270 l 1 . ! ...L.. �I O .` 'I i '1)•\', } 1 1, 1 , , l(' I �v]• 9 ;t11', f �� : ir• I '�41. I ''�.,.�: + i I .. ♦ - # i 1 { \ 1 1 ', 1 r { N +f,lr 3°e 1 I , I I ss�•! j t I !It1Ii ' i I ! � •IT I ii , ,,. ,,, ; i1 , ! ",¢ I , d r' I ! 1 i 44 111 11 1 I I I 1 , �'�I ' I f l I I 11 1 , f , 1 1,' , . • p. j r ►4 ?: .. 9 {' I �\ IiIF e t II I i �ZL sr' (f 1 ' r ;/ i ; ! 1 # t 'it I '� 111 ,l I .I , :, . , IF„ I _ I is` y i Iy • • I1 •�' ` • ! • `$ lI I l 7�r� ! r II j , I '3 ',', ,•a �•i I • 1 I M j' : '. ! EXIST. GROUNf 'I 1 I . ' ,y' �. �1 `° !• +� � •.. • S",, <' I UJ I I I j /"I' \ -ir I— 7 5' 7 5' • 'it {I ,, I+ J•�, • f 'I I .,f; 41 / ! • I/// `\ 1 I ., • . I f +� r 1 l O J • 1,'.1. '. • 'i l '�i'. 4, I,! i • I I1 ti• $r U I j.. .--.I • 1�/ i _ .._. A _.. .i} .fI l r9 1 S I 11I'' I� u•,,,t'.vo,' (♦� • ! Z ^1 I i I // I ' `� • �I : I,r I •, 'I , I ! '� 1 7 V , <:: V 1�1• 5 ' `K Z I / ; ' ,y M1� a 25 ' r' 1 t• i 11 1 ,I , '1 'k •I , I I II: ' ( ' i 1 ,,,. I I iS j ' , ' 1 ' 0' '• , 05 rr I , I 05 �._ I 2 { ( '' I I ') i t t • I V I S% N i /` { I �' �' 1 I < ' ; I , r if for i ,1 i • I I' f a (1 ,p i , ; ;i !, ,1 I ,„,(e , : I ; I ,•< , I 9 1 ,i + j .6 lt� ' 1 • 1 , I j l I' : ?; 1 'I 1 ' I „K t' ^'� 3' 'O , Q r C �. f I + , S S ! ' ' • ' : '' 1. I w� , v i I ,�I, ..0. I IItI " I' "I ; ,` ' 1 ' ! ' r f ,w' II bii,> �F�\ sp w I NOTE: BACKFILLTO12" ABOVE• " " 8 SAN. EWER x^ 1 ; , I II;' 240 f . _ PIPEMUSTBE — HED ROCK ! i,i I I 3• 1 f S rl ,' y �~r' m . I T I E ,, I r rl w•>, PATHWAY I c EXIST. GROUND � -_ ._ 1,', I,,i : ! : 1 1 , ' , `1b .SEE 1 1 p 0 I 4 i L 00 f I PH RAP COMPACTED I N 8" LIFTS TO I, , I a ., 1 i r� f DETA!L.'ABOVE .... . . ,�:::; I 'x2 'x2 C I d f2 N i s!. # �� �I I 90� DENSITY OF AASHTO T— 180. c SECTION H—H f ' I ��a `a w o' �' }> n 1 CLASS "A" BACKF I LL�909� ;COMPACT�ON f • N.T.S. f�t'i;i f +I ) ! , � ; j ' ' � � .� 'il. �,:, fir ` 1 � � � r:'; �,m ^'� � '. ,i` � �, y , i iPRAAS HT T— 80/ 1i• 0! p40801201": 1 ' + € ; '�► rr 1 �/ 1 ,� • rot A 60 200 240 I ; ! r ,' : • f. WEST o ,.'� ! • • ;:: PROFILE OF 3 6" CULVERT VER T • ' a a ; ::� CF ST,4 4+00 W g s ., 1 f r I I r • I i E ", 'Ifi ;` , JO' I I "=50' VERT I "= I O' • HOR Z. � �, � I ! i II 1 r } j1 I / i a, . 1 1' ' I r ,Z y, ;ti i` S0 x' ak I __II , 2 try I r f - I I yp # ;dam• �a • it Cg .. O a I 5 1 >< 1 .' v 1 j X coz �" ; i 1' P� 1 �< T 10" GAS LINE ALIGNMENT IN GAARDE ST. x> 1 • 5 1 N 0 E O , w "1D '� 'v I •I4I '� 1 `� 1 <-'' PER N.W. NATURAL GAS AS-BUILT INFORMATION. �i A x • I I Cal , ?� •k- y,it. • • • I . -• ,I 1 NOTFIELDVERIFIEDBYOTAK. ® w.'f .I I 1 ., 22 i .; ..,, 1 t: f W wEXISTING GAS LINE ' °' 36°. "p-� 1 t C=,I .'36 ,♦ 8 00 xr 1 q OSEECONSTRUCTION NOTE N0.: I I',+ I yal , 7/I • 0 1 Ir I 1, ON SHEET I. •t�gh, ,' f: ' ,°\ lir . • . ,' I i T . \ 1 • ._......w.-._ __ �.., -. w ' t , .. :! :•:I *: \ii......"1: .<. :r..:.. .,...fi :.1,: r�.:D '60. '- iiii 9{•4�S#r1..Vr.,...-,,0 _ g, .... • WA ;• I ,. I ` ' _i ..s . .+ .. ?'�S R '{#.',�?; 'ii i?•G: 6✓ii'lc:y': Si:r u r .. \ . ik I I 6� % \,„ Illgthilibig A War =92+-76::4; It. .. r,•..�< � :i �'is �; 417 � Z:45 {•r,ift , .• • PT • ' 1 0 . \ :..-.• 0 2 I-7 j ', iii .♦ � 1 �, ���II I i ....__ .__._ . ""--,."�� CEO • .7 �` ;� N. ��.NI —4-8- 1: /7 50• Q 25 5 • a. a. u.,. a " tilt 11 1 • \ Op 6y' o��•I 1 ;:, . 1 Ili \. 1 .6 11110h\h: 1 inch = 5 \ ita enginee • rs • • • popriiiii. c pIll!CO i • ;...... planners :., „ 7 ® brdscap• archlbcb 1 370 " • \; 1 7 1 1 vilk � -., � I ry 9N7 . „ �6p ` ,,.. - ~`�� �] �]0� Boones ferry Road i �o // J/ 17355 s w • ii:;:i. 22 ,NN r. I 1 r :i< \ .,. \ •.....•� �� *iiyijit— .�� Lake Oswego, Oregon 97035 ro 1 j •\ 8 Q ' ` CXD . ' S .. 1 ` (503)635-3B18 FAX (503635-5395 _.: 1 tl �. Saar A T \ .. . \ . , f r 111',\N • • , - �4., 6 �` I 4 • cli 1 1 • \ .Li heat No. • I ET 3 _. .. 1 1 47i ��= ti MO ram ! 10.40 MN AM. min non MIMIC ', mmm atm mono "01, i : • cn cn ,' \ I , -- ', - . Protect No. 0e 1 —7 s- / - µ p \F Ly1 ,: e �� 0 2 4 6 �"y 8 ..I , I I I I I I I I I I 1 1 1 I 1 „Ai7/'18/95 GENERAL NOTES— GRADING PLAN PERMITS EROSION AND POLLUTION CONTROL MEASURES STANDARD NOTES FOR SEDIMENT FENCE SLR Designed 7/18/95te EROSION CONTROL MEASURES FOR DISTURBED AREAS: Drawn Date THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE MR 7/18/95 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, ALL DISTURBED SLOPES GREATER THAN 3:1 THAT HAVE BEEN GRADED AND COMPACTED LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, Checked Date EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND IS PRIOR TO OCTOBER 1ST SHALL BE HYDROSEEDED USING THE FOLLOWING FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE CONSTRUCTION-DEVELOPMENT PLAN SPECIFICATIONS: MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. REVISIONS A 7/1 I /95 SUBMITTAL TO Ste' SEEDING SHALL NOT BE DONE DURING WINDY WEATHER OR WHEN THE GROUND IS THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE AGENC I ES 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER FROZEN, EXCESSIVELY WET OR OTHERWISE UNTILLABLE. FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND B 7/18/95 SUBMITTAL TO ��TOIN1 STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. SEED MAY BE SOWN BY THE FOLLOWING METHOD: DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 30 INCHES. C I TY JEM P PP ESS e 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE BY 12 INCHES DEEP, ING POC THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. HYDROSEEDED WHICH UTILIZES WATER AS THE CARRYING AGENT, AND MAINTAINS UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE Ex�ROJEQ s CONTINUOUS AGITATION THROUGH PADDLE BLADES. IT SHALL HAVE AN OPERATING BURIED. 4 ••• 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY. CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND MIX i�VTO A HOMOGENEOUS SLURRY OR P ,. ;�;i;i '; :N;=;,:•; ; �/ WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE SUPPORT FENCE SHALL N• +:.. .,• 2 BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS OF THE SPECIFIED AMOUNT OF SEED AND WATER OR OTHER MATERIAL. ••'j: •'= :' •': ;: ' ' ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH DISTRIBUTION AND DISCHARGE LINES SHALL BE LARGE ENOUGH TO PREVENT BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY ' '`'�`' LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRE OR HOG RINGS. THE WIRE SHALL •• , ;,; ,::,�: ;;j.:.,Y STOPPAGE AND SHALL BE EQUIPPED WITH A SET OF HYDRAULIC DISCHARGE SPRAY EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE RAID I US '•' '', T-180 COMPACTION TEST. NOZZLES WHICH WILL PROVIDE A UNIFORM DISTRIBUTION OF THE SLURRY. THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 25 MIN. ::•,';;'.'. ; .:':;�7r. .;;;;•..47:":7 ••• ::'• 5. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 70 OF THE UNIFORM BUILDING CODE. GRASS SHALL BE SEEDED AT THE RATE OF NOT LESS THAN ONE HUNDRED THIRTY ;:: r'•::‘,1. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE -••.�•'su 1•.• •�' (130) POUNDS PER ACRE. SEED MIX SHALL INCLUDE: CLEAN P/ T RUN OR "''• •'"'•`••'' FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE •'tr':" ' ` • THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN 2" MINUS GRAVEL '••• •'' UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY LYING STATE HIGHWAY ROADSIDE SEEDING MIX. FABRIC SHALL NOT EXTEND MORE THAN 30 INCHES ABOVE THE ORIGINAL GROUND NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. SUBGRADE RE NFORCEMEN STARTING BENCH, THEN PLACING A SIX INCH LAYER OF 1 1/2"-0" DRAIN ROCK, AND FINALLY COVERING FERTILIZER SHALL BE APPLIED AT THE RATE OF 300 POUNDS PER ACRE. GEOTEXTILE, AS REQUIRED THE DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE I WITH VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 NITROGEN - 22% WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER 8" MIN. INCHES. EACH 8 INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS DEPTH T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR PHOSPHORIC ACID - 16% OF THE ABOVE STANDARD NOTE FOR STANDARD STRENGTH FILTER FABRIC APPLYING. PROVIDE FULL WIDTH MATERIAL EXCEEDING A 12 INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. OF INGRESS/EGRESS AREA* 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY SOLUBLE POTACH - 8% SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER WOOD CELLULOSE FIBER SHALL BE APPLIED AT THE RATE OF ONE AND ONE HALF (1-1/2) STABILIZED. AND TO VERIFY EXISTING CONDITIONS. TONS PER ACRE. *20' MIN. FOR SINGLE FAMILY 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S SEDIMENT FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY Ill THE EXACT TIME FOR SEEDING WILL BE DETERMINED BY ACTUAL WEATHER AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY !� AND DUPLEX RESIDENTIAL REPORT/RECOMMENDATION CHANGES.• CONDITIONS. THE NORMAL SATISFACTORY PERIOD FOR SEEDING SHALL BE REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. o 8• IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL CONSIDERED BETWEEN MARCH 1 TO JUNE 1 AND SEPTEMBER 1 TO OCTOBER 1 UNLESS AT NO TIME SHALL MORE THAN A ONE FOOT DEPTH SEDIMENT BE ALLOWED TO ACCUMULATE NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES OTHERWISE AUTHORIZED BY THE OWNER EXCEPT THAT CONTRACTOR MAY PERFORM BEHIND A SEDIMENT FENCE, SEDIMENT SHOULD BE REMOVED OR REGRADED INTO SLOPES, IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A SEEDING OPERATIONS FROM JUNE 1 TO SEPTEMBER 1 PROVIDED THAT HE WATERS AND THE SEDIMENT FENCES REPAIRED AND RE-ESTABLISHED AS NEEDED. CQ PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. THE NEW GRASS TO THE SATISFACTION OF THE OWNER. SEDIMENT FENCE SPACING SHALL BE 150 FT MAX. Giii A VEL CONSTRUCTION LENT;%'A n;0E 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF WHEN DELAYS IN OPERATIONS CARRY THE WORK BEYOND THE MOST FAVORABLEEN N THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. PLANTING SEASON, OR WHEN WEATHER CONDITIONS ARE SUCH THAT SATISFACTORY GRADING NOTES FI L TER FABRIC MATERIAL 36" RESULTS ARE NOT LIKELY TO BE OBTAINED FOR ANY STAGE OF THE SEEDING WIDE ROLLS 10.EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION, OPERATION, THE CONTRACTOR WILL STOP THE WORK AND IT SHALL BE RESUMED ELEVATIONS AND GRADE LINES SHOWN ARE FINISHED GRADE OF PAVED AREAS OR USE STAPLES OR WIRE ETC.). ONLY WHEN THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. IF OPERATIONS ALLROUND ATIO. �I RINGS TO A TTACH EXTEND PAST OCTOBER 1 ALTERNATE HAY PLACEMENT AND SPRING SEEDING SHALL FABRIC WIRE 2" BY 2" BY /4 GA. WIRE 11.ADDITIONAL GRADING REQUIREMENTS AS OUTLINED IN THE SOILS ENGINEERS REPORT SHOULD BE BE SUBSTITUTED. FABRIC OR EQUI VALENT REFERRED TO FOR SPECIFIC CONDITIONS PRESENT AT THIS SITE. GRADES SHALL BE TO SUBGRADE IN THE PAVED AREAS AND TO THE LINES SHOWN FOR THE CONTRACTOR SHALL PROTECT ALL SEEDED AREAS FROM EROSION UNTIL FINAL LANDSCAPED AND OTHER AREAS. IN THE AREA 10 FEET BEHIND THE CURBS, THE TOP c..) •T_ ,■■■■.■IMIIII ■■.I 12•THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A COPY OF THE SOILS REPORT ON SITE INSPECTION AND ACCEPTANCE HAS BEEN MADE. AREAS DAMAGED BY EROSION SHALL 12 INCHES SHALL BE TOPSOIL APPROVED FOR PLACEMENT BY THE ENGINEER. e■■■■uael■■■■■i AT ALL TIMES DURING THE CONSTRUCTION. BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. o • �■■■■■■■■■■■�� SUBGRADE NOT IN STRUCTURAL FILL WILL BE ROLLED AND COMPACTED TO 95 7:11:::::' PERCENT RELATIVE MAXIMUM DENSITY AASHTO T-99 6 INCHES DEEP. �N � 13•WET WEATHER CONSTRUCTION MEASURES WILL BE IMPLEMENTED AT THE DIRECTION OF THE ALL DISTURBED AREAS WITH SLOPES LESS THAN 3:1 THAT HAVE BEEN GRADED AND• � / COMPACTED SHALL BE SEEDED PRIOR TO OCTOBER 1, WITH THE SAME SEED AND FERTILIZER • ■, ENGINEER AND OR SAILS ENGINEER AS DIRECTED AS SITE CONDITIONS CHANGE.o ■� SOFT SPOTS IN THE SUBGRADE OF PAVED AREAS WILL BE EXCAVATED TO A DEPTH OF I .�■■,..-e�� MIX AS USED IN HYDROSEEDING SLOPE GREATER THAN 3:1, AND SPREAD EVENLY OVER THE SITE. 18 INCHES AND BACKFILLED WITH 4"-0" CRUSHED ROCK, COMPACTED AS DIRECTED BY in 1 • :_• ;i: '• :;: •':, .:,r 1 14.EROSION AND SEDIMENT CONTROL MEASURES AS OUTLINED IN THE FOLLOWING NOTES(SEE SHEET 5) ARE CONSIDERED TO BE THE MINIMUM MEASURES REQUIRED, THE CONTRACTOR THE ENGINEER. __ �1___ ALL DISTURBED AREAS NOT GRADED AND COMPACTED PRIOR TO OCTOBER 1, SHALL BE I -�� IS RESPONSIBLE FOR MAINTAINING THESE FEATURES AND NOTIFYING THE ENGINEER I SEEDED WITH 200 LBS PER ACRE OF HIGHWAY MIX AND SPREAD WITH A HAY MULCH ORGANIC MATERIAL (TREES, BRUSH ROOTS, STUMPS, ETC.) SHALL BE REMOVED FROM N 6' MAX. ; SHOULD ADDITIONAL MEASURES BECOME NECESSARY. LAYER 1 1/2" TO 2" THICK. THE SITE. STRIPPING SHALL BE AS STATED IN SOILS REPORT BY CARLSON TESTING Q� I DATED AUGUST 11, 1994 AND ADDENDUM SEPTEMBER 19, 1994, BUT MAY BE DEEPER 2" BY " WOOD POSTS, EROSION CONTROL PROTECTION SHALL 8E CONSIDERED COMPLETE AND SUCCESSFUL IN WOODED AREAS. STRIPPINGS SHALL BE REMOVED FROM THE CONSTRUCTION AREA Cr) r... L� STANDARDU ORBETTER 01�, WHEN A GRASS MAT HAS BEEN ESTABLISHED. EQUAL ALTERNATE: STEEL FENCE POSTS AS DIRECTED BY THE ENGINEER. C:)(„N sI NOTE: BURY BOTTOM OF, FILTEf� TEMPORARY EROSION CONTROL (DURING CONST.) MATERIAL IN 8 BY /2 ADDITIONAL MATERIAL REQUIRED TO FILL THE SITE SHALL COME FROM THE BORROW CZ) TRENCH AREA AS DIRECTED BY THE ENGINEER. THE BORROW AREA SHALL BE RESTORED AS I"'� x2 xl4 . HAY BALES WILL BE PLACED AT THE TOE OF ALL MAJOR FILL SLOPES WHEN W/RE FABRICC - e DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. OR EQUIVALENT I `D_ NECESSARY, TO PREVENT SILT FROM WASHING INTO EXISTING DRAINAGE WAYS. (SILTATION BARRIER) PERMITS REQUIRED TO HAUL MATERIAL FROM THE SITE SHALL BE OBTAINED BY THE I CONTRACTOR FROM THE COUNTY, STATE, AND OTHER AGENCIES AS NEEDED. ALL TEMPORARY DITCHES WILL BE CONSTRUCTED AS NECESSARY 70 ASSURE DRAINAGE IS w;, N o CHANNELED TO THE FACILITIES BEING PROVIDED. CONTRACTOR. FLAGGING AND TRAFFIC CONTROL REQUIRED SHALL BE PROVIDED BY THE tCsID FI L TER FABRIC IF CONSTRUCTION TAKES PLACE DURING RAINY SEASON, HAY BALES AND "MIRAFI" 140 O MA TER I AL - S FABRIC WILL BE REQUIRED AT ALL STORM DRAINAGE INLETS UNTIL ROCKING OF CONTRACTOR TO BE RESPONSIBLE FOR DUST CONTROL DURING CONSTRUCTION HOURS. STRETCH IS COMPLETED AND DISTURBED SLOPES STABILIZED BY HYDROSEEDING. "' 8 WET WEATHER CONDITIONS MIN. EROSION CONTROL STANDARD NOTES o W m U - L APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT O VD a CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE EMULCH SHALL BE NGINEER AND/ORAH HIS TO ALL AS DISTURBED BELOW:SURFACES AS DIRECTED BY THE PROJECT SEDIMENT FENCE 2-FOOT HORIZONTAL OVERBUILD, OR I AND LOCH I ION OF ROADS, PIPES, RESTRICTGRS, CHANNELS, RETENTION FACILITIES, w / EXTENSIVE SLOPE FACE COMPACTION UTILITIES, ETC.). �.. LOOSE WOOD FIBER MULCH SHALL BE APPLIED AT A RATE OF NO LESS THAN 2,400 POUNDS r N THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, (12 TONS) PER ACRE, AND SHALL HAVE A MINIMUM DEPTH IN-PLACE OF 2" ON SLOPES < 20% _ MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE AND 50,000 POUND (25 TONS) ON SLOPES > 20% ON SLOPES > 50% AND AREAS OF MODERATE 0 ® RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS SLOPES PRONE TO EROSION, MULCH MUST BE STABILIZED IN PLACE BY HAND OR MACHINE C) q w ' • °' d ° COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. PUNCHING INTO THE SOIL, SPRAYING WITH A TACKING AGENT OR COVERING WITH AN EROSION z '3 RUNOFF WATER 4 ° 4 4 BLANKET SECURELY ANCHORED PER MANUFACTURER'S RECOMMENDATIONS. V O N X cu WITH SEDIMENT ° a v THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY a, N A 18" ° FINAL FILL SLOPE FACE FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION A w M 1 N. GRAVEL (12" MIN. DEPTH) '�:,-- ° ° a. PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE O z • PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR al d a - _ ° 4 H FOR THE DURATION OF CONSTRUCTION. ' 4 __ a ° SITE AND EARTHWORK � ww d �" -•- ° °a THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION Ch -1 �i=11 �F=u=ii- a . _ _ WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE 1, THE CONTRACTOR SHALL REMOVE ALL ORGANIC AND OTHER UNDESIRABLE r� a; _.�- .11=11=11= =1I=1 -_ a a THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE MATERIAL FROM THE WORK SITE UNLESS OTHERWISE DIRECTED BY ENGINEER. C� N o 11,u=iimmu=■= - a :11.=11:=L-11.=I-1 ° - _ d APPLICABLE WATER STANDARDS. 2. THE CONTRACTOR SHALL LEAVE ALL AREAS OF THE PROJECT FREE AND CLEAR OF �i �. WIRE MESH WITH '1' - �.Il.it- -.ual' IL`-u-t ° _. .a . . a._.,_-.;;c ORIGINAL FILTER FABRIC =11=Fu=u=.��=u= ^a. GROUND THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR DEBRIS AND UNUSED CONSTRUCTION MATERIAL. C5 W SEDIMENT ON TOP BENCHING =11=11.- =11=111 -N �O �' ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC 3. THE CONTRACTOR SHALL STRIP ALL PROPOSED FILL AREAS OF ORGANIC MATERIAL. FILL SHALL �y q !Y mt—U—II—II—II-II F/L TERED =11=11�=11=11=1' FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND BE PLACED IN MAXIMUM 8-INCH LAYERS AND COMPACTED AS SPECIFIED IN THE SOILS REPORT [may WA TER SUBDRAIN, IF I FILL KEY _1 TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. PREPARED BY CARLSON TESTING, DATED AUGUST 11, 1994. DENSITY TESTING WILL BE PROVIDED REQUIRED H/2 THE ESC. FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR BY THE OWNER, HOWEVER, THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE PRIOR Uj E-t AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. TO THE TIME THAT DENSITY TESTING WILL BE REQUIRED. 6-1 NOTE: SEE THE SOILS REPORT FROM CARLSON TESTING 4. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT EROSION WITHIN THE ' 0 DATED AUGUST 11 ,1994 THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A WORK AREAS AND DEPOSITION WITHIN RECEIVING WATERS OR DRAINAGE COURSES BENCHING DETAIL MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. PER THESE PLANS AND THE REQUIREMENTS OF WASHINGTON COUNTY AND THE tN UNIFIED SEWERAGE AGENCY. NTS AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO 5. ALL DISTURBED AREAS NOT LANDSCAPED SHALL BE SEEDED TO PREVENT EROSION. ' ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND �.,,, 7 .a9w,»r. CONVEYANCE • LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING '^_,,.a " pla^^•^ AMOCO 4545 EQUIVALENTRIC OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM a• Ia^dr:cps archnech L 2' FILTER OR ... `�` ,•' wan---, an- SYSTEM. Incorporated ol r�r�r�-y-�..-���•� STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF 17355 S.W. Boons Ferry Road 1 ;� +,! ;r��ole4*:l 2"-1/2" GRADED Lake Oswego, Oregon 97035 m '+•'•,6A, +7 �1•' GRAVEL CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL Lake 35ego, FAX 7035(503)635-5395 Cri'r' NN:.• •ta•ta MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN Gil. -'\VJEL AND WIRE MESH 't• • r.+•r•. CrX-3 2' I,y.��• ���*� FOR THE >JURATI..N C, THE PROJECT. INLET 1 AL 4" ADS PERF. PIPE r„,N.�+;7.♦;?�+;.W... W/ MIN. 0.5% GRADE o f �liZiNt'?:.'WPV. TO STORM SYSTEM 5 Sheet No. 0 SUBDRAIN DETAIL L5439D . 02 m NTS rn Project No. U - l6--. 'Y.20_ -.�.. - ll -....--•..,war.+----...,..... ..,._.......+A•iM1:N•niJ•i ^et.. Win.i•+^. :0 . il ' �j • 0 2 4 6 � ' 8 10 • 12 14 S ,? .►.. : .Ta` .. 1 , . I I I I • I I I I I I j• -.....---..-..,...'•:.-...1-‘....:.*::::1.':::<:....‘.....'-Z. ..71. 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' 1111.1A - --- ---- fl 5 Pk. ..\ . , . \ \ \ N.., .1 _.: ----.___ r_, -----_ - -- _ \ CC . ...„"fr ,,,., k,‘ AS-BUILTS ONLY i M.H. 2, #4D077 I 7+75.00 5.0 I ' L .. -----,-,-;*';-;'. $.-5„:A....N 7 I Cirj-‘ ,.----- 7,.'.- ' / \O PROF4r , OUTFALL, #4D078F 134-479 1 5.01 ' L . - . --_ M.H. 4, 00071 00 .-• -- .09."-x" -_ 5+67. , „ ' 124-82. 17 19. 16' L... -,_ 15+75.00 5.01 L N to 5.'42.66+91 01 ri. vEll-i .....r.. -,...' - c''' '11111 ljfl ,,-- -. 0 0+66.08 ST- 1 ''''. 1+40.09 ST-1 ''' '' -- _ ' • ---- 3+6Z 18 ST- I -, ST- 1 i is 0, is -7+58.2 I , T I , „........s-• .,. „ - , •-:.?,• ...." -_ , &.„ 10,538 'r -.. . ,ei• .. . . , .., f ------____ . ..... .. ................__ .4 N 0,--:...,-„.,,,,.,,..„ -,-m• N,3 Qk 1 c..• :: „...:.. -,1,,s., ... .., ..• -,_ _ -- . . - • --- -- -- - -- ,..,,,,,r..".„....-•,•;. - .. .- '''‘-.°&. 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U4. 6, i .D067 • NO sr c)c-4 ri . ....,.. ...• S 22+20.57 5.01 L \ -': ,45.."^<%.'e(1:1•?'"‘ t'llt1 0 ‘ S I DEtrALK 6'ip o ° 1--CULVERT 000.00 I E 238.50 ....=, ,-..: ,- .' .. .-,.....- -• ,. • -:-„,....,,,,,..tft.,,,,,,:•„1...,•• • _________ ,....--,,..,.,*.t.,,-,0,....t..04-e.:-.........-it••:to:, *Jr.,-r•-•,-.•3:o.:4-:.::::,-,,,,...,-.)*....4:::-...........--•,,,,,,,,,,,-Nifilik,,,•:-:•.-:•••::.: ::-.:-.,..,::.....: •-•-:.....,-..•i...:.._.--•-„--..::-.„...,.....-..,... .„ ..:„...;;•.. ..-....,'. ......,...:........:...:.......„.-.J..... -.......i..,.„...,.1...:1-,;7..A.r.•:''.'":7";n•:.!';'7V,r^',..mf'1",:•.1.T,'"dgz.;:l....1... ..v't'r :77. . ...»....;.t.r.:ff',:-!••••-,•^••:,..:!.*:‘:,',-,.?.*'M-?•1:: :,-- __ _...... .' STA 1+85.09 ST- I ,' . .., -... 121)(6" TEE AND ,- .:. -..::-..-- -, . ; „.' -,. -,,,,,..„..---. -...... 6" PVC DRA IN "11\ 50 LF OF 6" SOL ID AND 50 LF OF 6" PERF. PVC 3034 S. W. -- GAARDE STREET _ _----...._ SIDEWALK -- • • . -..__ _____ _ . ____ - - • _.___ •• • _ --____ ------__ - - , . "---___ - - .-A A- 0 ut C. 70.-a CO 13 t-3 0 \\ .05) li .. a \ , . ., 43 • '•• '4s. r. .1. _ 5-C'C •:... , ::, 1.1S2 - w 4:- EXP. DATE: 06/30/98 _ __ ____/ ...................... _ . _ _ 13. c\-o ,-( :+,-T<I''11/ 0 PER AS-BUILT NOTE ON SHT 1 3 \ .-(•>,. .,,d> 0 __ - 01-E: GAS-11"0:11---- -4 L1NE ALIGNMENT IN GAAR D E §-r.s.------_ . . . -:.• -(:' •.. . „ ... . 0 __ ..-....-•.+.74-cp ._ - , , , ' ,.''' ...--:„.._.. LINE TO SPRING TRACT B PER N.W. NATURAL GAS AS-BUILT INFORMATION. _...-. :. r4 ,,'' _.•', ' / , . • „. . / ; / / :)/ / / / ' / / / 240 L.F. OF 36" CULVERT. SEE SHEET 4 FOR '.,.,,,e,„, ••••••.....,-........:_ ,.:..„.s,„„ \------------ , .,,,,,.,:,.., ..„...... ..s„..:..............._s.. 2C+U4L0V.E°ROT •-,,,,,,,,. ., .....„.............. ., 'A-:- `- - •,,,,.r, .,,,,, ,• I.E. 251. 15 CATCH BASIN DATA n NOT FIELD VERIFIED BY OTAK. NOTE: ALL LATERALS FROM CATCH BASINS TO MANHOLES ARE PVC 3034 • k C.B. 3" BERM OF •ffl o o- ,3 0 -4 •Z' / I 22+44 END ONE 2 I/2" LIFT A.C. BEG IN TWO LIFTS A.C. r......::. 1,... - - ,' PROFILE '•'7' 4•:-... -,, CB LINE ST. STA TC IE OUT PIPE SLOPE INV. MH CITY # -1 --"*.aeoffsf_age4,essair .... A.C. /X 1 C U-0---1--A R rn \tf1 OSCB-1 ST-1 13+46.21 272. 12 265.35 24.4 LF 10' 0. 0037 265.26 4D080C \tIN ,f , EXISTING 10" .. . OSCB-2 ST-1 13+46.32 272. 14 266.27 5. 0 LF 10' 0.5520 263.51 4D079C 31 , , EN um isimmoom _.- - I GAS LINE CB-3 ST-1 16+00.00 302.47 296. 19 35. 0 LF 10' 0. 0774 293.48 4D076C • MN MI MI , , , • CB-4 ST-1 16+00. 00 302.47 295.60 28,9 LF 10' 0. 0734 293.48 4D075C , . k 0 50 100 '1111 . , CB-5 ST-1 18+00. 00 322.39 317. 06 35, 0 LF 10' 0. 0526 315.22 4D074C 01 ri: ICIN , CB-6 ST-1 18+00.00 322.39 315.90 28,9 LF 10' 0. 0235 315.22 4D073C CB-7 ST-1 19+91 .40 342. 01 337. 19 35.2 LF 10' 0. 0966 333.79 4D096C CENTERLINE CURVE DATA 0 , . CB-8 ST-1 19+87.91 341 .61 336. 03 25.8 LF 10' 0. 0868 333.79 4D070C ,rs. E. i ki CURVE DELTA RADIUS TANGENT LENGTH CB-10 ST-1 22+45.73 371 .60 366. 09 36.7 LF 10' 0. 0643 363.73 4D066C 22+42.13 371 .21 364.96 24. 0 LF 10' 0. 0512 363.73 4D065C PLAN TEMPORARY A.C. BERM TO BE A 31° 12' I 411 825.00' 230.38' 449.3 I ' CB-11 ST-1 24+50.22 388.97 383.31 38. 1 LF 10' 0. 0727 380.54 4D062C INSTALLED UPON FIRST LIFT OF A.C. B 48°50128" 525.00' 238.38' 447.53' CB-12 ST-1 24+53.57 388.78 382.27 29.6 LF 10' 0. 0584 380.54 4D063C AT C.B.'S FROM 16+00 TO 20+00 1 . . . I I 1 I • : , . I 1 I I PV I STA = 16+50 1 i 950.00' IIIC I i I I I PV I ELEV = 310.00 HP ELEV = 395.66 I A.D. = -5.74 I I I HP STA ••= 26+85.56 I .•• PV 1•-.STA- =•26+91.. '-• ••• ........" .'-. .' \ r• LN\1 r..E. i I K = 40.08 { 310 1 1 i i i 1 • 310 • 4'00 1 400 : 230.00' VC PV I ELEV = 423.72 . i 1 . 1 i e A.D. 4 -23.63 . ( i NI. I I I 1 t% I I to - IN N + cri N in FORWARD rAN. = I I.95X I i . IN- "- -oc 'Cs.). 09i 1--.4 C--) STA. 23+91.31 i S.W. GAARDck2TREET= 1 I i <c C.) - • 1-- . v OP (I) Cl/ "EYEBROW" C IrTERSEC 1 I LP ELEV = 263.23 _774,,5 - I LP STA f 1 1+2722 I EL = 384.89 ct• I PV 1 STA i= 1 2+54.6 1 F 1 N I SHED C/L GRADE , 03 1.C'' ' 320 380 1412 1-- cs, 320 I I PV I ELEV =:...254:65 013.26% '/' 0 P•95f 380 CD I A.D. = 18.55 19 ' 6K - 2 .96 vz -I \2 . 500.10Os VC . • 5 ' 0 W , • ,s F I N I SHED C/L GRADE C17 . 10 0 k_9': . . . f• tn,-. ••, - in (7) . 1.• •-• C.) vz, ra.. -i- fri • EX I ST. GROUND AT C/L --- r*" / n 43 N- I /•%1 f--. fr) F:444-; N I% CO C4 N 300 . uI . -: . = cat') •iii . cd ( - . 0 - 360 - - - +N I, 360 I-- 47.---- 1. . . .. r...sit hl ..) % N 03 (-N 0 ----N n''') PV I STA = 18+80 11 Z --In cz' c.5 c"z4 N 6 ..Z1 4.144 Lo ov• c\! / ef c,9- 'z v) N trl 4 8 ac (0 0 f-. PV 1 ELEV = 329.00 \ '''' ,i p 4...tr) (Ni ci F- 1-----Li a. co V) --: A.D. = 3.42 / 65'° ‘\' Ni•N '0(q 0. 0. \?.• sz5'33"1"1. C) ril P.T4 al) z '•,, N.Ou ,c) --' -; • • K = 49.73 . 2 41 . ._........_________.... .__.._........................._____......_.._........___ _______.................. . •CD TS, uw)c t --:,-: /,--1/ 5,.1:,05. 14 uS*4:1-Li z.1-sil .... .. .... . Lir NI. * \ii- , * -- ' - - - . /70.00' VC . tr) ---fq.)•-.0 4r.T.,1 ra9 : / N--- tr) • / 1 •c-e Li 14 v. a, ,. _ , 59 ) , .) friN -I- in • 0) / 44 fr: 1 'ell,a r,z1 r:45 (.1 N..2 o• 4.co 0)0) _ c) 21 44 N c) 280 __g.........._........._................._........................................._.._.............. .. - . i 5 % i i ---.co cN N N N.-7.: . 280 •Ct 1.44 0. I 340 -;- - . \ - \I I 1 3410 : (43 b) !L. ' i--4 rti ti.) • (i) Z () 7 ''''N--.P NZ NZ TEMPORARY , 5 05' .4-.1.• 6-I A c4 az ..:K z • i • 1,1 2 ' - \el: N, kr•rnt.'-) .411 E4 k Zg C. --I-- (r)(r)k---:--: eci Poi i-- ,-/...--..--....--:, . ........................._. ...._ o&Li•-•" Odin--.C3 A Scl.c) gfigglr c4 Cf) E-1 ,... _.-•--. -.......__ _ -) 4 .....--- --• ----... .0 I L.F. -7.,,, 1 / ;:•,--7 Ovioc--:--.- ST- 1 .......... .... . tz.,-- ((iv. ...... __. ...._ ____ si = 0.2705 ,."... s y (: (1) BY: D. i kA5oir DATE: (2- - 2 50 •,- rg)In ..), 260 -__......___.............. ._ .. .__. . . 1 8" SAN. EXIST. GROUND AT C/L cqintn ---......... 7 _ __-/ .- .... - ... - ---- -.. . -260 320 `t.ed 93* "... . .. ..." . •lo co 1-. * 320 .,, ------- 1.... ,....• T e • --1-•tn t•-)N. --Qs .__.- i .... ... origirmorz planners ---.I ----- ' SCALES: I ' iii ,r-i vi: 50 HOR ' Z. ,.... i , 40,1 \ landacep• architects 1:79 I ---- I cr) ---'------- .IL\V i .NI LI i "‹ • ' 1-.i .".1-1-!144itirvilyOrf I 03 c\I N !I I (J) "zC V)V) ------: Inc o F-.I-- --- CD / /1 --= Id" V ER 7". p (i)(r) Q' '1.. 1 17355 S.W. Boom Ferry Rood ti -- ........... ..... ....... . . . . . .. . . Lake Oswego, Oregon 97035 . S. W. GAA RD E STREET 1 . i 1 1 1 I (503)635-34518 FAX (503)835-5395 ---1 -1- 'C C-Zi 0 I D ST-1 1 i 1 I I I cD(2' i i i• o(/)-- 1 Z i .5K¢ • • , 1 6 ,s4fo i i ., ici).(/) ...:-- i i I 1Sheet No. CLASSJ "A " I. J CLASS "B" BACKFI LL I 1 . , i 1 i i ati CKF I LL I; 1 1 I . 1 I cr IS 1 1 , i I , 1 1 , PLr.051.4., 3,4.39. D . 0 2 , 1 m7Lo. o 1 ts-koi0 1374-1 00 1174-10 0 1574-00 1674-00 177400 181-00 191-00 ! 20-.rt-' 00 221-' 00 ! 201-i 00 1 241-i 00 c,- , . : , , . :2174-1 00 - 6 /5 .0--- .. ..., • i -,,iiA . - _ ... . . . _ __ .. . . _ ... _ ,i, .0N... • .. .04;4 _ -,--- , ' -.- '------.-- ' ----------- -------- _, _.._:,,,, ,.. , ...:;.„_ ........ .,. ,,. ; , :___,.. _ _______ _ 7-- tr-'43---- ---7- ---7,;-7-.- .. i ...,. , 4„.. ' • ' . 't•i, . . . '.. 2 4 . 6 8 10 ... I 2 ' ' I 4 - I 6 • ' I k_ I I I I I I I I ' . ._ . ...r., It I I I I I I '. I I I I I I I I . I I • 't? A\ \ 48 \ \\ ,,\,\' i.::, . ific CUL-DE-SAC DATA 0 I JJ Designed 8/23/95 Date ‘:\ 6 6 "C‘.‘ DS' CURVE RADIUS LENGTH DELTA A/BCR B/1/4 C/1/2 D/3/4 E/ECR F G SLR 8/23/95 ',-;,!. '..- . 0 0 \- A („\\ \ Drawn Date _i!,• n 1-ri" 4. ,-.- evily 12A 30. 00' 43.68' 83•25'27' 388.79 388.29 387.81 387.31 386.82 \ SA : \ e.,ifrAtjk.•- '-- \ 14010 7.073 AAR 8/23/95 ,--- rili 12 35. 00' 109. 08' 178•34 ' 13° 386.82 ' 386. 00 385. 17 384.35 383.52 382,70 381 .87 t ',44., NO At\ ter \NI43 ------' \ \ X 4 ow 1+60 12B 30.00' 44.44' 84'52'02' 381 ,87 381.37 380.87 380.37 379.91 Checked Date -'" \ killing(' ct .4 ..k ...-''' 415 '' 411110 /'t REVISIONS C.‘ ‘‘ Er \ "-4 \:\ 9 \NO •-• 1.5' Mb ''Z!4%.i.' ; A 7/11/95 SUBMITTAL TO / --- 4 9 ,,,,- _,,.. 1 171 Mb :4.:i. PIPE VIM PEA-ORAYEI OR*PROVED I ' I .., MICKLIOragr-71.1 " AGENCIES \-* ;. - co'--1 It 11111. 4.4.: WALL r o PEW. COR. PLASTIC 5_,CR.C:11,: abanaleMOZIMX/EIRMOVOMMWM 1111.114-ft 4"; 1 ENN'ti-prt E BI-ka(rt 0711T411 ''' I i I I., i 0.44U' jib.,i.q. I 4Crz CR E;VIZTHRCgriCTcuTR09, 41c:: B 7/18/95 SUBM I TTAL TO -.. ; . ; .1. V ,,,;" . , •;;a.' CUSS-C" ASPHALT CONCRETE . :: PW MD -i- : 3" COMPACTED THICKNESS ... wpm .1 I. GRADE C I TY \ 1, 1 • CURB RETURN DATA 0 , 0.5. \\,,_INSTALL 3.0 PEW.CORR. PLASM 1 C 8/23/95 SUBMITTAL TO , 5 0 CRUSHED ROCK LEVELLING CORSE PPE WITH PEA-GRAVEL OR APPROVED • . ! ' CENTERLINE CURVE DATA Q \ /--- / 4' COMPACTED ntrtaiess 3/e-cr ROO( EOLLAL ENVELOPE. AAP DMIOPE VIII ' i i ; • CURVE RADIUS LENGTH DELTA BCR 1/4 1/2 3/4 ECR CITY -sz, / .. Ii01 POROSITY CRAINAGE BLANKET Kw, : ; I \ it ...----„A-• ...,,Oli,...- i ..-- g\• / .i - / „, ZEIAIL.0 CURVE RADIUS LENGTH TANGENT DELTA ti: NON .V.,,\... 7 ' / IIINALEMEMILMILWIN THP°X11 L---1-- ! -1 9 40. 00' 63.72' 91•16'11' 339.27 340.67 342.80 345. 00 346.59 % 1 ........--ia" AiV"..,.(Y C..\ \V 5x ibrk\4) Z '/ // moccorgailiwiounirim)sTo°Rs•ESCHECILREQUWALD4lIcime:40 PVC i El!INX. I II 1., ‘Sitlg ir co. ri, • ,...):c k N / , ws 'i -- • Tot or w m. 10 30. 00' 46. 02' 87•53'04' 380,82 381 .76 382.61 383. 01 382.62 A 825.00' 449.31 ' 230.38' 31° 12' 14" • I , f), fl , , -o 7,\ , 0 \N- - 13 \ (i5 / , 1' : 1 400: ....Fromm ,.....,•.I••.a. .00 AS-BUILTS ONLY 0 -7 \ Ni,.-/- ‘ '5A. / / / 11 30. 00' 48.23' 9206'56' 382,38 383.52 385. 16 386.71 387.81 B 475.00' 387.37' 205. 18' 46°43'3In \ ,c 1- / /,/ tl ITAML 1-, , -77.._ A1L..,_ --1 c I I 28.75' 71 .05' 35.54' 03°36124" i \ 6Y- i`X 0,c,R. ciIN ci) - 5 . ; ;--BCRTOM ve.WALL D 1128.75' 75. 18' 37.60' 03°48158" \,,s _p PROF( i ', l'i.) IA 28°34'13" 4 L, //F-10# STORM DRA IN NOTE: 10" GAS LINE ALIGNMENT IN GAARDE ST. c..: , e' 't 't W 'A 11 , N, / /INFORMAT ION VISION TRIANGLE (TYP) (1g2 =7› ksj N SHEET #6 IAXAL_OR2SLSECOON NOTH I NG TO OBSTRUCT PER N.W. NATURAL GAS AS-BUILT INFORMATION. :Z=;? 6 eAREGON g tx 4.. S.EE. , VISION THROUGH ANY POINT NOT FIELD VERIFIED BY OTAK. /0 • v4. A4(4 e , . . , k I 1 k) 0+48.54 R.P. 1 f .- ABOVE 31 ,-) 13. .\ 1 ' l'-. () / ':' '.., / :,) I) c,‘ 384. 10 / SEE SHEET 9 \ _.-. . . , . • : - e u-Pec G ‘tiCcD ' EXP. DATE: 06/30/98,, 1 i k r, t•. ------- 'r d ; Vifr 1 r ;',? / .'----- t ; V !"- _-,--- a „ . ,,,,..,.1 i. 1 I , ts, ,kr:.:i I i •,!' -...t,-, PER AS-BUILT NOTE ON SHT 1 t t t i.i "..., ...------ c b •‘,,,,, / 5 3 . f\ -----------.. ..'e•P: 'P's'..'• i ,. !r: .. , or, ,,,,..,:::,,..•,,,,,, ,,,,,„ .............,.:„,1,i,ill, ,):.. . _ .......; zz . 14.1111 . , ,,, .s. , / /7' 1 7' i -- k );;'• 1,!: ; t; 1-t•,.) 'sr'. e / / coto , ,.,... i 0,, , ,,,. 2 • ., ...c, . (0 ,. .</// CA S.W. V I STA DR I VE ., • ,t 1- N.,•,. r. „, ( STA: 0,4-50.30 ECR ii 5 601! ,,. , •,, , , ---- . . • .:, y.), p, 5 9 i 0 • 00 _ ________, . • , ... ..._ ...,. ..,, . .......cr:c5:_________}.,,ii _.:-'' '%--..,--'' ' "I I --YE-6-1-21- ' ,, . . STA. 26+37.63 N STA: 0+53. 77 BCR 1- 3 , .- . C./ ...• C\I 1 \ \ %COI I44 1!1 Z. 1 1.:.:1 I C).4C17) ill 1 : ,• :: ' • • I' N 4 1° C\? 1 •:. ".-', ', I 1 'go 0 a -----i:. :744,-- __ ) . !i: \ , SIDEWALK ; 0 -. ' Q s RI , ,,,, -4 4.. I ,- (.; citi' \ -I, ,fr, fri J1 t !) <-4,0 lc,:A i I STA: 29+3o.93 ECR --..\ r -".,1 STA: 3.0+30.99 BCR . tn \ in \ 5 8 .s, (,,1 ,.:.: :„ . ... ., '43-A.' ...it li 1..11 \Is 0, "....,, ---_ ACCESS .. ..• ...rs. I II : • .: ' \ I V: . kA gl_sb, • - fr:-• !' : \II , \ %fix c) 0, 7 II 1 , ...., , kk.4. . 7s_ 0 ...-- ''-'""!"-m,,,66,'!!...r ..i,:....4.r , -- --,i- mw, 11 1 \ FAF-II- 1-,.z_.:.-..-;-• I '' 0 25+95.22 BCR • ,,.. 0 (3 LLJ ,, ,4 ; -4111 1 ! \ „ ,-,.. -7'.'----------___ „ .. ,., .,,:„........„....„:::vi.. . ... .,.*..,...4...0...,.*.ww....rm ---1.,,...,. .., .,.,,,,,,,,.„0m,---------"± ,,,,,...4.„ ,,,,,, CN -- - --,..,,...,im .7.7.7,:„.1.77:5..i ,,,,,,:;,...„.7.. .. "4 4:---i---. ---_AC_CES5' 1, CI, (Si , , ,, ,,. ..,.., , ,, , , , • \ .t. . I.\;1 I " 1.0' Ell: MIIIIIWINIM CD N -;1. . -. \ \ me Ns ,, :\ . , ,1 I II i I ./. 1 1 i ,.,0,, ,,,,,,. CV --- OC),; C) C)1.xfo.m.4.N, : '..4 -.' ' '''''''"" 5"•1!'M'f17"7"".tiiviN -,r. 7--,--------- \ t o 0 50 1 00 / , - -_____f _ 0 ,i ,Nt.... . .,-4..,,,_..,,,.,.......,-,,,,4„..,:- .,„..,:,„:i' cNI (7) i 13 --,-..,„0,,e y.,..--,. ,t'•", ,,, cv CD- r-- -- - .-4. •zh -.-- - - ‘' -- • ---• -- C; •--'''',-sr•i•. • • - (NI_ -- •"L'. "---- --111-- - --- 0 --- -L 7::-:•„ „_.-,-_- - - ---. - 0- .7 .1 4il‘R. tO •-. -1---- -- o , . _ •--.0. 1' ' ry-. •: (Nil') ••-- , - 1 1 . 1 , ......_. I _ _______F_÷ __ F , , . _ , , -- . ....--,.......„. - (o co ; , 26+ii'0.05 ECR -- -- ..... -......,...,....,,,,,r,,,m..,.....i,,,,„....,..., -0 ,-• . , • in SEE DETA IL , ; . co -- _• . - ......,Vill ; i ,8,.a. ii.... ..1.Q j...... .- 4.)- ABOVE , ; 1 NCI) ki MATER I AL THROUGH Lo - •• --. ___- . N - - .N\ CURB AND SIDEWALK + • -•••••-- ! . 1 I kl C) -- -- FL EL=395.66 c\icY' ,33+86. /7 .1 a TC 345.73 1 CL I NT 34+33.44 \ , \ CONTRACTOR TO VERIFY . LOCATIONS OF EXISTING \ , 1 GAS L INES FOR 1.0' M IN. CLEARANCE. i -.4 441 • : •I' q,4 ..4 , 1 1 • ,' • . 1 I , , i . , . r- LNI ir.. 1 i . . ..............,..........._.......... ...................... . . . . . . : 1 1 : SCALES I " = 501 HOR I Z. I 1 I " = I 0 ' VER T. 1 I ...... I I --...... 1 , " . .. . " H . 120 r) I i 1 i 1 ' HP ELEV =1395.66 HP STA = 26+85.54 NOTE: COlt)TRACTOR TOI USE CAUT I 6N WHEN EXCA VAT I NG I NI AREA OF EXISTING cz 1 I I PV I STA =I 26+91 L'4 GAS L INES ?-- ' (-4 I\j' 44 1I PV I ELEV = 423.72 ctc' 0 I I A.D. - -2.3.63 - - r'r) ' . t-- ----- -- --I 1 I - --- S--- ____ ..z.,,• 40.20 (\; P4 1 ----*- 950.0071 . c7 .....- ,. ___,__ it) QPI Nh . Ci 4100 vzo A., 400 0, •z,40:• - •.. • ... . . .--- --.- , c) -1 I r....4 N. E'l 0 cil N I 1 Qi c\i,0:. r:4_i co li 1 . Pplil IS AET.LDAE. v==.3 42.4;1 5/832.0.529 1 K = 46.4'0 gi i\ N *.. x eD Pr4 0.0 g . ., 0) , cs:Li CI E,1 880 380 ,,, , ,,,_co - tnin -I- NI: rl c4 ' ' -. to 44 rzl , , ,„ (r) kJ •;t (3 1--• Es. Ci) CO in v- • I , . EX 1 ST. GROUND AT C -- .. II 1 **41 .. •et1 • • . Z In I-': Lb C5 N\ / FINISHED GRADE 4, - .,9 -. "X CZI .4 E--1 • `4 110 0 Cc k cb 360 I . .. \ coN 141°' Lo 36'0 rgri) 6-1 64 i .. . . . . ...... ...... . ...... ... ...........frii: t.*.:ti 4ic°... . . c\i‘N_.1v:i. (4:7 !.ra \\ „---- ',::: „% * g( (3 tn : Cj3 v• 0 N I ----'-- 4411114b (th Lt •X 't 8 ito N.: (f) NI ra 1,4- As., :s3. ..:'......._..... ... . , 7 --..... - t _ , . ...... .... . .... . ... ........ . ---- . 7111 ...... •ct- 1-1 enalneeri II I I . ci I I tr) C21 1 irive, i' ,,,,c' planners 1 ! I ! ‘X "4? ! 4`..-..*.7".. Z Is-. 1......• i surveyors cmc-° 1 SW GAARDE STREET 65(.., (r) (,,,i, BYD: . S i i44ffr i DATE: t 2e- - 1n t, .. ....... . _ . . . . . . . . .. „ , . , •. I .. . 310 1;k735:)::(11P °.rat :c B.n.s Ferry Rood "chit"Roold la 3-10 ' ndsca" Lake Oswego, Oregon 97035 ct I i I I I (503)635-3618 FAX (503)635-5395 d-it I I I 1 1 I • I I maiL' I I i 1 I 1 i . " t i I I . 1 1 . . . . . . . . . . „ . . .. .... ................................................ ........ . I 7 Sheet No. , L5439 D . 02 . Project No. , ' 27-71-00 28 71-)00 29-i-i90 307400 3/74-00 3244. 00 337400 34 7z-00 35i-00 Tf _ .. ..iii- __ ----L--,-F---:, • -.--,---• --- , . - .--- , , __.: . __,:__,,,,,-- - ---- ,-.::-..-;„...,_-..... - ,, . -,-. . :::,,,....tqw.,4--iaTL:=:tc,...7:; r . .p........":.‘i7.7.- „ ,:s. • ,'s ti • ' • .4.4 , ., r---.7-7--..------.-------r-----------,--::-- -: - --- -- . - -I* ..,•.... y • • • it --. • , . . . . •,1, . .,,:r. . 16 , . ,•,....4 .., ' 0 ' 2 4 ' 6 1: . 8 , : 10 e,, .12 14 _ ._ . • • . , • , I - I I I 1 ., ...... ...,..‘tc. I. ..r. I I I I I '. I I I I I I I I . i 1 ... - ..,, rl 11 ••4--' 7,\ MA TO1 NOTE ALL LATERALS FROM CATCH BAS INS ---ktsi3 SEE ' .9-TEET 1 1 0 ':- ,-_: .., -. :.,.,..:.-.:.,- ). 1,-....,::,: .. . . ... : ,\ 1 ....... ,:. , CATCH BASIN DATA 7 TO MANHOLES ARE PVC 3034 SIDEWALK 1 •.,•,-...„ //Or; / ., JJ 7/18/95 __I-4, ---i - -- • ' .:\ ,/ ..,- . E-----"--tr- - ----\ \ ' , Designed Date M.M. 6.17661 /24.ODO°'9L\ '.! k CB LINE ST. STA TC IE OUT PIPE SLOPE INV. MH CITY # . 7/18/95 N 29 .1... 22 , ... . , . -00 c:., ,,, / , Drawn Date DSCB-13 ST-12 - 323.97 320,83 52,7 LF 10' 0. 0036 320.64 4D084C I M.H. 12, #4D085 (4L44 104-85.26 ST-2 c',, '' , N .,., 3 3 STA: 2+45.25 \\< \ ,,\ MR 7/18/95 CB-15 ST-2 5+45,49 346.96 342,88 24.5 LF 10' 0. 0886 340,71 4D092C .•. C\1 27 ,2, E.; 25 V „, .„,.. ,\ \ \ N. , OFFSET: 16.50 L 32 1 3 0 I 4+06.22 2.00' L OL" 28 (f) \ .,, \ \ , Checked Date , \ , .• (Na CB-16 ST-2 5+44.22 346.88 342,23 19.4 LF 10' 0. 0784 340.71 4D091C EC. / BC STA: ' 2+26. 15 E`.4 ' `,. 5+55. 12 ST-2 r .:K N 24 \\;\ \ 23 '.c,\ ' .,,- . \ , ..„ CB-17 ST-2 7+55,49 355,21 351 .92 24,5 LF 10' 0. 0849 349.84 4D095C , OFFSET: 1 4.00 L ..0.--.. 7 ' \ --.4.1 STA: 0+39.00 N ,..\ \'\' - 51 . REVISIONS ,,, CB-18 ST-2 7+52.24 355. 13 350.40 19.4 LF 10' 0. 0289 349.84 4D094C ki.H. N, #40083 L,-I,'9,71 1 B.C. ' 0+39.00 CI) ; 1 M.H. 13, #40090 co + \ \\ \ 13:1:11> • , \\\ \‘ A 7/1 1/95 SUBM I TTAL TO - i N CB-19 ST-2 9+56, 01 365.68 362, 19 23.70. 1025 359,76 4D099C 1 2+12.99 'ZOO' L 32015,50u OFFSET: 14.00 L 5+26.149 2.00' L AGENCIES ' 3+61.88 ST-7-2 .• 6+75.38, ST-2S: r. AERIE 50 \ CB-20 ST-2 9+56. 01 365.68 361 . 10 23.2 LF 10' 0. 0578 359.76 4D098C i ! . OFFSET: 1 4.00 R li , „. • ., . :4 5 / \ , . 3 7/18/95 SUBM I TTAL TO e,..i >- .\ ,- 1 , . ...4. r•,... . Q-ttr--- S IDE.WALI9es \ s \ / . . CITY c\i 34 .. . --,. . h 7"kt 0 0 - wit 0 i , Ap , i 0 ------71-,1 I 1 ... 0 i 1, . . 0- - r El . o 1 - ' o _ r_ • , .. ---t n ' g ' ... , •4 '4 ' -1 , - ... I =.- -.-...-N-i. . ... .....''' \ CO (0 .1 r,.. .. .... ahh [3... .__00._ -I,--, --. ----. '=..---- CENTERLINE CURVE DATA 0 C's-i 7...., 1 30'00'00 CO , rn ,t- • , 7 to \ .i. i \ . CURVE DELTA RADIUS TANGENT LENGTH \J-1 i..; a . - - ; • ' ' i ' 1*T i , „.. ..; , e ,•;..•/. , \ 4. k 4 AS-BUILTS ONLY v • b S T-2 \ \ ,. . E 71014'37n 400.00' 286.60' 497.37' - ci•-.. 0 ,'d cs, ' 4 MM. 15, #4D096 \ ,, STA: 3+72.22 X ... , M.N. 14, #4D09.3 Ir., 8+50.53 2.00 rT: \ ,'4.\) PROF( .., F ,': „, 1 / CURB RETURN DATA 0 ,.., . \ / .> OFFSET: 1 4.00 R i . 11+ :, /,. /. . f' I,-'.1: 1E •N ..). \ 47 \ , 0-F5( \ CURVE RADIUS LENGTH DELTA BC R 1/4 1/2 3/4 ECR 1,, \, \ / , / 36 38 39 ‘c STA: 2+32.08 c-. 1 25.00' 39.27' 90. 00'00' 338. 00 337,83 337.48 337. 00 336.44 . \ --- GC * / 2 25.00' 39.27' 90. 00'00' 341 .20 340, 16 339.00 338.25 338. 00 • > ' < OFFSET: 29.00 R . • i E.C. / B.C. • Il \ \ i , Z EXP. DATE: 06/30/98 /t„1, ./ „:...... ' 11 ..:1. r...• / // ,,,. , -' PER AS BUILT NOTE ON SHT 1 / ,41.01/45 . • ., - la+ k -•*". ....x-4%.• '. ST M.H. 10, #40082 1 STA 2+24.72 ST-2 = ., „... 4. . - " ,,..------- ,,,.>) f, • I STA 0+00.00 ST-2. I APPROX PATH LOCATION-..,...................4<„,,,4. ,....;:r, A„..----4 ......- - \ \ . . 60 ...... . ...„-..„....----P :). - -i..,.. .:*.....,:t ST M.H. 9, #40081 -- 4. „..... . _ ..... ' et: • -- ......4.-,.. •,..,..... " STA 1+03.05 ST-2 TRACT A ......, . ,...-- . .. ,-..x , 14%%Ni: ,Il 6-./.....t... -.0 . - Q. „.---•'-\---- • k.,..1....1.: ii...i...).: ..'c. ' ...14.)r.H. I ...............__ ____. rr. -...m.- •gr'' ,, STA 0+57.0 ST-2 41 APPROXIMATE LOCAT I ON o ..r.-_ N-•- OF SPR I NG 0 - c4 ., ......, ' , ... - - ''' ••. 121X6H TEE AND ---------7,- "..* .......r '''''',,,,- ' E4' 6" PVC PERF. PIPE - , ..,. •I _ r- ---------- .....1.r.VrA••'• '''' Crl .,.., I ,,:,.... 11,....,/ 0 __---A--------- ---------.-!, 2..".........__------ ( 1*1 t4.1 / ,-, ., . / - / / ..... . _. , ____ 1,2'' X I On TEE ./ ,' ---------7...-r-‘'rr•-- --- . - . ........„,m4.4,..-. -..._„•-..7...------- . _.--- STA 0+2744 ST-2 .` ./ _----------,------/-- ...-. . .. • • __....--- , , ------------4:-- .....7.r„.„....i..,,,,......-,-.....„.-------1..- _. .....____ 7.....................__________ :..i: ..4..:1, ................._ , , - .... ...._- , cg: --4-- ;::'-''''''''''' __-----s 71?E Er ST M.H. I„.45'078 c... NOTE: 10" GAS LINE ALIGNMENT IN GAARDE ST. __-----,-P„..,- --.001111C-41111111.1 Fi . 4%1 i STA 0+14-.05 ST-2 = k PER N.W. NATURAL GAS AS-BUILT INFORMATION. --------7v,,-----. , . .... ._. . . ___ _ ... STA 1+40.09 ST-1 _ „.„,..,7,- .-......, ' ---• , /,' }. „--------- o .., • ,b / / / •/ _1...1-- E1. ji T RA C B T NOT FIELD VERIFIED BY OTAK. EN -1111111• 1111M1111111111111•11111 ME Ell MIN 0 50 1 00 ''`i 17NLI ____---k-----------1------ . - °"• 1 - N j..••• . ... \;4______..::::::::,....im ,,w34k.,,,.. ____cz:tri= cjcict6..L.:iz:)cz:".t.::1,.c.6c:::T : ,,,::,...,._.„.._.34fo -ak...Pa.,:v...:-:.-e-::______-t:'•,--'''''cl.'"m_. -----"Ls' *"..Ls,7;,r. . -"------GAAR::12-g'-''''''''''''''..--------:-.--- -- i , . PV I iTA = 8+6Zpi 8 % „% '11 km CUL-DE-SAC DATA 0 PV I ELEV = 358.90 ol.D. = 6.51 I , CURVE RADIUS LENGTH DELTA A/BCR B/1/4 C/1/2 D/3/4 E/ECR F G H I K = 33. 79 El 340 3A 25. 00' 28.98' 66-25'19' 329.33 328.95 328.58 328.20 327.82 220.00' VC 1 .... 3 35. 00' 166.32' 272,15'50' 327.82 326.87 325.91 324.96 324. 13 324. 02 324.66 325.45 326.24 327. 09 C3 z %C it IZ) I 3B 25. 00' 11 .28' 25,50'31' 327. 09 -- 327 .33 -- 327,57 + LLI I- N c) (1) PI STA = 6+33.70 I ..--- (o lo - PV I ELEV = 352.50 N i - -. - N EX I ST. GROUN D AT C -- + pi 380 .,..5 ?...... I ; ! i Qt.11. ,-- .....-- - K = 26.60 ' N coN cb (.) %.1..) FINISHED GRADE AT 'IF" 5 I 010.00 I yc ct , - J. _. 1 F 1 N I SHED GRADE At 4.29% I 93.24 7.g 0'3' 1 I / , I 2 co ;7 . 1 i - c•.:, o EX I Str. GROUND IT C -\\, , -/ el 320 . v Ds N 320 N ca N irj A II 14-I co 10 tn fri r., / F. 1 2" i .z( 03 "i 4 n r'T• 0 / 6 L. 89 t• V to /137*I 0 °6 (fi °'C\I kJ Z 4- (04 * oe , c) I Ni- Nf- -.... 0 fri • C3 I-- eQ ., 1-- Li (r) I -- --;-''/1 CZ) 14 / o k(f) cj ci I4.1 'zK .:K 1--. + to V) (f) 1 .-------in U ---covn n . 360 , 'lc / / • '',L ......____ .,...-- . . . .... .. ..r. •/=, gt.„ -- I A 06 1 (ii c•fi (f) a& 86. NN I //741' R c\I Nz ij- - - 1 r...4 N. Fl N I SHED AT C ST. L I NE / / o FLN cr) 0) -4.. ''J k+. (:) N 0 -. N 0 0) F I N I SHED C GRADE _.-- -1-- - -- 2.35% = 4/2172 R c) `t. um!. cr). N ..zt • -: (s os ....... ------ A_.-- , •3• 1.00000000001101 S s N ,:t.(i) co /Q I- ,Lo ki i 0 p,0 % (ow) E'•4 --. cz) In -- _- -- (i) N.43; i•-•4 1(13 'V'tr)P1 1C1 Cg c.) NT tom)^-) L5 0 •.: N S X 0.) 1 ,o• ,c(f) • • 4 P ,.,, ., . ...... ...... .......... . c) . 17..4.v- 1 I ..- % 1 6 1 •5; i oi cy; +do z s .:,.,_ ,- 6. 11- 1 n 2,_ -co Iv•m• 'c' i .--- /54' c) I tri c7) OV)ec•-.....4 PIPE ANCHOR I 21' i' PDS •co .4-• izt- ..„.1 280 irstui wI, ...,to 1.._ / v 4-1, \ 35 SPACING (TYP) . - - 4.01 i 2 ri tnco In tn •.:c.. ,...,,, . ... . . . .. . ycl ..14 05 - c. • 1--.I---_-,--1.....--4....: - 0. (.1)(f)1I ( 5 L5 rz1C . to 4-.'.4-•z , 1-"N q I 0 c`I, c, T(ore).-.-p ..41 Em -c4 c),..... : •,:t.i. z , 1 N 14-.1 Li 1--1---- . k I /f\.• • , Lnk. 03 co '-',.!_ • • As= 11:s gar 44 1..., • 1..._, ,4 or) E4 -C:-'-----1:1- /1-. 110 0 A. u) Nt-.N N N 320 . c\I -- Cq. )NI . i--'xi 0(0 i4t,itz)Q,oi 1-.. . 320 .31 o ,.....,,, ST-2 S. W: AERIE DRIVE zir)oin,0 , 1 P 1 1..00z 6Y: - DATE: l ---/t3r/to OJ 260 , I ct • . F-1--F--------..-.4 .-: •••••••••------......-.. ... . •- . .. [ t..,i.....--.1-1-114.) _ . ..... .....,.. .... .... . . . .. -1:73 ru CO engineers cf) IZ I ilk el A planners La '4'(i) I • '' ST-2 i 6,4 1 (40 \ landscape architech Cr) 1 ! sumeyom --, •,C)",---N 04 Incorporat • d 'zt:oa(•1 ; i SCALES- . 1 " -= 50 HORZ. 17355 S.W. Boones Ferry Rood q '---. . . . .. . . ..... .. .. . . . 300 _ 300 Lake Oswego, Oregon 97035 I / 11 = 10 VERT (503)635-3616 FAX (503)635-5395 %•.t"C • '• r-- 1--1-.1----)4-Iii-1 N\\\\ !)) --, (i)(f)(I)Cr---:s!".• : LJ 1 i CD CI I 1 11 1__. CLASS "A" BACKF liLL CLASS "B" BACKF LL I 8 a.) = i ..- , I 1 1-- 1 I CIIASS JIB" BAKF I LL ' ' ' 1 I I I I 1 I c=. 1 1 ' u.) i Sheet No. L5439 D . 02 a, I i i cr, . 17401 0 ,27i700 37400 4 7400 5-74,00 6 7,00 77400 874'00 .9 7,0 0 10-A,00 ci I . . ! 1 . . i ; I 1 1 , Project No. . ;?0--- . , ,1 :$1 • . .,,c-4.. , _. __,...._ „ „ , _ _ 2 ___"...,..„....,.....,_4....-i.„' '''•' '' 6 +.4.1'r-, a o 2 4 6 . ... . ' I I I 1 1 . •' '''' I I . .•, _ - _-_ _ .... . ' . a_ . 1 • I I I I I I 1 1 JJ 8/23/95 •J^f -I•)%f �,' SIDEWALK \ CURB RETURN DATA 0 Da "'0 STA: 0+41. 11q ., i 6 SLRned 8/23/95ta % • OFFSET: 14.00 L ' r' CURVE RADIUS LENGTH DELTA BCR 1/4 1/2 3/4 ECR Drawn Data (76 b -.,,� 4 25. 00' 41 ,98 96, 12 07 381 ,51 382.40 382.70 382.55 382. 04 ,qAR 8/23/95 '( 4�i Checked Date I- _ _ /, , .�w-:` - - 96 12'07' 385 58 385 05 383 95 382 73 381 51 � O , ♦ ..,,..;. -�. . .r. ........ I - 00' 3 27' 9 00'00' 378,99 5 25 ;� �'•, / • STA: 0+4/. l�l :;M.H. 29, # 2.039 i 6 25. 9, 0, 377.96 376.44 375.44 375.86 �� �. r 7 OFFSET.• l 4 ADO R '�;. i 16+99.58 2.00 'i4 r STA: l 7+73. 79 REVISIONS 2\ •�/E C o M.H. 30, #3C040 'a 4+04. 16 ST-3 OFFSET' 22. 75 L 7 25. 00' 39 r 27' 90,00'00' 375.86 374.69 373.46 372.25 371 . 13 2.00 R STA: 17+54. 79 ; A 7-11-95 SUBMITTAL TO © >:' 0 5+89.87 ST-3 OFFSET. 14.00 L E.C. / B.C. AGENCIES °0 E.C. / I ;1 B 7-18-95 SUBMITTAL TO 12+33.64 BCR: /' % 8 ;' ; I I! CENTERLINE CURVE DATA 0 CITY , • , � 1 -'/STA: 1 I+47.05 1 2 11 C 8-23-95 SUBMITTAL TO 4; ; II ` �=- CURVE DELTA RADIUS TANGENT LENGTH CITY OFFSET: I4.00 L' nn . E.C. dy% a 'i V DRA INS PER Q`� ° 11 I I 45: • / T 3 0 50 00 E 7 I 14 37 400.00' 286.60 497.37 *' 6 li AERIE' DRIVE � } / , SHEE F 19°40'41 " 280.00 48.56 96. 17 - . -- I I _ 1 - - 1 - - i S1 =3 i J b c N I �; , a:_ a d °` ;; AS-BUILTS ONLY ,! 52 ,,� ; M �.. ...._..1 ... ..... o-__-..... -7 o NOTE ALL LATERALS FROM CATCH BASINS Ff -1.- CO. ! 1 -.._.-- . -__-----1-4 _ .' __... ._.. CATCH BASIN DATA n TO MANHOLES ARE PVC 3034 C� 10 ckz ,53 FR���y - f f 4i .i .7 cO X ,y _ - �• k :.,g_.d c��_: V''� ; _; CB LINE ST. STA TC IE OUT PIPE SLOPE INV. MH CITY # / (�! \ry �' ;� 14+82.86 BCR �715+66.86 ECR ,`� 9 , �; C 1 OSCB-27 ST-3 - 343.41 338.63 36,8 LF !0' 0 r 0052 338,44 3C 036C �,! 40.0#%S) ./ i Nil o r rr ° 1 ti GON 53 �, 30 0 o z; ; // �,TYP. j ; ij CB-28 ST-3 16+89.86 356.72 352.46 15. 0 LF 10' 0. 1287 350.53 3C038C v. 13, 1 OZ J / V i 17+54.79 BCR ti. '' I i ;! CB-29 ST-3 16+89,86 356.72 352.88 18,2 LF 10' 0, 1291 350,53 3C 037C (; .\ V SIDEWALK ' ��' �� J Q 54 Jr ; i l CB-30 ST-3 14+79,86 378.91 373.62 37.3 LF 10' 0. 1729 367, 17 3C041C GG W • �.; I 1+33.00 BCR? ; \``.\ { ! l 55 ' VI Iw,, 2 L=5.45' • �0' 5 ~ ��*s` j j !•; CB-35 ST-3 33+23.53 350.57 345.60 5. 0 LF 10' 1 .6940 337r 13 3C034C EXP. DATE 06/30/98 ��• \ % 5 6 ! 5 7 ° �- I U; , I' ; .\i'' I ' •i !` CB-36 ST-3 33+53.67 348.04 343.32 7 r 2 LF 10' 0. 0444 343. 00 3C032C PER AS-BUILT NOTE ON SHT 1 / h I Q U. 17+:18. 79 it 0 3' I 0 e �� ? I+33J00 ECR /. O, I , Q '` E.C. .C. M.H. 28 3C035 l 1 'i::1 EX. MANHOLE w o. i, 17+98.00 2.00 R1 ;•....,,,,,..„......) �o -r NO VEH/CULARACCESS 1 l 8096 ;� o _ 3+05.74 ST-3 PU E' 00 0+00.00 ST-3 h \ ' \ i`-�,•-�. o - � w NOvEHILAR ACCESS 2 o SEE SHEET 7 t _ • 0 71 ' - 1 0 0 urer_1� � 1- : , N DO �:_ : r � S. W. GAARDE STREET I SEE SHEET 7 J T s. 114 414%I 4b1C1,... %I ... ... • -- - ---- - ro i - - - i . , _ - 0 -;--:'....i••-- -•• -0-1.-.•.• ----. 21i L. I //'" 4....1 1,‘. 1„,\...,-..... I 1 , . _ ;:„, _ _ NOTE: 10" GAS LINE ALIGNMENT IN GAARDE ST. ;- - . ... --"a-----Th .‘.‘:,, lc PER N.W. NATURAL GAS AS-BUILT INFORMATION. ': `,, M.H. 27, #3C033 NOT FIELD VERIFIED BY OTAK. 0+91.08 sr-3 t*4 4%'ii.,,.,_ CE,,,.:).1 1:1,.ir 4 4 I CUL-DE-SAC DATA 0 . CURVE RADIUS LENGTH DELTA CURVE BA CURVE 8 CURVE 8B Cr) cZ) 8A 25. 00' 21 .58' 49-27'30' STA. 17+54.79 A/2 a, a b c d e f g h 1 .i k A/2 k, STA. 17+54.79 8 35. 00' 170.38' 278,55 00 349.52 348.40 348,40 349,52 4 r 7'30' TOP LEFT CURB 347.40 345.951 344.80 343.88 343.41 343.80 344.35 , 345. 10 346, 00 347 . 15 347,43 TOP RIGHT CURB o ?Iii 8B 25. 00 21 .58' 9 2 `j } i I I 1 i1 1:)'%%1 '441 km ij HP ELEV = 386.07 I HP STA - 12+93.92 !I CLASS I r w CLASS "A " BACK FILL . L CLASS „A " ..BACKFILL Ir rr I I PV l STA = 13+25 0 B _ { I PV 1: ELEV = 398.52 • �' I I BACKF'l • LL i , I A.D. = -20.24 W r�j i j i 1 i Q N t I 1 K = 24.7/ k%% P.... 1I („......5 r.,....'%'1 ; '500.00' V _........... 400 f . c oo o PV STA = 16+72.39 If N I i ; N N N PVI ELEV = 359.00 1 I O to to _ + � q.D. _ -0. 13 R f I , ; "' � \ ti ti w 00.00' VC! 1rYr�� j j 10 N tn O I I I ; I } _ _ N .PV 1 STA I - 18+00.39 . . �.... ..... . ... ........... . . • 380 0 380 _ co PV/ ELEV - 344.27 , ! , ! �' CY / I 1 4.1 II 1 I I FI N I SHEB IE GRADE f v A.D. = 9.38 I 1 C I U / 8 I ' ' I 1-- cc' 70.00' VC o� 1 W►. L-1. ! j �I 2Z O� 0j Z O •p ~ 8 >C 1 , w `�1Vj ` EX/ST GROUND A T �.-It' ! \/� 1 N I i I • ' -� j cn ±� ' icio n2 N In uycr :•• vr< (::) rc]i F., fg cif, 360 o -go i, ►- ,rn S ?„ , - nN win(3 } Wcnv w °' p Q' i r�co i �90 U triNI `n I jj �1 al ± o�ij i 1 t� co co I Q 08 SIN, Q i "O "� ' ! �1 O rg Q ��`In II I ' 4k co ` i , 1 I EX l S T. GROUN A T DF P l PE 11.14.11w1w N O Z v •98 !� tQ I .. .. .. F+'� w -` �2 - ..... o ; 1 - ! } I WSJ Aq s , mw- moo;;; • ice,, ! s -10 �C � U •I o . s.�, ! ! I !cz, © � 3.40 L~ U i I I i. Lf .... 2 ADS;N/2 9/,jp8 , O oo I L.F.. ( 1 1 N� qy � �►�►'� i S = 0.0066 � � ,q•S_N/2 1� I � Z` 1 i rn 0 t DAT • 12.-18-1{0 { i i z • Lo z ! ! i 3 f TT CD - 4..- Q enylne•rs . r A' 44 0 In 4 planners Cn I ' ' I tn N 0 QOj I ` 1". �'' ` `I� landscape °rcnHKh rn , ' N•• 14.1(0 t 7 ^O r')►') 1 ° `4►') ►) I I //.......... 17353 S.W. Rooms Ferry Road .r O ;_... ..__. .. ; Lri I ; O M ~ (�^ r N O .... f....... 0...- ...- •i _(sees / 3,20 Lake Oswego, Oregon 97035 320 1 i .... ......... ... sees. sees, .. . -._..,._.__. .- _ _ .. . . _ _ I. i :� O ;` O I CA L ES. I I 0 (503)635-3618 FAX (503)635-5395 1 ���= ; s.�3 �� i �Q�WW �Q� . l 0 ' VER T. I ! , ! I N"' ' v��-- I we i�w �' 1 I 9 1 1, 1 1 I i Sheet N i i ► ee o. 1 1 1 !al I I I 1 1 1 E • L5439 D . 02 • ro 107100 ' 117 00 i 1,2*00 13*00 14-/-00 15->*-00 16+00 17 -00 18+100 1 Project No. - 6/5 / _ _ • _ ...� _ , � _, ,_ . ,:. .. .__-_sees - -- - . .......... ..�.: ,_ sees. ...... -- -_-._.::-.. ....•--. ., �. •.,car .,..��.VIt" .:-:_ ... .•R.: sees.. _:.-_ ..,,... ._ sees.... .:,._ ..:::..�.. ... :. ... ... �...:�:_.: ._.-.-. _. - � {� •. ...:.... _sees.... .. sees.- .. .., sees .r,:.,. .. ,.sees: .. :.. .r.,..i. _.:�-.•sees .+..., .- ."..,_- .. .. .. - ..�.-..-_�. ._._...- _'-_ .♦},..� :: .y,.a ..n, .,. s.J... ., .-... _-.so-. as .., ♦ -+5,. .. ...,.. ,,,�_ ,i •¢.x. sees __ -.,- ::..v-. -+.. ..,.� .'r.., .. .,. �. .n�+Y.". ...e.r..W ___ -•{.y �'.,: -.-_ ... _....."� sees ., 4�__-�.-.:sees. Y .:-vim . _ ..... .� __ �.- � :^`•.r..._-z- sees _.u.r'+a.. ':�' .,. -:.+-_T ,. sees - /, . 1� . ',., •...,n.--.-r'w_..wT..w-n•N^.v 'r_.,.,, 9AT.Y'.'YJI', a{.r: ,I - .; sees �. ... Q 2 4 6 ,:1 - 8 10 ♦ i2 • 14 -, ., I 4 4 I .... 1 1 , I . I I _______ ___, SEE SHEET 9 JJ 7/18/95 ; Designed Date 4 , ...., /, \ \\ \-----' _ ,....:_. -...\,:,,..------ - SLR 7/18/95 -, •;, , .,,-2, .„.:-..-:-•-.:.2-- \ \•,..*•:" '''' SEE LEFT , \ ''/. - / ... Drawn Date S. W. .124THAVE s: MR 7/18/95 - _ --- •, .S) , 22 ., {.--- • Checked Date N," -c:4'.. \\ CD REVISIONS . \,,,--,{‘ \\ . k 1 i p.U. ' l'' 5,0 \ \ I MENT A 7-I 1-95 SUBM I TTAL TO i/ , i ' eASC AGENCIES M.H. 23, PC046 y 77-7 1-Li / O• / , ,,, ts" 1. r\ \ \ \ CONSTRUCT TURN AROUND PER 5.0' DETA 1 L ON SHEET 19. B 7-18-95 SUBM I TTAL TO \ \ 3+1 0.65 2.00' R .._ ' ' CO / , --0:.,.,,. ., N, c/TY 7+35.29 ST-2.2 .. . - /. i'. \\ 21 ; ii,..: 19 3+16 END IMPROVEMENTS I+35 END IMPROVEMENTS I, ,--, -o \ \ STANDARD STREET STANDARD STREET 1 1 < (V s.: . '..‘ \\ \ BARR I CADE W/"STREET TO BARR I CADE W/"STREET TO Q.1N11 , 1: cV n ^') 20 \\ I BE EXTENDED IN FUTURE" BE EXTENDED I N FUTURE" 5.0' - -1 -: ,1 ,, ' S'. Fr b :,- SIGN. SIGN. --aismill1--2111 -41110111K I 9 , ., ,; ,,, 41 : _ti,e,i,-,_, ;,. 1i' ll ,-- • + .4 \\ p-x- AS-BUILTS ONLY 01 . ' ---......,.....f.../Ar 4 NikL ' 28 L.F. A.C. BERM , ,..! 20 -----c-)./-- ) •/-' -;-- (i0-•- . - • Ar i i 4L Ave .. _ „ TOP OF BERM T tsic4. .1--- ' , -. - •- vos• 'e il ___ _ , .., EL. = TC EL. 4.4,, 10,538 /P (414.1 •! 1 ' - ' i V --.7, -------i- y %.•- -----111111111W ck. ,, % • . , • i i • • - ..- tv , 1 t% - • M.H. 23, 13C046 'X'•:=2; -,‘,41, ./4.1. .,i : EASEMENT•, _.----\ - -rec _----1,--- --- • ' 2 3+10.65 2.00' R ccoREGoN 5+67.41 ST-2.2 1 --,..:----:---1 ----.--- -0--1 ._i_. -1---A 4E0 . iosow 7+35.29 ST-2.2 1+21 ST-2.2 15 / 0 \r...\ I 4 __,--- 1----/- --:- S.0 *, _i ...._ n . -• 1 p VC •-• A 1 1 c.-, ; I ,, , 1 \ eGG ‘14 -7 r II IZA i i • : • !.., 50 r‘ 1 1:: 15' ST \2 2-\.__ ._ , '3 . r 22 \ , ) EXP. DATE: 06/30/08 •N I t- t t .-t *-- 1 4.-t- 5=-- • I -11 f" --- --\ \ , 72 L. • tl. ! , 2111 \ M.H. 24, #3C049 PER AS-BUILT NOTE ON SHT 1 ,., T 00 . k \ c.o. #3 --. tp-oo , , \ \ 3.40' R \.) 1E 355.0 •,,, ; t 7+98.24 ST-2.2 28 .', _ __ _.,_ 1 17 \ 26 . 25 24 \ 'r, 23 _._ ,. , 30 .,.., 29 28 27 ,., i i 0 S.D. SERV 10+15 \ ,-,1 C\i--Nr.„„ \ \ 18 t.N N \ \ \ , - t \ "!,.c:":1\11 C\ZE.mtn: 1 69/+:440.4H4...3,292352,s.7.03_0C2,0.5R20 \ • :; CONCN \ \ ,.,‘ . \ ''', I 1 \ 0 1 4 co , 4411 ED 0+02.00 '5.00' L i 0+00 ST-2.2 5+59.41 SITI-2 'Y. fr. A ERIE ' , . , . , i , + IN II C..) D \ •,. \ -•-/ ' co , 1-- ) -il ' ' .....•/jo - ' , 5 L.F. . " , ..............emeam ...........„...----‘, ‘, ..•,, '00 % , C.O. #2 i.u) i co i 1 1 ' 1_7_, _... i...„ -- , fr. co -- - i(Sp • _....„. Y, , 1 ! 1 -I -L.--; -- . \ 1% •- ------..--"-- SEE SHEET 9 I Lu T _______T 1 1 I I I I • NOTE: ALL LATERALS FROM CATCH BASINS (f) CENTERLINE CURVE DATA 0 CATCH BASIN DATA ri TO MANHOLES ARE PVC 3034 ! j CURVE DELTA RADIUS TANGENT LENGTH CB LINE ST. STA TC IE OUT PIPE SLOPE INV. MH CITY It Ir„ El-al I E 71014'37" 400.00' 286.60' 497.37' OSCB-14 ST-2.2 4+24.22 337,85 333.71 43,4 LF 10' 0. 0293 332.44 4D086C C14 ft.i) .el F 19040141 " 280.00' 48.56' 96. 17' OSCB-21 51-2,2 1+30, 00 337.54 333.71 11 . 0 LF 10' 0. 0555 333, 10 4D088C 39 i 40 41 42 43 44- 45 46 . 47 38 _IN amiloom11111 G 31°41 '00" 262.00' 74.34' 144.88' OSCB-22 ST-2.2 1+26.81 337.61 333.58 4, 0 LF 10' 0. 0600 333,34 4D089C OSCB-23 ST-2.2 3+13.96 343. 10 339.80 2.7 LF 10' 0, 0933 339,52 3C048C ..1 INN MIN i . 1 ' 0 50 1 00 OSCB-24 ST-2.2 3+13.96 343. 10 340. 14 11 .5LF 10' 0. 0330 339.76 3C047C CB-25 ST-2.2 1+25.61 369.35 SEE PROFILE ST-2.2.1 BELOW 358.72 3C052C CB-26 ST-2.2 1+25.61 369.35 364.20 24,2 LF 10' 0.2264 358.72 3C051C NI 1 . I i 1 1 , CLASS! "B" BACKF ILL , ..' i I 1 , PV I STA = 9-1-32 P V I ELEV - 3,82.76 o A.D. = - I Ot59 I i 1 ---= 50 ' hi'OR I Z . i i i SCALES: ,ifo N.N,_, liql••1 380 - - - - , 1 1 380 4'10 i 110 1 ! I I 1 ----:--• / 01 YE R T T.1 , 4.1 14j 1 ' N ..4 36.00 vc LP ELEV = 337.99 MP ELEV = 138.27 I Ci`l LP STA = +37.08 HP STA = 0 79. 10 CLASS1 v• ! 370 .. . .. __ ..q --PVI---STA-• -0+29-- - Jpvi STA - 1+35 370 • 100 1.• CLASS "A" BACKF1LL 44644 1 -._-- N tr) i •;t• el 4'00 --- n ; - p.•,°3 400 ..4 :qE 1 ,.,..r.,..._`•-''i c, II Li PV I cS 1 + - e•s4 ELEV = 337.86 FiV I ELEV = 339.00 1 BACKF I LL -it- 1.....,c (.) 44 ,si 14 j A.D.AD = 4.6 A.D. = -i I I 0 K = 6.46 r K = 22.50 im, ' ', ,...1 -- ••'• ,. o -- t•si i it N. to . t.0 + rn , + 12 2 30.00' VC ' s= 1 160.00' ti(C c\i Cdi.,eQ. (.• n CLASS "B" BACKF I LL ,--4 .ce vi . -(r) c 1. 1 If(J11--- - •tt-cz, 1 380 390 I 390 -1 , I 390 N• (f) ;x4 ICI Nt• 4) "*. 1 FUTURE t- (f) --clj CONST. (r) to 0 ! ci, PROPOSED (.) , kr) I I:. '• • , i . .. _ .. . . . CN 0) Oz) • N co 0.4 N -4 Oti 0) N LC) N N FIN'SHED ir) co 'sq. c-, 1 cz, + r•-•N. (1) N. ± t:! pi.: I LtCfg *i3-) 8 N t(\r)1 -3 579. EX I ST I NG GROUND AT C o v-roc")CQ IN d l' 14 EXISTING //,_ • , . 350 ..+- - -Fb-- _ 9? _ . .EX1 T.. . ---:- _Ii;lin i •so .-- 1 r'`) , t1) ‘T4 N,Oci PV I ELEV = f.332.77 N., 1",...‘, AT 1 (-1) (3 I•Ti 4.• i--) t•; 4,-,•,1 v•I In .i. r...) L6 1 c?fr) A.D. = 25 E-4 r41 N., 1 c NCO Li 1.4] N (1','?) 1,.., . 4-1 4 1 , 1 2f zsi '14 I.-4N '---1t.....e......A.Te....e.LT______:________„1--- FINISHED Li i '-^ '•,-J .t:I ii:: --- -1-/ ----__ 4________ - : -: __ I.in z 8 -1" F I N I SHED ti GRADE K = 1 Z96 C4 N 1-Z6 ii --- I- 4. LI Li 220.00' VC E'81 r 9 VI ti _ X el.) 340 - ,5•74. 1.d7x- .. -C- GRADE A i--...„..........- .:: , I" 310 370 s , 6.,,,ott., ..\),.1_(/) 0)., .ct. -: -.• 370 370 121.00 L.F. In , Cd N NENNIMmitilmillill"11111.111.11.111111111 1 --i,...;. . 37L00 '''' i` . : -g tri • C". 1 f:4 E'l °) - - 0 71-00 f-/-00 N CO Nr- ± te) FUTURE CONSTRUCT I ON Cs ..1.. .. . 330 10"2 1 PVC -.- ....... .... ....... cv o 360 Qi W c`l(1 12 ADS-NI2 CO C=1,,ICNI 00CC „•'.1 i S=0. 69 1-- 1.74C4 r,z9 cic\p--- 's:t•Nt• I Ni cti I-- 1 co v On 1-C\I (A Pe)Pn LI I ' AS 4k441111/04-.... (/) tu No-- •-:--: -sotf)rn--1 CL,ASS "A" BA&KFILL cis N nail I ° ' 45 ,Ss 14.1 rg 1-4 Exl c'o o I --. 320 siotoo6 , ...-i-Pdlzet F I N I SHED C GRADE BACKF I LL ,,,.,„'s• I . -I- ct 416++fr) z h's•-• •••••0 0.... 36'0- Loci 0 , ocon -c) .c • I•Lu CLASS o 3 c\i I ,,,• (2) (`5 41 :i. l`-s4 CZ) C4 1-.1--..--L-41144,1 Hes 0) 01(1 N • /.? 4*,r),, c...) 1-.1-1---- Li Li se.7-2.,2 - .- C;Of-'fr4i- INt4i cz,Oi:P., I EXISTING GROUND AT n S A : 44 p....1 i....4 >< , 1 sztsi 1- 40.-i:cozz . -350 oi•fr)-o 1,2:- Q 0,9 310 t4 r/i E-, 61 1 S. W. TALON LANE 'cC= Li 1---c•I '.- ---- --- Z 4,06., eiJ..._ i . N.., .F . . .. „T. ....., - - ----1--- 1414 ,L.., ..---"--- _.......----- - --- _ - --_,........ (f)(fp t:t--:--: 0)N 'it N • : .,t . --... cz,LI (\i c\i Zt•:.c;.1 14 - 6. _I-- ' ----___ _ ___ C)rs N C) 0 . co to --.! --- , 176.77 L.F. 12" ADS-N 1 2 S =-- 0.0026 nu) • • (..)I-. N to 6 - . •et I I .. . .. .. - . - i S :.-- .0134 4krt• `R-Z)i- 1.4)(,) • • •,,, I 840_......._ ...._. ....... _ id_ _ . , , ., mow sip_ .. ..cvNt10-) 4ti P:S'A' Lii I - o' 330 ro , v. •co .NO3e4V1 -I _._,..._ eogineors .....o co i cv°3 )--: 1-... in .(\4 •-ir i ....._ ______ I ______ _ , , .... . 0.... Lo I 1 immjg N o • c\I 0 cr,N1.1 41: +toZ N u) LI.: NI oi 1.. 0 I I ilr441, ' \ landscape architects 0') 0 c\l, oi d 0) Nfr)--.0 4t•-i•Vz surveyors : N 6 01--- tnn p.,..)co • c.)1--i N1.0 ,ft, Z ct Li 4.1 2 , Incorporated i•-, .1-L,(f) •iti-(,), ,...e) 1--1.---- co Z•g:c-z 4:04 eri 330 'F-t-N i ii;:,\;. N • I ..11 NI 14..t v)(I)Et•-•••-4 v? Lake Oswego, Oregon 97035 CD 65 I I • ---I -Cr) -.... . (Ni.PP 01 I-4! • fr) .C\I I (503)635-3618 FAX (503)635-5395 ,-, to(ci .1-i- .'-_,.I'P;) (\14ri 6 r-- I %-i-to Li Lu R'ztoln -1-iel-z --4 to fr)--:-.:oi N,N)-...0 ct. LI I I '12" ADS-N I z Z 1-ze,< • Z I BY: D• S I wsotr DATE: 12-18 RC., a, izic300;%1;:,.."rrcz.1 cz,ninnTio:,..),Nz.s., 437 52 L.F. I 4§k+tn ct -< ,... Li; 1--Nt-s-i ZNK1Z L414 Ls.1 i cD 1--1-----cv: ,, r) _ : I-0--1-- . . I4 --.0 CI, .57T-2 2 ci)(1) --co - coc4 -- cf) I 1 0 . , . . . . . . . ... _ .... -.- 1 Sheet No. i 51-00 . 21-00 I 3+00 1+00 I L5439 D . 02 AF. Ifi 1,21M AVENUE cy, . i -1--(f)(f)1-.. :-.144.2-4.:14j14-1(f) ; : 1 I 1 L3 I/1 0 0 2+00 3+00 41- 00 6' ,-00 671-1100 7+00 Project No. 2o - .1. ,r 2 • '.,. 2 4 ' 6 . ;4.l 8 , 10 .. )2 • 14 16 .. • , ,, . . I , . . I I 4 I I I I I I I I _ 1 1 NOTE: ALL LATERALS FROM CATCH BASINS JJ 8/24/95 CATCH BASIN DATA L TO MANHOLES ARE PVC 3034 Designed Date CB LINE ST, STA IC IE OUT PIPE SLOPE INV, MH CITY # SLR 8/24/95 OSCB-31 ST-3 1+43,00 375.20 370. 00 6,7 LF 10' 0, 1403 369.06 3C045C - Drawn Date CB-34 ST-3 29+33,75 388,51 384. 15 40.3 LF 10' 0, 1722 377.21 3C044C MR 8/24/95 Checked Date REVISIONS NOTE: 10" GAS LINE ALIGNMENT IN GAARDE ST. A 7/11 /95 SUBMITTAL TOAGENC I ES PER N.W. NATURAL GAS AS-BUILT INFORMATION. , NOT FIELD VERIFIED BY OTAK. B 7/18/95 SUBMITTAL TO C I TY , . SEE SHEET 7 SEE SHEET 9 C 8/24/95 SUBMITTAL TO , CITY ,4 I CONST. 4-4" & 3-2" CONDUITS D I 2/1 I/95 REVISED , - J PROF I LE OF I 2Ist I . UNDER THE SIDEWALK FOR PRIVATE UTILITIES I. I, SEE SHEET 7 5 6 PLUG & MARK ENDS 1 / -.. , , f.------- . ,. / i 4."1.t, ,td- ,,,, ‘ ..„...-,--.: .--- -- , -_... I AS-BUILTS ONLY COI 1 14-00 i i (/) / „ t' ! / (1 : ' I , OTE: FOR CATCH BAS I NS . 1 -- .:.-- 1 1 I , 1 ! *N. .-\,.---i' ;7* *7.C-.". -' -_, / M.H. 1 8 3+53.48 ST-2. I N 1+65.65 ST-2. 1 I 1 30 & 31 SEE SHEET 9 ''1 ; 7+61.go I.E. 328.4+/- -... --....L.,..r- , __ ,,.. REMOVE EXIST. C.B N fk-,,, , _,_ 10.538 'r '*•• ! I . . / I -- , \ ,.• -o•': ' 129 ,. i 00 I M.N. 31, #3C043 1 ' 0 I ' ' es' OVER EXIST 12" CSF\ REMO EXIST Q. ,2 ' 4a I i I i CNA f 41.. ! 1 ; 121 CSP. UNDER 17T. • . I ,,,„', !::' Y r• ' . it . -•REGON M.H. 1 7 1 .,`,.-.\ \,y,', / <fs-,k•Po .,,' 1 ,,A I .,§1: jr. 123RD 7'.E' . ' I - . 'q ' ' 1 - et / 1.1.1 1-- rl ‘• 13,N ,\C) (.3 / 0+83. 1 9 ST-2. I I , i' \ ,,4",, ,/ -4- • i , 1 itH 41,,,,. 1 ' ' • \ ct i. c.,.0, c, co 'recc \14c--' / LOT DRA ' vi 1.1 (si 1 I sm , IS'+' (/ N:t1s^.\ 34 //SEE DETA I L SHEET I 9 , `••'.,....141 1 , 1 1, , • 1, ; ci 1 2 1 . I . i 3, -eo (-) EXP. DA1E: 06/30/98 t,,,. 11111116.- -____ 41 z (,) PER AS-BUILT NOTE ON SHT 1 Di - _ Ci \\ \ --IA - -I- , i 1'''' , , , \ .1.-1-00 --- , \ 5' \'' ., 1 9., 0._ _oor 1___ _ , _ . 0 . [ M.H. 30, #3C040 - .:1. .. 2+00 co - - --- - - -:- 34.00 M.H. 10 H rr,51, 36 \\ \,, \ --I-----::// , : 1,-- - IA ) , !, , I+60.87 I 1.00' L ____4,..__ 41)1 1 _,,g..t8.9-.q.Z2,......;.T..7,%.3:,..?:.•_:.:..--_-,..- -I : 'Z % ', II\ ____________F__ 1 , i.,. 0+00 ST-2 •'-}, 0 \N1 / 1 , .'r, 7 , 2 1 . , 1 Cri I L• 1 81 i r` 1, 1 1 fl.. IF SLOPE OF LATERALS IS 1 . i • _, ' _ I . 14' . i 1 SS THAN 0.5% NOTIFY THE INEER PRIOR TO CONSTRUCTION ::) , 1 . , / 0 I • . VOTE: BOTH ''''S LOCATED WITHIN 121ST AVE .F. ..:- C ''•- . . ' •• ..I.- , ; , 0 I • ,_4 I ' 1 , 11111111111-211111K-1101.1.1°' RECON `UCTION AREA TO BE I I - , , , 2 ., , 1 . , STA 34+40.00 CL GAARDE= RELOCAT . BY OTHERS. DEVELOPER SEE SHEET 8 I ' ' : II II , __ , 1 Cri ., , ,. , STA 0+00.00 CL 121ST AVE TO COORDI, WITH PGE & ASSURE. N o 14, f \NNI cS1 IZI, SEE SHEET 7 SEE SHEET 9 , 6 T P J i ( .. il L ..11111111m. 1111111.0=1111111111•11•11 il ' 1,e,..i 0 50 1 00 i I I . . I i 1 i 1 1 CLASS "B" BACKF I LL 1J j I I 1 1 LP ELEV = 334.02 •ir., '' q i LP 1STA = 1+86.45 • . PO TA = 1 4 5 . . . . ... ... 1 1 1 I A.D 340 46 PVII ELEV = 33493 1 1 I 1 PVI STA = 0+45 A.D.. = 13. 19 I 1 1 . i ' I PVI ELEV = 383.43 52' V ' K = 14.41 i ri 1 1,, •1 1 I I A.D. = -7.43 LP ELEV = 374.86 1 90' VC • , I , 360 .. . CLASS I "A" BACKF 1 L i 1 f ii LP STA = 1+43.69 , 360 jr, . FINIS/41ED GRADE A I, CL kr) ' I c iu)I-4 4.1 144 50' VC PVI STA = 1 1 I , 1- caI1 CC PVI ELEV = 374.60 0 izz, N • ,- N- STREEr LIGHTING REVUIRED I1:3 .:K + •4•• oLo to 1 L c:, A.D. = 12. 19 0 cl.- 0 in No6 0(3) 1 v XIST GR. o -i-to co K i N 0 V AT LT. CURB c., " I N v.: K = 2. 1,3 Lu Q,0') -1-in N. us 340 ' 310 100 , +CO ---.1-1.L,I ,100 (i)"5-C cThc.) p tn IN (t 0 cz. (;) 0 In 26' VC ct 'cL(-) lo 14-1 t 7) I=C(.) 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(r) 4) COCO C) Inn (.) I --- is_ • 00 . 1.-)1-- c\I_...i-N- 4 -1) N (Ni 0 I N It) N(=I "kt.•tf)tri • (34:1 •V) N 0 N m- I-• 300 -2-.1 ,;„ 1.4. (3). (0 Nii Oil ri-N-C1 300 36'0 NI N 1•1'.N ' ,t 360 N ---C•I IN --- C,..2 1:2) -.. t CPLA.I(0 CD (.) ---0) Q.5 C5 r'l lz ‘ NOTICE: "d'•0 fr:)(,) I" N (0 , i 'l A rg 1/43'---cci, ;-,- 1 03-co(0 R OVE EXIST A.0 CONSTRUCT NEW BASE AND ASPHAL71 i,„(Ni c; ci) cocill * 1••(\i 1, GAS LINES TO BE •i-no z z 4,.., Ch I •In in In -.. ZNIn--..0, IP C:1 rn k • 7 .4 64 .41 .1-_----f RELOCATED LI I t•-) co co i-. k Cb I >< zSIlit11:14.1 Z Li I-- iz1-41,1>)Z2 LT4 l'"•1 • 1.'4 ++N z I, 1.....,-...14 ki 0 (f)Et • L'-i 1--1---- (1)(/)Et--: "-•---: Is.c\I Q.q.2.0 --- (I) 0 et I • •1.... -... . ._ -- -: i .. A. •.;K Z,....,.1 . .. . . E.-1 o o o ir: Q3 BY: .b. S‘%"•52tr DATE: 12-18-T. 280 i I i ,280 . . Tz, i ,57. W 1,23rd TERRACE S. W. 1.21st AVENUE planners (nip Alit e . ,, ,,‹ i PRIVATE AFTORif DRAIN I it; \ landscape architects AP) CD surveyor§ 01 1 cn Incorporat • d ST-2. 1 S.7'-3 ' 17355 S.W. Booms Ferry Rood --, I 44' i 1 . . . i Loki Oswego, Oregon 97035 I (503)635-3618 FAX (503)635-5395 I o ir3 I I SCALES I 1' -7--f 50 ' HORZ. . 1 1 , 1., I n --1 I 0 ' -VERT i --1 1 I 9 5 --I-I 9511 11 1 i 1 i 1 , 1 I 1 Sheet No. , 1 1 1 u9" 1 ; i I I i L5439 D . 0 2 . , 171-1Q0 2-ir00 1-'00 07z-00 171%00 i ,24-00 , 0+4.00 171-00 20 . 3-r-00 14-00 54-00 Project No. I , 1 , . . , 3-7 • • i , • /zo , .1 • ,-;,‘ 4...1 4,..i, , • _,_______ . ___ _.___•__ , .„_,,,_ ._____.... __, ______ __ _____ „.„..„,,r.,wo„...„. , ,,,,.. ___,, _ _ , ,__ _ _ oor..,4_4.7._ _____ _ ___,_ ,,,..,,,,,,,,,,,..„...;,,, _,,,__71.0(41;411,11,,,,,. .,,,.,,,, , . - v- 'al - 1 .. .. . .,. 1 .. ' 1 . . 16 2 4 " 6 8 0 1 2 4..4 " . ,,. . . , , . - , 1 ----r-------N - - 'N'T * _ - • . • • • ' I I I I I I I LA) 8/30/95 Designed Date SLR 8/30/95 • , • .......__ Drawn Date ‘':-.. ...'.':::,.,\:‘..,,,. `...,.......,1:1:::..."-_. MR 8/30/95 -. : I . '- . ... .... \_ ,. 0 - . "...' Checked Date ..• - REVISION A. 7-1 1-95 SUBM I TTAL TO AGENCIES CD 2. .40., _ _,•._. .-- -. . . - - •---77- ''': ''''.51' ' ' ‘s ...., . cK,(1, ' • - •. . •• . , . - ..• ., , B. 7-18-95 SUBM 1 TTAL TO •-• , - C I TY. • „ ,, s,. - •_ . v /-* . s .••,, ..---... i. • ' i . , , 2,,...,......., \ , 1 C. 8-30-95 REV TO SS ,. ._ .. . ,,... ____s. ,.:1 ;; :Jr;•, OM • _, ) z, .---(--- EXIST SA MH .., , r+ \ `, -. •......„. 2.. ..si 1 1.,, ..1 , ; . • - .. , . _ ___ \ , STA 1+02.23 ‘‘. '\7•- • .:s.... . N. , , ,. _ . __,_ -- _,...----„-- ...___,.. 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DATE: 06/30/98 SA MH #6 - - - •• . • ••...!-• 2--...*,;":::*-• . ..•.•:'...-''' --.- - -: ..-- -'-' '''.'•::••.1•.•.;;.,;. . PER AS-BUILT NOTE ON SHT 1 STA I+1.3.24 \\ i '1/4', '1, --... _-. STA 8+02,98 OSA--r" \ .,. SA m„.....H c...\ ' •, 1 , \ ,..._ ___---- tk . - -Z. Y i \ „,-----.1---------2. SA MH #5 , \,, , , • ----- -... . • #8 ._ .. . , ---,_(,, . - . , . .. , STA 6+70.35 - .----;• •:'.:''''•..••..••••_.10*-•••.".'..:::::illiiiiiiiiiii.'•"' _ _ - , - - _ 2"Z'4 . ' • - - __-- - --7. ..... .. ... *. ! `..:,:. 3-----;,. •.::-1-;tg.t.3'.- '.i... ilii..::: ::'...... -..:_. ,, . . _ . - ---;.1:40: __ . 0: •-1--- - ., - .1. ,.. . .. . i ..... STA 14+412. . . 14 -z., • - .--• - el;Ini ---.... . co to - .1 ___-• ....:_--- -•-•--•:- .-r--',,- - •-----• . • • •_-* ,-,-1--1-14. .-.F7'•;**.**•*.•••••;••••.,:l'•.;' :,p,i:,,:r. • • . --.- • ... .._ _ .. . t::,\.' • \ il- --- i. ••••• .•-- ,, ..., , " - ' '-it,t0iagliNgi g 141 I'll-_ .--:- . • - - --T_L_____._.__.__-.---__ --xt.. (5).4s,•- %so -•••-• ,, ,.._sx N 4 - - 0-kir .. .. . ....gt. - ._ - -....::::-.6,,_ -.... ,0 + N. .. _ ....-.:-.7.-.,-..-:..•.•..• -... •.••..•...c.........-.;---:. . . . --:•• . - , . _ --,„ N -- -- ---- ------ - .. . - ---• -• . . . . . - --- ----* -. X .,.,. -.-•• CA,,\ % N X ..,--- "*-- -:,•-.. •'•:",-- - - ....... ...... , . . •. • c..) r......,1:: ---- --- ---: ---- -3-A MH #7 _ _ - . •-• - _ vingeoll \ $1 • \ + , ,, • < •••.• .* ••. - ..t'•: .: -• •• -• ---•:.'7.-7;:-.• ...-:-•::-.••••• 4.. ..-.•-..-;:;..... .•,. -----:- - ---- 1, _ , ....„ --- STA 10+89.47 ' - - , -. f--- ‘, ,, -tt• , • ', ..=.-7 , ...-----.%.:-.••••••;•••••••••.• . . •.•--,.._;.. -:,...*•-•-.:..;.--. - - , _ _ ---- / i - _ , z • i CONC (-., , m , ‹... .. ..7-4'....,...._;:...,. .._ ., z ., , i\ ,..... ..i,.... \--- i . SA MH --..., - I' ."'"•. ----- ---- ,,,,‘. N kr) ,, 1 ••••.. ...' , . .•- ,„ ,..., J____ - --=-1^7-(0---1,_., , \ 0 + 4 TEE 8c,PLU t• , '-250 -- .. STA 2+,35 • ' ' • , •,, .. _ -7 t,-}- cla (TYP 1 C412).'-..., \ --' _ • • •, IN 40' TEMPORARY CONSTRUCTION EASEMENT \so 250 --, -, , EL/:--DRNEWAY N \‘....„.....,../ 4, /0 1 WIDE /. 3 WATER , ...- \ i \: ri i '4 r......_6•41 - 4' OF 8" PVC TO WEST .12" THICK , • C.-J METERS •SLOPE =, 0.0040 CRUSHED ROFK .-..0110-11"11Lr---1111111° -"1/4.1r..„ I . ''\ ‘ , / CAP END \ , ,I ' ?.1 2% -- ..-- 15' SEWER EASEMENT 6.41 •....) •,\ i EDGE OF PAVEMENT • ,.__2 ..:•:•:•:-:„.........,,,,...„...,...,ts.........._...„........:,...•••,::: :L.'".L.. c„, 44 Qt L.r) • i /I ..:.i::],i..i.i.:.i.:ii.. ......f.:1:a.:.i::** C'NJ Mal NM IMIIIMiiiiiiii CXD . CO MN NM NM k, SS MH 0 50 1 00 in .7..- . E-E ..-....i I , . „. EXIST GROUND. .,. N. T.S. 1 ..1 1 i . 1 .. . ..1 1 , • 1 I Cr) 4I 1 I i I i 1 I SCALE.. 1" = 50 HORIZ. 1 i 1" = 70 VERT. ii i 1 i 1 i DAM: (Z-18 1 _ ..... . _. _ . . ., "A" r4 CL "B" L. BACKF I LL W/95gi COMPACT I ON CL. "Al BACKF I LL W/90% COMPACT/ON .T.., ' BACKF1LL PER,1 AASHTO T-199 0 _ . el i ,-1 I 1 HP ELEI, = 2;48.75 W . OSA.-1 U i 1 HP STA = 6+51.63 c) i Pyl STA --r-• 6+11,32.95 i ..••••. . .. . i 280 1 I .:"•.VI ELEV = 249.08 I I P14 STA = 9+.48.80 1 1....., A.D. = -4.124 PVI ELEV = 245.73 LP Eir.EV = 2,38.44 .....„1- PVI TA = .3+67. 1 ELEV = 4446 PM . K = 18.87 ;A.D. = -2. 14 C4 N PVI 'LEI/ = 243.ii6 A.D. = 1.99 , LP STA = 1 1+88. 17 - A.D. = -2.57 1 K == 25.68 • 80' VC . ' K = 46.83 PVI StA = 1 1+66.14 1 ---, I -. 2 270 ---------..................-.. 1 K = „38.89 1 00' VC [ PVI ELEV = 237.98 270 ':::::1 1:4 q '`q• ! 50' le i Z 4 1 low VC , . 1 1.....i 44 PROPOSED GROUND A.b. = 4.55 K = 21.97 N 44 at to 0) In 0) In to = cz • oz) Ni • OVER C/L SEWER cz, :4 c3) st-3 1100' VC 4 ;14 ;-c-i. c\i'''t (\i K 0) N °O N- i 1 CO In . 1 ' °lc '11- -1- cNi QS (45 0 I r:11 0 T-- kr) cc) -f-• i 1 .... .... .._ _...................... ........... ......... ..... ,• ••N f( 1 . 4.... Ct) . N ka . . . . ... N., 00 ....C.-) '4- . . .. 26'0 r•xl c4 1 1---• In oi (3 ! + N 06 • I 4 ilcS EXISTING GROUND 1 03 N 4: r•-, sz) C.) f- (NI I , ,..: i v- '1 4' C) 0 cQ OVER IC/L SEWER . ...... ";K N 0) + V , c, ci us co it c..4 N 1 4 C.) 4 '" LLJ 0 C.) i "' c); QS (c• ..... 1.....1 rl.. In , 1..-. t-.., ,it + in ,-. cos 41 rg 1.-A 4.1 zsi F I LL- M IN. 3' COVER ... 1 250 cn eiz . _A .,..._„... .... . ca .c (.) 1 Q5 (5 r•A A 3. 1% - • 0 rs, ! (/) I A F I LL- M I N. 31 COVER ' k (.5 -3.27z, MM... i•••••1 • 11/...1 I /420 _•.- --........'".'..477.1. . .... ........ r'IZI C4 C4 64 240 ._............................i................._......... • . 210 6.4 - - • . . .... .. ..-- ..„--- i_ .1...--.. I 86.52 L.F '1 ° 11' 0 S = 0.0041 8"A'VC 1111-1 i 286.49 L.F. S =-- 0.004 1 8 'PVC ,35 1.75 L.F. 4 ! 'w•l CCIV... 1 8"PVC , . I i 274.05 L.r. s = 0.003,3 8"P VC , S 0.0043 I 25.00 L.F. a, 230 1--ir _ ._ _ ._ _ ............. ........... • 166.00 L.F. S = 0.0040 8"Pi VC,t k...,c?..i.u.14 1 S =-- 0.0040 •-•-•••,) ., . . . . . .. . ... . cri . . . . . . . . . ...1 0)0) F (cs • 230 .. . 01 (C) t7 i 1 a ro -----___....... .i________,.1 28.00! LF. i • • (r) fr)tr) ...-, 1...... ,-..., ' ,,• engineers 0)0) Nt•N e'r I ;17) Nt:Zr1 N 8" PVC 1 m-N t•C)in . . CNi N itiri ' 4' up 6 cS 0) in rn i 14i Ni c\i N i.b N cN I-- t j (40 N,,,, landscape architects 01 i 1.0 1 LT 1 0) tnte) 0) inn n cn 1- P.')fr) N in N N N 0)sr ..,...NI-,*Z surveyors Ntr)C\lCNI C\i NNNN •0 %+C) I. Incorporated <-, S=0.0/54 ! Ni4-)NN , kr)-- kc)QS c;') .Nt•z ' ro 1 N N V-V- i 0)"":sil 1 <1-Lri ti) CO Cli I-- C)N •4„,-••••str--.p 17355 S.W. Boones Ferry Rood cri 220 t i 4h1-0i 1-... ...... +,,tz I -i-,4-z -I-.to N---(2) 2,20 Lake Oswego, Oregon 97035 -1-11') . . .. . . z 03N.,....... 0 ZLLIL11 • 00e:1(`-:"-: i cri ai _j cri 0i c\iN-...c2, tr)(\/.-..0 (503)635-3616 FAX (503)635-5395 Cci 1 In N N Nt• CN N 1 No)--NN cs.icoNN I , • • (i)(/)k•-•:--: r- CD--••N c\1 t4) 1 •C L.,•,i,I Q1--..1--------- i - 14.1 Li 'V----- . . (r)(f)CC- .-: ay..,1-4.41-14 Li ! *CZ'US 1--. 4t.---r< 1-- ! 0(01 --4-: 0 0f. ------ (10ct--:--:. --: i i 1 -1-fr)Z ttnZ I ! 12 , , , • . I , I I 1 Sheet No. 673 I I ! I • cr) 0, I , • ! 6174019 317400 ••;174 00 . L579 D . , 127,-1 00 13 -00 14-1700 57L-00 46s4-' 00 774-00 871e-00 9-7-00 , 10-7-00 11*00I . 6/5 J2/ 7 ,- 12 Project No. ___ . i;i ‘Ii1/1 . ••14!.,. - , . . • • / 2 4 6 54••• a , io .. l t * 1 4 16 \\,.. \3,.. ,, \,, ., _ ts.r. .„ ,... ,, ...___ .......,...„, , _. _ __._. . i r , ,, ,,,..„,,‘ ......„: ,.. .,. ,. ._ . .., ./:/ / 7241111111111111nlio III 1 ... . ,... ai I I I I . . 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CD .4 TOP OF CL 200 ,J, I.L.J I 03 \ _ . o • o • ‘ .• 226.0 EX) I \ EL 2110, RIP-RAP . -• • . ----,.. • . •••••••••--- - / / .*, ' \ ' \ ' ''••- •• --' '!••• 280--• .• • *IN \ • -. us• .- \ I.E. \ 1 \ k , \ .. ..... ssAT Ai t mi 9+i 71 21 5#7-4o 4 4.7- '...,„... ,..2.% \j/ • . .. . . -. _ , •• •,„., • - • . 2 . •••• ••-• --"‘•--,....... -- ....%,-'"• -•_ ",, ' ---..--....--- --••••.-:----•-4- - ..., ,/ ry/ • , k.....„..../.. • , •.... . . • 9 5 . a // 97 LF 42" CAP \ ' 228.50 , . . ... - - , ...., . • .- --- S= 0.0258 I.E. „ . 260 -, ----....„.• • - -..-,..•;,_:-......... --.: • . :, ,. ...--- ...--.'' ., ... r....,..,_ , ....3 _.....- ---' , \ kA--k-) ..... . , ... ..., / •/ . . . .' ) SECT/ON F-F 8" STUBS W & S . ....• . . . . . ••• 1 _.--, ....--- .........,.....:.---- ----. ,l_c30 • • - ,/ // -- • .• . . -- -R4P-PAP -- \ • , . ..• • •. , •_ _.. • ..• ... . _---•----.... 42" CULVERT UNDER MA I NTENANCE ROAD ... . . . .. . k , , • ........,...,..-.f....; - - .. . • ,...-- 265y:-..„ -.;// \ 11:A - ' ".7 \• \•• . ‘.. • --- • . • -- t ' , \•, ,\\ .S, • . ... 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V)(1) --:---: BY: D. a c.t5 at,- DATE: l2-18.9(0 1 3 1 ..:ci-_-_. - I a.) V)V)Ct '.1:0 . . . ' I Sheet No. ! 42"1STORM cr) I I cr) I 1 rn 16711-00 17174-00 1871-00 1971-00 207z-00 217z-00 227L00 -q- 237L00 2,71-00 26771-00 26iii-00 27171-00 28-/-00 .297-1510 1 pLro5iet4 ct 3No9. D . 02 LI 1 i I • /31 . _ .. . ....._ 1 ..-ir.- .1,144 , f.• ••• 14., te i 1 ' !°.ii 4 . - ft) ft.1 i _.....:-..-. , - . ,-- .r.7,...7., •N'':7 rn'.'.,••:-..,......1 ,..4.....7:^,.........m'a a ._ _______ ,_.,*,,..7.,,., Aprot,.. - 0,,..7...._......_._. .._,...L.••.,....,.::.:.. ..,.,•' ,Z,..,_..,,.._.._,,.„...„ ..,,..„,.......,,,,,,,,,..„.„.4 7.., ,...........44„4,4 .., 1,,4.. ‘ , '.""..* 7 •• . a , ' . .1 kl.lt • • 1 4 16 ' 0 2 4 6 8 10 a. 12 ir ' --n' '• • ..., • , lig. . ...1. r i ... . ... -. i . ' . I . t I I ' , . I I . _ SEE Sr-IT 15 . i .... I, imo.H4:922.61,7#49%o5;R 1 :1 , 'E. H N5. ,, , ------,5EE f. EEt I - \, ! tIpl 1C`Q i ,,, it? --, 1 JJ 7/18/95 I • 4, 53 op 1. Designed Date M.H. 18, #4.0054 F.H. ASSEMBLY .1 1 35+94.09 S -1 = 2 1 ......„ SLR 7/18/95 8" MJ x 2" I PT CAPiIN 4" MJ x 2" IPT CAP M.H. 17# 4D053 7+84.72 5.00' R 7+90.55 I ..1.41 •< , 0+00_SA'=1;•.3 .- -,,,,,,, T. • .1 . . Drawn Date STRADDLE BLOCK W/2" B.O. M.H. 16, #40052 STRADDLE BLOCK W/2" B.O. ASSEMBLY IN CONCRETE TRAFFIC BOX 4+88.49 5.00' R • ,32+80.35 SA-1 Ir;IN .; , . - A,.._.,.. ,s-„, ,\ i .... 8"x8"x8c-MJ TEE II ilre, 7/18/95 I Checked Date ASSEMBLY I N CONC. TRAFF I C BOX 2+20.26 5.00' R BEHIND CURB/SIDEWALK --- 29+84. 1 1 SA-1 I'-I , .... !,.. ./ . & THRUST BLOCK , 12" IN FRONT OF CURB 27+15.88 SA-1 „ ,/ 11+98.51 8' L 6;11 ; __ , . '''.- " . ER ... rl ......,. ./ ...,/ • 1 I 11/ ...../ REVISIONS - 1 . • A. 7/1 I/95 SUB 1 TTAL TO ... -,.:.<-..- - , ,..-.-.).--_•: . . • ,--- - \--I ,%.. ; - __ --- 4,5) /4)/4) 52 8, ' . --, // , . AGENCIES ----\ ' alt.;. V E 2 2 .\. / cli .. 1•'`,.-- 1 INSTALL F.H. ASSEMBLY , --- . \ .,.,, • 1 Ni- 3+72.22 . t CITY ,..„. 0 \ 1 p ' cz ' , • 0 . . ,,/, ,,,K0 ,c; ////' , 1 28 27 \ \ - \ 3 3 32 31 . , 3 0 29 26 , \ , . ,_ (1) „ _A*. „ ..5,-, \\„,\ «• 51 .... // ci; , Qks-i. fr. AERIE 11.1,/,,,,,,../' 'Ar- \ , N , 431" tt \ \ VCS . 6)5' +1 N co I • 0 it) iff ..... i CO \ J TEE .„. j°3 44 i CO 44 2 25 242.5' \ ', \ ,\ , ox \ \ \''47. <N NY// , +I z N 41 i I:X•.) „ • % • ir0+5° \ ‘ \ \ <\ AND THR T 'BLOCK \\ min to m N N 90 LO 11.1 II i or, , ". . 26+26.25 :16' L _.-------- \ • <5` / ‘,..,.::' ,.... AS-BUILTS ONLY \ 763+70 al N Ni• N Nt.ID CO ct (*.' 0) N 11.1 !0 N Lij 10 ct• I r -ct7).iii N c1."IN t 41 "17J% i • 6 \ -- 1 -- ,„, , ,, , N PO c\,1 In- cy ti Ili Cii \ N In-- "ZO In PO 111 . I \,'41 P R ore- N\55 s I , i '/ ... , .74c, \ 5 0 \\\\. \\\\ \\2% , 1 ._ -- -1::1 . .;------ \ -• • - \ 246:5! /0 \ ,.. \ I.> fk. ..b. 26+72\ (.-.., ,_, : 1- . (.--, - .. MIIIIIIIIIMI .... .• MOW' -,,,. Nsi , , \ ,,.. / ; 10,538 IP F.H.\\A SSEMBLY -/r//‘/\ : 34 50 \hsidgi ","' ,-- , --- -- - -- ----- • - - - - - - -.:.-- -- - -..4“ AllEIMid °3 11111111 ,.` t - -- - • - .;-- .-'-:------ , - -1.' - - -- .• \ Ah .., • c,,,/ 1 • \ ... . igEGON _ 1 on_____ at --------- - % '.tj) 2,3+2426 I M.H. 15, #40051 -----_____ " _XL. \ t-Ccv JO \er's .)..1, d'4 , _.,...._ . -r i \ca c-A 0 \-N- \ \\ 131 • , 1,) • 1 csj vo 25+67. 12 SA-1 } ‘ .fr) ot •st• ',-,:t• ,,v,-., M.H. 20, ,f4D056 .... i 0,,p, cp.\ : 44 i N1' i i.4 •}4 \ N c(1 49 ...- *C- O ii - .14111 •-_ N 4Nt• t4 ---: ci 4 0:i 1- '.,(6 +1 "3 4.1 !, c0 +I tri OP ', in , ,.,,,, co 1,, J-1.... m 1"-- m •N 111 i I 1,141 s --, WI .1 n EXP. DATE: 06/30/98 ,0) ct•,,, -I-- it'l t\i N Lii ,N N tt \ PER AS-BUILT NOTE ON SHT 1 :) ,) <v., ><,., / / 1 IN t\I- SA-1 ,r",L4 1 ; g-i mi , ...4. 1u 1.;•. --'4-iu 48 ..,X4 '0* , // t 1E 31(04 1 47 : I , \,.. \ •.*, i x ,\ 36 37 38 39 40 ' 41 42 43 44 ! 45 46 „. . ,,,7, ---,' , , ,.( . .0 .1nw SEE SHEET 15 / / Q \ \*•,.. ‘ . / . •, \ ,> , C.O. \s \ ,, 1 7 ------- , 1 M.H. 14, #4D050 .:'• _I ex8"x8" MJ, TEE AND THRUST BLOCK : M.H. 19, #400.5' \ ..----''"- -; ./,..,,,,77i*C -- , .. I / ' , .,' 84-.67.90 9.02' R \ - , 24+05. 12 SA-1 = //// 4+19.22 33+67.67 SA-1 = k , <---.-- 59 u , 2.3+69.5,3 OSA-1 J , 1 , -7 0" NOTE: 1 0" GAS LINE ALIGNMENT IN GAARDE ST. ., -- -- -. ', _. /41\. '4- PER N.W. NATURAL GAS AS-BUILT INFORMATION. -- I . <<•,,_01‹. ...--_- -------- \ ' \ . . • • - , *- <\ -P 1 I NOT FIELD VERIFIED BY OTAK. 1 -- ___----------------.:--.----- .,,.. .- \ , I.) \ .... . t , 6 0 , ,-.,..,..‘ - 1 EE 71 / "ZI , RDE STIR _ ........______.--------- -- \ . -• ___------_ \ ------ 1 --- 6-)i);' • I S. W. ______----____- \ -- _ e‹<-- __,------z..- . . _ . ..._--------- _____- ______-- 1 CZ1..4 7 j _ - ___-----_-- __-- ..- __- ____ {$.,, , ,._-----__--- __-- -.. -__.------- - _ ___ ______ _--- _ ____ „ , ____-_-_-----_ _:-.--- _ __---- , , - 0 50 100 I El , , __. .-- _---- 1 / / ,,,,, . .____, NOTE: ALL SANITARY LATERAL IE'S _ . -- - WERE CALCULATED TO THE NEAREST .5' FROM _ AS:31111T INFO ON T1V FLANS I ' I , , 1 I . ! CLASS '.'B'':-----------'B--"--ACKFI-L-L----"--- -------' .1---------- . 360 i : i i 360 1 0(f) } I I [ I CLASS "A" BACKFILL 'Cr) -Nov. •-N I o . . *- .,. %•. ...i:11 Q..,4 I AT SS fc\I ,- - , I EXIST. GROUND N 00(0 ---- _, -- 6* .li I "-- -1-tli - ---- 1 cI- .--- 350 350 N'4) Z 1 ••:K 1 ----..------- ' 400 . 1-----. --- ] - -- cz ! to.tc F I N I SHED GRADE AT C SS -- , Cs1 i I 1 0 .------"- M-CO 0 Ili NI ----'-'---'---- 340 340 1 1 os,Lc) . er 1 --%t 14-1 ------ 400 - 1 Loco a. ...... ..0.•..; 414N N --'----- S = 0.0105 8" PVC------ 296.24 L.F. pVC 330 19 -01 i 1 'zi 330 I : --- I Z N N EXIST. GROUND AT C SS e - 9 vi 390 ....., N s _ (06 (N i- V CI3 -•.:*0)0 CO PI N N + • 1-- (1(r)cc • , in in 4'1 -In -+- N .----- 1 Ilerfc 0 in „.-- 03 / If' c.) 4-1 E'.1 Rii cia _ . 6 i 320 ... . .. . I 268.23 z 0 -.... 320 FINISHED GRADE A T C SS (r) ct 1 /V $ 380 4 4 Lc, 4.; oiti k <L) / _ pVC to I cN -I- N w 04 I I V) cK NI. (0 l•r)cC 0 (I) In rn ---- r4) N 4 W I o to 0 •Z 0.0672 2 ic) zzi 'tic) NJ- N tO Z ct •- cC 310 i 8 76 L' N N 370 40.41 IZI. Li 370 r.14 0 r,., i /21. • . -. --- in in ,d cNI ••••• + ,...) I/ ,f.. ri r.v12 IA.'54 to ") . • C.5 z znn ..--- . 4 0 -- ct cC cL/-- 08 1-1-1 LT4 iq /9 rzlil C:$ 1 ...---- / : . ct l•-•'-- U...2__ --- 0. ct• 'V 4-1 • 1 t(144 17)) 14-i Li . . 360 qC N cri (4 mi Li N 300 • Ac) N 8" ? oi o) 360 ..:4 - ii• p.)`° Q 5 C5 rzl lz . //ce " _ -- - --. 1-- l`• 1 A 1-. z '71 64 C.5 Nt- c\I / i z i 0 --- 290 A) 350 S ' OvC 2 Pr; a" r Li 14 to to E--c . Z c•i N Cjp i` 6) i-- 1 (f) i 0 ' 280 310 87.32 L.F. 8" PVC Li LLI 34'0 . _ . . . _ 296.24 L.F. ra ....0,...n. (,) 1 5 = 0.0105 0' ei '.< plonnors ; , / ra ,, \,.. londscap• orchltscb 1 Qt SA-1 s .-_ 0.0;105 SA-.1 cn 8" PVC 0) •St• surnyont 14-) CP Incorporat • d Ln 270 i . N N IL kl) n 17355 S.W. Booms Ferry Rood Lc) N Lake Oswego, Oregon 97035 Ca c=:, ANCHOR WALL AT 35' SPACING C4(e. " tel 1 AZ= Dip glig3 (503)635-3618 FAX (503)635-5395 Ca I 1 fr) in 11 in in 1 Z 1 r-- --, ' L E. OUT 262.75 I . o i I.E. IN SE 262.95 IS Lt.i Li Li , I BY: rb< Siktyr) DATE.: f2-18-ck, - 14 . , iq LLI 1 I 1 1 1 • Sheet No. ! I 1 I 1 i 1 i I I I i , , i1 L5439 D . 02 I, ; , , ,.. zsfi-1 oo 1 261-koo . . ; 30'17,-00 31*00 32*0 0 33-IL 00 34v-00 35,-/L 00 I 36171-00 3 074-0.. Project No. o • _ _.... „,...-- • -14••v1 ,,, ...........„.• ,.,,,„4-. . . .._. _ _____ •__ -- ', --,-,-----_-..„- ,..r, _,, _,... ----- -- - -, - - -z, -• . 7. - - ----„,, 45,4 I . .,.., „.. , .., ".•• 2 4 6 ...4 - 8 10 .. i 2 I 4 • I 6 y. • 1 S E SHE T lll4 / JJ 8/23/95 �S`- / Designed Date / / / / / ,' I ' MH l 9, #40055 / SLR 8/23/95 '' �' 8+67 90 9.02' R r // Drawn Date 2 �„ / AAR 8/23/95 �, ry2 O / Checked Date �, . ,i , 4 / ��j• fin' / REVISIONS V O`O�rr� / A 7/I I/95 SUBMITTAL TO I, ,► i �r `�� . / AGENCIES 8 x8 x6 MJ TEE, / i AND 8" GATE VLVE '�" MH 23, •40060 B 7/18/95 SUBMITTAL TO �I ' I / 0,� / 0+88.02 SA-1.2 AND THRUST BLOCK , !� 1 ' O'O 23+24.6/ /' C I T Y i �, 1 X�•lit' ' !� 8/23/95 SUBMITTAL TO � , •„- ", I ;` / / O Fys p, CITY v1 ��� `. ,i 48 ) F . % �, 23 MH 24 FLAT TOP 1: ' i �, '0' N ` • v; AS ONLY Ili • i�! ,,,' 60 •I ' __ ; , �4S��-o /, Q •�C� 3 30 7 40 7.50' L ,• •4• j 7 �� 2+93.75 SA-1.2 QED PROF,/ , / Y t 1 I . 1.; •• / . 0.0 b• c, /' ,�� 2)4 r_' 4 I l22 ~ \1f' OQ \/ \ s,),„ /''EREGON �'/ /•' >8�>s'9 i I MH 21, #4D057 \ ,. .- -.. I ._...... 1 10+92.67 9.0 ;- `• •. 19 8 MJ x 2 IPT CAP �Cvk 1�,�� �� \. ,' I , 1� 1 A-1.3 t 4 �F F.S 1 0+00 S 40 STRADDLE BLOCK W/2 B.O. GG W I 50 ,� 35+94.09 SA I = ASSEMBLY /N CONG TRAFFIC BOX ` �'? _ :. , BEHIND CURB/SIDEWALK � I � ' / EXP. DATE: 06/30/98 i i'' ;;.MH 29, #4D058 I , O 1 i - /�'8 20 h PER AS-BUILT NOTE ON SHT 1 ' ,,j (24+ 12.22 67.56' R K ;+ `3/ - wo`O 1 • �' 1 3 � • / ' /;: 2+43.53 SA-1.3 ''= ) I 1 A�� , I I 2 , Lp� t Olk NiN,' `i. ' TEMP C.0. 6� / \ TI 4-1- `�`° ' o A v L �► 0 �- '6�, �'j ,#4D059 // . • / 5' • I 7 5 1 9.3.1.41 o /24 th xs s �,� /.� o, 8 pip ® �,�x , 8" SEWER LINE PLUGGED .' / iS 1 ' ems___1..o MH'25, #3C052� AT PROPERTY L INE .. /,' F.y O- \ / ;\ 0, 2+20.79 8.46 L f ) 1::::::1 ..,,..._7.H 4......._1 4.1%*•1 / F :.59 1 \ \ `x 3+78.41 SA- 1. ' :. gyp' z�� 1 � - 0 Co... \�,• 4; :� � 7 • \ I �� \ \ 8"x8"x8" MJ YEE�:. \' ! AND THRUST obk\ NOTE: ALL SANITARY LATERAL IE'S . %i, 5� \ WERE CALCULATED TO-THE NEAREST .5' � ) ki , , \ , N. FROM AS-BUILT INFO ON THE PLANS u mil ", \ � F.H. ASSEMBLY � ". �:.:\ H 26, 3C05; ` ' 12+33.64 \ ::\ , I+l0.74 0.00 L 0 50 00 \. \\ \ 5 \ I ` 4+86,4 I SA-1.2 SEE SHEET l 6 SEE SHEET 16 �1 r.7 Co-) N::q I I I 1 I \\/.\\\ NOTE: 10" GAS LINE ALIGNMENT IN GAARDE ST. i PER N.W. NATURAL GAS AS-BUILT INFORMATION. NOT FIELD VERIFIED BY OTAK. ' 1 IL"M"...1 41I'Z:q C....1.4 I f ',, n "A " ; i I I CLASS "A " BACKFILL i CLASS B BACKFILL CLASS A BACKFI LL I , I I , I i I _ , N i I1 O VJ O I ! I ! III I I I BOO I 100 N tow) ._GROUND AT q PIPE in �� . . i . L ... W �... I i I 01 i � N � �O o f �O ' Q fJEXIST FINISHED GRADE 390 APPROX. �OCA T l ON Q ti� _ AT � PIPE oo) ' Cs l 0" GAS LINE ! - """ % tor; 390 VER-1 FY--L-OCA'T I-ON...BEFORE ... I = o j CLASS± N ! w CONSTRUC ION ! _V `;, CLASS r_, i ; \ ; „BI, CLASS' „A„ BACKFI LL I „B„ j 1 Q I ! w ,`�; ! BACKFILI. i Q >C a• ai BACKFI LL c°jp i..... 380 I s. W ^ I ok 8"PVC i- cV_. n I 0 . i 380 A i ' 128.29 L. 243 5 I N I I _ M I ® `4 nt z `3 L.F. - ( � I N I �o �y � U (J � S = .0389 0o S - •0303 w o Q to j z L v ,o z PROPOSED FINISH GRADE AT P l PE v ! ti PG 370 PLUG END AT ooi__ '-__.. .. , N �� . . _ N ,.... ..... . ; ;. j i 370 PROPERTY...L._INE_...... . Ir _, w r\ N :o"� +I� 3 EX/ST. GROUND ATPIPE I %/ ('� W o ! j n Q';� o"' o o z +� ' / i I Ito 1 I I, I i Q �C A i • 360 • Q I w. wW � � Lc) I I W I � � \ d ^d i �1 A � � i �- N O) i V.09' ►7 i I i `dy 4-1 I ; , 61 350 Nr. _ \ ` - j1 VC I CEO P Lr j i I I M' 205 73 LF 8" 4.6 0q S5 340 88 02 LF 8" PVC , - : .... . _. sopl n PVC � 0 340 s- 0.o o N I Mi .. planners sc,`° I ; 058 I ticslandscape architects I . S= 0.0058 ,� II)d :VSSCNIII = V �t wrv.gon to ; Ct in = O I � � I I i Inoorporat • d Q' i ! i IZ I ' A gill r 330 11355 S.W. Boors Ferry Road f` _ it II I i 0 Lake Oswego, Oregon 91035 tcP) j 503 15-3618 FAX 503 635-5395 .41: ..............._........._....._..._..._.._.._.._......-......._........_..._...... II SA 1 2 I _ c330 a; , c 2 C �_; ; Z 2 V r p Li �I i j co v ? In • 4i �i I : I f BY: D. 3: ,7 DATE: f Z-I>,�-9� 3201:3 1 _ 320. i Sheet No. i i i 1 L5439 D . 02 Of00 1 -00 zf00 3-f00 �f00 5 -00 1 Project No. I rr) 4- 00 300 zf00 >f00 Of00 I I 5 )5/ _ . . 72o- . zk.u......:..:x.....e.:»•:.u"zu.w.,.'lS_..,l..a.._. w..u......._...__.._c.:r.:_.:.4. ...-- :., ,,,,........ ..,....,.:,... • ._�..... , _ . ..._. • iv.- _ I _.,..: , ...,-......?„-„ ,....._,__,.......:.....„,„„..._, „.. .... ._ .. _......_. _ _ ____ ,..._.„,..r.........„. I ___ _ . _ _ _ ,,,.. .........., ,,...., .,._,.. , a it ll . . ;t:!!t I8 I. 14 ~` . I • I I I 1 1 I 4. I I ... r, n _..,. .-. -9 I , , I I I I I I I I I . . . 22 e h JJ 8/23/95 0 . \ Designed 8 23 95 to SLR / / Drawn Date ~�.. AAR 8/23/95 '1 N /111 `� I Checked Date REV SIONS ~ 21 �/� 16 A. 7/1 I/951 SUBMIT. TO W \ �� -� AGENCIES _ \ ,, f4 B. UBM I T. TO SEE PROFILE ' c;y ,p 6� �� -- __ _ ON-THIS SHEET -- 7C/I Y 95 S , _ _ __ T / , 1 _ Li �� TEMP, C.0. / / C. CITY 8/23/95 SUBMIT. TO %„ / // , D. 12/19/95 REVISE WATER M,H. 32 ^ii / I N GAARDE ST. \ M.H. 33 /8+03.6/ 5.00' L pp 4 / / ' 13+57.77 4.07' L r! 14 ? 13 , 2 , 1 2+79.95 SA-2 r U\��' �'// //•� I AS-BUILTS ONLY 7+25.43 SA 2 , S. W o I I o o o o , 5 �/ / ' i AERIE' t „ DRIVE' �+ IA t41 . N ++ ,frS ����.D PROFFsf +I j N N of. ef% - ' s in. til - t�tz- ra �N 0 , / / 1 S� GI N O 38F M.H,,'34 \ �' � � N '' co N w�i N � of.- \N-N ►tj +N -- / 10.538 4v SA-2 , I I 4-97.64 8.93' L \ <_., "8+85.43 S • ' i• __ __ ` REGON :: INNINIIIAT , 14:401.95 ' Aq . - ayi 1 _ • MN I . cf. . 52 w ,�A o I!, ..1 - . •■ 6 . I� IIIM .. .� ' 7' cc W �:� cp' .. -- �" _ -- -- _ :•- �, EXP. DATE: 06/30/98 53 w`h% �� ^h t`?' O \ PER AS—BUILT NOTE ON SHT 1 `� X n ►� it ^q; tl o co t� : I EXIST 6 WATER m r. ai N- ` i4o 8" MJ 45° BEND/ I •w �- M "��! +1 ^ ( ; ,�1, ii o `�+ EXIST 24" WATER tr) 54 `n` w M ►� a! !� \ ' EXIST 12" WATER 1 \ j' AND THRUST B4'OCK 55 ��, ,_o„ ! + M �- °' 56 57 so M LI. � � P �8 GATE VALVE q 7.0 SEME 5' W .\\ 8 X8 x8 MJ TEE 5 P �� AND THRUST/BLOCK AARD STE 4 q oo 26+18.88 o NOTE: 10 GAS LINE ALIGNMENT IN G E �5�;� �``_w- h ti 1 PER N.W. NATURAL GAS AS-BUILT INFORMATION. 3�x. I�6 5 3�� I .141 N _ NOT FIELD VERIFIED BY OTAK. 3 0 \ � NOTE: ALL SANITARY LATERAL IE'S S — --- ------- � � 8" GATE VALVE 1�° \ `'. \ WERE CALCULATED TO THE NEAREST .5 e ---- ^ _ 0 8" GATE VALVEo — -- — ----- _ _ \ \ FROM AS-BUILT INFO ON THE PLANS i� 1 N 8" DIP - - o - 6" GATE VALVE o I _L. -�� E -- _--0 PO .. ;)1 .t. ►� " _,,�.5.1J2_-- nL -- r. '� ;S ; .r'tyC 1 i , In S. W. GAARDE' STREET --_-- -- -_ - - , to ,.%>,':i- •;;< to a — --- tr)-— 41q . -- 8" PE X 6" MJ REDUCER �.r'� =� - 29+50 810 LA VAULT w/ M.H. 3/ q C-41-) 8" MJ TEE 8"x8"x8" MJ CROSS 8/0-T42C-OFFSET TOP SECT ION 33+63.59 l9.09 R M.H. 30 '' -- -- -- 30"X 6" MANHOLE FRAME & COVER, FLANGE DOWN AND THRUST BLOCK • 0+54.80 SA-2 34+17.37 /8.0 R `'� Q 50 100 GALV. LADDER w/ ALUM. PULL-UP EXTENSION. 29+97.46 2" PVC VAULT DRAIN 0+00 SA-2 EXIST 8 SAN. SEWER ! CONNECTED /N TO MH :t �, 2" PVC SCH. 40 DRA IN TO STORM MANHOLE ® 12/st. , t I ! ! , I " " I ' I , f I CLASS B BACKF LL CLASS "A" � CLASS "B" I � j !- BACKFILL BACKFILL ! 100 t N ki goo . . ... .............. .. z I.._ ... I Q 1 ! I ! OHO — i— �N- 11 -- -1�03 tn . 390 I � � 'Q� I I (4�k � � TIN/SHED C GRADE I N I � ! �i f4 i ' '� EX/ST. GROUND A T � � 38D f I 160 L.F.1 I 8"PVC !.. ! 380 I s = 0.0040 370in t i, Pe, _ o i I - \ o N 370 EX l ST. GROUND AT P 1 PE E oCO 2 ' I �\ - In�� ; I I A� � N ` ! - o � N + I FINISHED GRADE 0 PIPE C za 36'0 , } i ! �o w v�� �' °'Q� � � 9 i o V Z W I� i ( •09> =NQ� FINISHED 'GRA .�- ! I o� mac;) i c\I Po ±I O ' �'' ~ I i o �Q�� OVER PIPE t ., 0 O Q ti� ! O� Q� _ ; �._ _. 350 W (4o I I Q 350 f I ! . II - W ! I i ! .� o w I I ! _ .. — — 77-7-Emp C.0• . lair; 44 09 1.-4 c14 ^I W ..................- ....W..._ ; I o 136.89 L.F. 5=0.0040 j 8" PVC/, V w A 340 I } 225 /5 L.F. S = 0.0050 8"P:VC 54 8 0 i A c f ! t 8",c /c 0 } T•� o O I I o I !to P.5 S , C k ti I I co co I )8 I.. 330 I ; r j h . — 2 i o I I I ... N N >c •I — o w — . w I I ! 1' • to in N N ei —.G. 320 ! I i ,. 320 I.. I ..� °' engineers ro SCALES: / �= 50 HORZ. I W ? o ! �l �: landscape .uryn«r, E I n c o r p o rat • d 10 I IVOrli I 111 = / 01 VERT. I ki !CI — w Booms F Rood 355 s. .! iAsc,x-wilLT 17 e►r1'al I i I.. ! Lake Oswego. Oregon 97035 cp f m 310 {........... . . i ......._.... ... ... .. . ..... . .. ! i .. ! ! 3�� .. E j (503)635-3618 FAX (503)635-5395 ! I i ! 1 • ! I I I I C E i ! . I I I E BY: lam, i�- 1-- DATE: f2-18 f E ! j 16 I I i , 1 i ! j , l 1 I I i ! E ! Sheet No. jI 1 L.. !I 1 L5439 D . 02 ! , i Project No.- m I 00 800 7+00 � �t , iU ,(/J/{NUJ 1626— - rr c44110 ill h . - =�:. , , I t I I I I I I I I . i11 JJ 7/18/95 Designed Date SLR 7/18/95 Drawn Date MR 7/18/95 Checked Date REVISIONS A 7/11/95 SUBMITTAL TO AGENCIES B 7/18/95 SUBMITTAL TO CITY • ,r • E %%1 [.;:r" r •N % N ♦ o 21-0" 12" 2" BRASS AMER I CAN MADE, AWWA APPROVED > ••'• ` "i\• �\.\•' , .\' BEHIND BACK OF CURB, AND/OR GATE VALVE. WITH 2" BRASS PLUG (HAND TIGHT) r.;: BEHIND BACK OF SIDEWALK / OUTSIDE OF PAVEMENT IN PAVEMENT TRENCH WIDTH 't ii!= PAVEMENT AS REQUIRED • ",'�:' .' PROVIDE 1'-6" SQ. CONCRETE OR 24" ROUND CAST IRON �. • :�. 1 2 BLOCK BY BY 4" THICK I TOP SECTION WITH THE a =0 .' 01 • -0 Q�►�". YELLOW - ? WORD "WATER" CAST IN irr !II %j✓i•Ii•2•/i✓rCONCRETE AD,PAINT �►�- CONCRETE " z , , %. IF SPECIFIED TOP SURFACE ;.I._ P'9 •I 3" OR TRAFFIC BOX s RODDING ` - / / / I N FRONT ` % ��Q.��� •' , . /�`/I1/ /// I G I LESS �. A\:��:�...•,.x.x���..�_. rr`rr�rr�r�rr`r`r��`r OF CURB ^1 .I• : / I GROUND Li 1 I I ;:.:`.':•; e°°� •°°° LINE \y FINISH GRA 4`'i• - -=-=___-=-- ��r-y� HAND TAMP ° �p \� \� ,, _ f•: +:;'...c;,AI- IIIIIIIIIIIIIII '^ BACKFILL AROUND O°0°0 \A •••) %..,,.,.)r..., /^ /. i � aa TOP SECTION p ,1 " O.� �Iv'�- i 3000 PSI SECTION t\y 0 2 °COPPER ij`/1`.V V.4•,4 -- COMPRESSIVE STRENGT �# COVER DRAIN ROCK /\\� ,1 90 ELL SEE NOTE 1 6" MIN. CONC. THRUST BLOCK WITH TAR PAPER " FLG. x M.J. %\< SAND BED TO 16" MAX CAGAON I NST UNDISTURBED \11 • \\ •. BEFORE BACKF I LL GATE VALVE •\/ 'I TOP OF COPPER . , EARTH-BEARING AREA TIE RODS WHEN MI® 8" O.D. 12 GAUGE STEEL PIPE /'••�' ' REQUIRED, AS PER . :i`�' / 1 VALVE BOX,\ " OWVV\ .: ' .`�•:' `•���������`V I EXTENSION SECTION. OR AS ON BOTH SIDES OF PIPE • , %\ - 1 I 2"-3 OF C VER AND � 2 COPPER PIPE ��/�!��� �� �'`;` •'' !�\�/' • APPROVEDPThtED T}IE DISTRCT �� MANUFACTURERS :�.:. :'••., i I/2 3/4 n \ K-HARD .... .... .,,,:� ;.;�,!r; EXTENSION •i• \ � .-1.•%.e. ..��� •RETAINER GLAND ENGINEER. NGTH AS RQUIR �����j�y��.S:*•��Q�� '; • •• • �- RECOMMENDATIONS .,4, • .,«• DRAIN ROCK �• r� p ^�/✓/'�/✓/�%' ' • / • 4.,"+*,".� -_ �,.�A; MJ x 2 IPT 4,-0" N) L• rG✓�✓�/r• • • AROUND BASE PLUG CAP PLUG OR i:t, 4:1 FOR DRAINAGE - .;.:,%:, / f ..1q • r ;• •.�. / MAX. MIN. �� - NrA:'. (� � _ - ��': el \/ �l •' '.. OTHERLU • TOP VI EW /soi:''�•''; I� -- Ll'iit:',..*1_ �i� CUL-DE-SAC • APPLICATION: " - 1 %%%%4 RE'l . « \ \ fi • Z /.\i\ .� ..\.�\i�\i\/\\ \\/\�\^�\i\ /\/\//\/��/\/� 10" - GATE VALVE 4"X 8"X I6" • CONC. BLOCK 6"MJ x MJ (LENGTH VARIES) BEHIND BACK OF CURB AND/ ,. //��� ��� )�: - o HOLDING SPOOL OR AS MAIN WITH M.J. x OR BACK OF SIDEWALK -��^ • • • • !+•`, ;,• • ,•., . N NOTES: APPROVED BY DISTRICT ENGINEER 6" FLG. TEE E PLAN FOR ON RETAINER GLAN° •*•`�e`W'V'�r�r7 ' DITCH LINE. CZ*4:) Z MAIN SIZE) PAVEMENT TJ x 2" I PT 2'-0" 18 4'-0" I. MINIMUM MA!N-TO-HYDRANT PIPE SIZE IS 6". - �"�"�'•�''•' "^�"�'�'�:`-' "+ PLUG OR 2. HYDRANTS TO BE MODERN MUELLER CEN 10ON, A-442, Mil ;. PL x " IPT , MIN. 1 IN_ MAX. 6 MJ, 5 I/4 MVO, 3 PORT - TWO 2 1_/2' NST HOSECONNECTION AND ONE 4I/2" NST PUMPER, 1 1/2" PENTAGON CONCRETE "I ,: PLUG CAP PLAN OPERATING NUT, OPEN LEFT WIT THE FOLLOWING SPEC I F I CATIONS: METER BOX ,••s• " `. ill A. 0 IL RESERVOIR ••• 2 BRASS AMER I CAN MADE, B. BRONZE ACTUATING NUT .. AWWA APPROVED GATE VALVE �. N C. BRONZE SEAT RING WITH 2" BRASS PLUG (HAND TIGHT ,,.,•• -;; D. WEATHER i I ELD CAP .. �C w E. SAFETY SLEEVE COUPLING �'::;?• _, _ ;', '-9,'';•`R, `�'2" M I PT (tr.. _ Q F, THREADED NOZZLES WITH "0"-RINGS '��•' .,, 1, ADAPTER W 1 T G. NAT IONAL STANDARD THREADS " ��� •' "LF 2" COPPER NOTES: 3. SAFETY CHAINS TO BE REMOVED, ELL ER \e ••?O'.!�/ , I/'YvI'"•e•'.' :'. m- 6E PIPE AND 90° 1. OPERATING NUT OR EXTENSION SHALL BE A !A!w!�::IJ�1 OF 24" 4, HYDRANTS TO BE PAINTED USING R-13I 7 SAFETY YELLOW /0; •.: •�•ELL BELOW FINISHED GRADE. OR AN ALTERNATE APPROVED BY DISTRICT FIRE MARSHAL. SAND BED TO // W 5. HYDRANT TO BE INSTALLED PLUMB. TOP OF COPPER /•• I• ��O�//.#'/'^' ONCRETE 2. VALVE TYPE, SIZE AND ENDS AS SPECIFIED OR SHOWN ON PLANS. p.,' BE PROVIDED.6. IF SUBJECT TO VEHICLE DAMAGE PROTECTIVE POST TO K-H RD COPPER PIPE END OF STREET APPL I CAT I ON BLOCK 0 Y .00 � FL 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 105 OR AS APPROVED BY THE DISTRICT ENGINEER. NOTE: CAN BE PLUMBED WITH GALV. PIPE IF TEMPORARY B.O. STANDARD FIRE HYDRANT DETAL STANDARD BLOW OFF ASSEMBLIES GATE VALVE AND VALVE BOX DETAIL STRADDLE BLOCK DETAIL ti DETAIL NO. 101 DETAL NO. 102 DETAIL NO. 105 DETAIL NO. 104 h N. J w61 � N 0 q TWO LAYERS OF 90 FELT MATERIAL PLUGGED CROSS PLUG ORCAP p AROUND LID IN CONCRETE AREAS 7' ;<,;t,.,, . . ` ; "v a (3/4" PRESSURE)E REGULATOR W- an PEI iw -w nor I ��� 0 Q A W ILK NS(SERIES 600" I "'_::. 11F °' ' MIN. 3 A C IN 2 LIFTS V Q I"4, r.W BADGER METER o ^�1 CONCRETE METER BOX I" SCREENED TEE TANK VENT @EC{Q PLUGGED CROSS IEE STREET AREAS I OUT OF STREET AREAS rg 0) ONE REQU I RED I 6" FOR EACH METER SIDEWALK CURB I" x 1'-0" GALV. NIPPLE M ' EXISTING c Cn SAW CUT , r, I� '�1 ' ti x.�.:1: -k_ IN GALV, UNION (LENGTH VARIES gg��� +mir i - - j%�%• 1=�I�II- r, O � � �'� .. '�� PAVEMENT `tee I� ��°F? 2' OF 3/4" 0' ..• RESURFAd`G•• ••/ / =1T=11�II. "dl • 44 11111, :,;y; I" x 3" GAIV. NIPPLE I" GALV. 90° EL °�•• "� ' ° ' o"°',o° %�j/ III - q N ISINIMIll1" 90° GALV. STREET EL- � CONCRETE THRUST @LOCK SCHEDU� oo e° a °o° a o o ° °°°e o 00 0 0 10' (BEARING AREA OF THRUST BLACKS IN SOUARE FEET) °o o° °°° ,�%j�/ ' 1 r--:4; O N ,.�mUla ..i.1�� ` '• METER BOX WITH LID - - - - - -C - - �� .- 1141 L.z4N'n r».i:: �• . FITTING TFF, Mf1fE, 90° REND TEE PLUGGED ON • 22 12° I I I 4' ° o o °e / 3/4 ANGLE METER STOP .,�i,\�4\�0��4\�G��G��4\��i� i ��G`�4�4�6��4 ( sIZE PLUG OR OR RUN BEND 6 6 0 // _ _ r �''II'```" COMPRESS I ON x METER TREADS ( ) CLASS B /��//" �i�i�����i\�ii� ���G G� I NCFES CAP CRC AI � B� BE1J BEN ° 1=11 I!I I II-MUELLER H-14258 I VAL-MAT 1 C C.A.R.V. o CLASS B ° / CLASS A 11=1I- VWq " - �:: rr I- OL3 01,9 025 01.9 01.3 - - 1- MIN. 12 � 20 EQUAL I� :; - � 04 0 BACKFlLL CUSTOMER RAD 1 SERVICE LINE Z 12" METER BOX EXTENSION I I 06 02.8 04.0 06.7 04.0 021 01.3 - 2" - 0" 0 0 �•// . E41 �1 ► UISERVICE LINE gI" COPPER TUBINGIF t 08 05.I 07,I 10107.I03 902001.3r. • °e :0:: %j/�I ,.. r^K-SOFT o - °°• I 10 07.9 I I.2 15.7 11.2 06.1 Q3.2 01.6 ° •° °o ^ /� �16" TICK PEA GRAVEL I" COPPER FLAIR Sr II " I"x 6" BRASS NIPPLE 64 OR 3 4"-0 DRAIN ROCK \ 1211.3 16.0 227 IQ o oae o4s o2 3 3/4" - o' e o �� �� I II 61 I GRANULAR BACKFILL •° ° /�� 1=II=11- O �.7. '4 15.3 21.7 30.7 21.7 11.9 06.1 03.I o 0 0 / 11=11=11 1 MUELLER H-15460 I� �1���+0 ®:, ° I ° 0 ° //� 1=II11= C0 FLEXIBLE COPPER �:.- °� °s • °... .. 1 0p••0 1 BRASS 90 ELL PLACEMENT OF F 1 RE • ° ° ° _ $'b ; �' ;•�o:.'�o HYDRANTS OVERRIDE le 20.0 2a4 o _ 25.4 16.5 oe o 04.0 0•:6 o ° ° ,/7/. 11.1 - > TUBING, SIZE VARIES. • ���•.� I" C.G. X M.I,P.T. 101 os• A oP:« s ° ° /// . 1=11 ONE PIECE OR SILVER 22 I 2° �7.'' U •••;, , ' .: ; �•• •.• '� p N PLACEMENT OF VALVES. 18 25.3 38.0 50.7 36.0 19.5 10.1 05.1 " / �/ MUELLER H-9996 ,o•••.•.••°•• I x 3 BRASS NIPPLE FIRE HYDRANTS MUST SOLDERED JOINTS _ ��, I n ',•• S „ I" BRASS COUPLING OF PLACED CURB ARC. 20 31.3 44.4 627 44.4 24.1 125 06.3 • ° • °' 3 4" CORPORATION ST •"�% 4"x 8"x 1 D TYPICAL PLACEMENT OF VALVES. •• D • . . 1_ «wIn°«" / ' WIT CONCRETE 6" 24 45.3 64.0 90.7 64.0 34.9 18.I 0S.1 s ••, ••••' it • ••••;,-- -,, I AWWA TAPER THREAD WATER MAIN PLACE VALVES AT THE TANGENT ABOVE BEARING AREAS BASED ON TEST PRESSURE OF I50 P.S.I. AND AN II II r co INLET AND COMPRESSION N PEA GRAVEL OF -.•{E CURB ARC. 7' IN FRONT ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. 0 I • •• •° • s co WATER MA I I COMPRESS I ON x F.1.P.T- I THICK, MIN. 1N `•°' P' planners FITTING OUTLET OF FACE OF CURB AND/OR 10' TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL + I , 1 ri I. °yrs landscape orchllkh CURB STOP MUELLER H-15172 I ... _I FROM CENTER LINE OF OAD BEARING c:1 ESSES USE THE FOLLOWING EQUATION: co MUELLER H 5008 rn BEARING AREA = NEST PRESSURE/150) x (I 500/SOIL BEARING STRESS) x (TABLE VALUE) surveyors cn PIF'EBASE Inc orpo rated `� NOTE: FOR INFORMATION ONLY. T I GARD WATER DISTRICT (TWD) INSTALLS NOTES: I7355 S.W. Boons ferry Rood c\l COPPER SERVICES AND METERS. TWD WILL PROVIDE PRESSURE REGULATORS FOR 5 8" x 3 4" AND I" METERS IF REQUIRES. VALVE: co / / I. VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA I. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BACKFILIN STKE 0 1 2. KEEP CONCRETE CLEAR OF JO I NT AND ACCESSORIES Lake Oswego, Oregon 97035 TYPE K SOFT COPPER SERVICE - ONE METER FOR EACH SERVICE 2. VALVE BOXES ARE REQUIRED AT EACH VALVE LOCATION 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE 1. IF S/W IS AGAINST CURB, FILL (503)635-3618 FAX (503�35-5395 3 4" COPPER SERVICE FOR 5/8" x 3/4" METERS SHOWN ENCIRCLED ON THE PLANS: e.g. 15 INDICATES 15 SQURE FEET ROCK TO BACK OF S METERS I COPPER SERVICE FOR I " 3. VALVE BOXES TO BE CAST IRON UNLESS OTHERWISE DIRECTED BEARING AREA REQUIRED. OT OWN ON PLANS IF NOT AGAINST CURB, 2" COPPER SERVICE FOR I I/2" TO 2" METERS BY T I GARD WATER DISTRICT ENGINEER 4. AIF S IIND I CARTED OVE. ADJUST I FNECESSARY, O AREAS CONFORM TO FITTING THSHALL H TEST BE 2 FILL S/W 2' BACK FROM CURB. 4. MAXIMUM SPACING FOR VALVES IS 500 FEET PRESSURES) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE 0 5. ALL VALVES TO CONFORM WITH AWWA STANDARDS SPECIAL SSPPEC I F I CATIONS. P i P E BEDDING AND I 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE , = 6. VALVES FOR 6" AND SMALLER PIPE ARE GATE VALVES PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS ^ 't STANDARD DETAIL. BEARING AREA OF TRUST BLOCKS IS IN SQUARE FEET. Sheet No. f- 7. VALVES FOR 8" AND LARGER PIPE ARE BUTTERFLY VALVES 6. VERTICAL CHANGES I N DIRECTION REQUIRE SPECIFIC DESIGNS FOR THRUST BLOCKS, B A C K FI LL DETAILS uv r ^� STANDARD THRUST BLOCKING DETAILS REFERENCE APPROVED BY DRAWN 8Y WATER SERVICE 1 COMBINATION AIR A1� VACUUM VALVE TYPICAL VALVE AND I.BAN. L�.-,.ATIOP! ', 11-406 (MOD.) L5 43 9 D . 02 DETAIL NO. 202 CITY OF TIGARD SOA,E DATE DWG. MLE Project No. DETAIL NO. 108 DETAIL NO. 110 DETPIZ. "_O. 201 OREGON N.T.S. 7-9-93 J DETAILS\PIPEBED.BWG c_i 4 -q 6 - i/-5) r'Ze:).- .r � O 2 8 4 !; I I I I I I " I I 1 I I I I I • 1 1 UNDISTURBED r1'-�1 ROUND CATCH BASINS W RECESSED AREA - SEE DWG. TRENCH WALL I INSTALL 3" WEEP HOLES AT SEWER PIPE CATCH BASINS 1I--I'W' _ NO. FOR DETAILS. JJ 7/18/95 ti=il 0:-• BOTTOM OF TRENCH WITH 1/4" A II ( ' t/e ONE N0, 5 BAR B Designed Date 111=-1 24' 24' T&G L 11-II II GALVANIZED SCREEN OVER 7 -'4� , INSIDE DIAMETER 12' T&G 18 Two NO. 3 BARS SEVEN NO. 3 BARS AT s" O.C. SLR 7/18/95 :11�11= '�:11;=1 uPsrREAM END. . DEPTH ' _� I17111.=11 i_ <• 36 36 36' 36' ❑R 48 IL11iv= _1T- :'_� 22 � - _ A A Drawn Date _____t WALL THICKNESS 2' 2-1/2' 3-1/4' 3' _I -25' rS 71 3/4" c. To c. -rip. MR 7/18/95 11;--II If. .fie; �..=11 II:11'=:11 =:11=I11" �` -1 BELL D. D. 16' L ill �, d-127' 33' 30' Boa R „ Aaa >z . TaD R IIIIIiiiii, Checked Date 11.=;11 i=41 iI=1 BELL I . D . 3 , 3 C ` 5o �� 2 t 2" x 3 4' FILLER MATERIAL11=,I) 11! ' '� •°11-11 POUR AGAINSg 1 14' 22 27-7J$ 27-1/2' s 5• L 53' C 53' _ SQ, 2' X FLAT BAR TYP. eeeeeee• e► REVISION SEE NOTE 1, NOTES 1=, a' ifr-:Si- UNDISTURBED 1-3/8' 3-1/2' 3-1/2' 2' 2'-8' .■r. DWG."ce-sTD2". A 7 11 95 SUBMITTAL 111 ,. NATIVE SOIL II:-11=1 NATIVE L BELL DEPTH ,� T ._: 11A firmamma =ii GRATE DIAMETER 13-7/8' 21-7/8' 27-3/4' 27' r 1. REBAR TO BE USED WIT RECESSED AGENCIES 1 _ PIPE =111 =: =1 GRATE THICKNESS 1-7/16' 3-1/2' 3-1/2' 2' 6 OXE .MAIL L 2" CURB INLET ONLY. SEE DWG. 7/18/95 SUBMITTAL TO BEDDING '_I-11=!:,?i'l1- ill BOXES EI-II I CURB-INL CITY Al ' APPR❑X , WEIGHT 300# 400# 975t 825# 110 ��_ " " SEE DWG. CB-STD2 . B 1g •ENCH WID 18 11-II- NATIVE SOIL - FOR SECTION B-B III=�1'-� NOTE SIDEWALK EXTENDS ACROSS _ THIS AREA TO BACK OF CURB, r � PLAN PLAN VIEW BOTH END 3/16" • 2 1/2" X 5/8" 2 1/2"-- CURB THE ABOVE ARE AVAILABLE WITH N.T.S ALL-BARS SQ. EDGE FLAT BAR (18 EA)� PERFORATIONS. �� TOP OF PAVEMENT NOTES: c.„,,, ,.:••• ••17,,,„........-) 0 TYPE III MAILBOX PARCEL LOCKER A •� 4 t/2 I' 1. CONCRETE ANCHOR WALLS (CLASS 3000) SHALL BE • } E 8" F� -I I--e" FROM F/c PLAN SECTION A- A _ _ _ _ CONSTRUCTED USING FORMS WHEN SEWERS, STORM DRAINS, ROM4" WEEP HOLE AND OTHER PIPELINES ARE CONSTRUCTED WITH SLOPES 20 GRATES SET INTOI_ `-'1 -I I-23 1/4• -I I-:4 5/8• I-27,5"-•I BELL RECESS. PERCENT OR GREATER. REMOVE FORMS PRIOR TO � ���� ' BACKFILLING TRENCH. 23- UM= I I I TYPE W I.W. NOTES 111111110 MOM= 10• MIN. LD.� 2. SPACING OF ANCHOR WALLS SHALL BE: � EM= I I 3/e• I STANDARD 1'-1 1/2" 1'-O" 1. NO SUMP ALLOWED. SLOPE: SPACING: -I I---16 1/8" . 2. BATTER OF 1/4" TO 1" 20-34% 35 FEET 31 3/8• I D I *OVERSIZE 1/-1 1/2" 1'-0" C I TO FACILITATE FORM THESE ARE USED AS INEXPENSIVE CATCH BASINS CONCRETE 20' CONCRETE a• REMOVAL WILL BE ALLOWED. 35-50% 25 FEET IN RESIDENTIAL AND COMMERCIAL PROJECTS. A P447 N1'r * REQUIRES 2 GRATES 50+ % 15 FEET OR CONCRETE ENCASEMENT 0 KNOCKOUT IS PROVIDED TO ASSIST CONTRACTOR e� ! I I --� e•�- r-4 1/2• --� a'�� 3. TOP OF WE PH "STANDARD" AND "OVERSIZE" ARE WEEPHOLES TO BE IN FORMING OUTLET OPENING. BASE SLABS § m AT SUBGRADE. AVAILABLE. FRONT VIEW a SIDE VIEW FRONT VIEW WASHINGTON COUNTY STANDARDS. SIDE VIEW SECTION A-A N.T.S. N.T.S. N.T.S. N.T.S. PIPE ANCHOR DETAIL CONNECT TO DRAIN OPENING WITH 4" 90 DEGREE ELBOW •r AND 45 DEGREE ELBOW FOR CONNECTION TO STORM LINE " r'�. DESIGN BY APPROVED BY DRAWN BY - CLUSTER MAIL & PARCEL BOXES CATCH BASIN GRATE STANDARD CATCH BASIN r . GNB CAB ALSO SEE CB-STD2.DWG CITY OF TIGARD Al F,ayrf�y ' DESIGN BY APPROVED BY DRAWN BY i SCALE DATE LOT DRAIN DETAIL s REFERENCE APPROVED BY DRAWN BY GA CAB DESIGN BY APPROVED BY DRAWN BY OREGON N,T.S. 4-27-93 J:DETAIDLS/ANCIHOR.DWG CITY OF TIGARD GAA CAB CITY Or TIGARD GA CAB SCALE DATE DRAWING NO. CITY OF TIGARD SCALE DATE O . FILE OREGON OREGON N.T.S. 7-9-93 J DE TARS\Mx-CLus2.Owc N.T.S. 4-21-92 N:DETAILS\CB-CR ATE.DWG SCALE DATE DRAWING NO. OREGON N.T.S. 4-15-92 N:DETAILS\CB-ST .DWG NOTES 1. 3/4 " PREFORMED JOINT FILLER MATERIAL TO BE USED AS SPECIFIED BYI 3' 3-3/4 OVERSIZE FRAME & GRATE 20 BARS - 2" O,C. ENGINEER ONLY IN CONCRETE PAVEMENT OR GUTTER, AND TO EXTEND THROUGH SEE DETAILto' MIN. CURB ir II ` THICKNESS OF CONCRETE. NOTE I 6" CLASS "C AC -OR - 3" CLASS "C AC 2. CONSTRUCT CATCH BASIN PER DETAIL, BUT WITH DIMENSION "W" TO ACCOMODATE ON 8" OF 3/4"-0 __ LARGEST PIPE DIAMETER AS SPECIFIED. CONCRETE TO BE 3000 P.S.I. 3. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. 28 DAYS - 6 SACK MIX I. �•.•-- 2% SLOPE TO STREET S \� IN 28 DAYS. 3 20 BARS 1/2" x 2" i' _ % %//////////////f/o//%:1i=t //� !!� �� �� t 4. IF APPROVED BY ENGINEER, WALLS MAY BE POURED AGAINST UNDISTURBED EARTH N II l�_ � •.,. .. - .. . 11=11-11=11=11=1P O.:p,•. b;.:0'4,•�O.00 .00 11 ,,"� , ^ EXCEPT FOR THE TOP 8", WHICH SHALL BE FORMED. •- ` SQ. EDGE FLAT _ . . ► �I-1 A �� �+��+ !-� 24" MAX. DIA. PIPE BARS iv II II�II`11"*1 i=u=11=N=11 1 5. BACKFILL SHALL BE COMPACTED TO 95% DENSITY THROUGHOU T. ] [ COMPACT & S;fERIUZE SUBGRADE =1= =i- !� - �- �'�s s� I 6. OVERSIZE CATCH BASINS, STEPS ARE REQUIRED FOR DEPTH GREATER THAN �� � 36" MAX. DIA. PIPE 1/2" x 2" L I �� ,� bik I'WA_ \." ..) . 4 FEET, INSTALL 2 FEET FROM TOP TO WITHIN 1 FT. OF BOTTOM. 1/ EDGE FLAT i ` �, li BAR11 SLOPE of PAVEMENT / \ 11/2" YICALAsPLAN VIEWGRATEMAINTENANCE ACCESS \ Z�k`i /� /_ zof\ _ -• -�- SPECIFIED BY ENGINEER ems 11 ��/ -1 SEE DRAWING NO. 4" X 12" LONG ABS WEEP ,�' 1 _', DRAIN AT SUB-GRADE 3' 4-1/4" NORMAL PVM'T SLOPE Iri . ' II Lt • -s 1 ! �- 5' MIN.FOR CURB PLACEMENT SEE DWG. s1■■� �N 2 t/ " A.C. NOTE: Cover & frame to be machined e• MN. CURB-STD, SHEET 19 =11=11 ��.11= II=T II it II 4" OF P.C.C. ON 4 OF 3/4"-0 ' I SUBGRADE 0 I THIS PIPE DIAMETER DETERMINES 11- -11 x •o i "w" - SEE TABLE BELOW. a 2% SLOPE TO STREET t0 a true bearing all around. I TYPE W 2 1/2` X 2 1 2' X 7 'o -n_II- ,; ` . i %/////////// //.-11-11_1 sr DIA. PIPE ,I / 3/8" N =11. . • /���� /�i. 1. b•. •1.0.00 0. .. 11:1-II-.I 27" MAX STANDARD 1'-1 7/8" 10"-12" - �+ Cit. ;:is�o;, .00 - i. - 24 3/4• T 14 - \ *OVERSIZE 2'-3 3/8" 15"-17" 2 1/2" ......./ P.C.C. NOTES: 4" A.C. I- ,.. 0 .•. . II -FOR GRATE TYPE, SEE DETAILS 6" MIN, Cre),.... I1. CONCRETE SHALL BE 300o P.S.1, AT 8 DAYS, SIX SAC MIX, SLUMP RANGE OF 1 1/2"-3" �" p+-- o (THIS SHEET), DRAWING "CB-STD" : ;�. �' 8" 2, SIDEWALK PANELS SHALL BE SQUARE, 3.4" DEEP SCRIBES AT JOINTS 5 FEET APART, v h el a' w 8' FOR PLAN & SECTION A-A. 6"-I I-- 3' -I I-.-6" 6"___.I I. 1 l--6" I 3/4" EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. . z� t" C *REQUIRES TWO GRATES. SEE 3'-3 3/8" 3/4" 5/8" X 3" BOLT SECTION B-B DRAWING NO. CB-OSZGR END SECTION ./ Z EACH END oc "STANDARD" & "OVERSIZE" ARE ELEVATION o PEDESTRIAN PATH OR BIKEWAY SECTION A - A W WASHINGTON CO. DESIGNATIONS. FRAME in a STANDARD CATCH BASIN ALSO SEE CB-STD.Dwc • OVERSIZE CATCH BASIN • OVERSIZE FRAME AND GRATE MAINTENANCE ACCESS & STORM MANHOLE COVER •T ' DESIGN BY APPROVED BY r .: DRAWN BY PEDESTRIAN PATH OR BIKEWAY O x�a DESIGN BY APPROVED BY DRAWN BY ; , DESIGN BY APPROVED BY DRAWN BY R r ^ REFERENCE APPROVED BY DRAWN BY DESIGN BY CITY OF TIGARD SCALE CAB CITY OF TIGARD CAB CITY) OF TIGARD 1 'TIGARD WASH. co. DW-307 (MOD.) CAB _ _ GA O t=. L t- S APPROVED BY DRAWN BY CABCAB ti OREGONDATE DRAWING N0. SCALE DATE DRAWING NO. SCALE DATE DRAWING NO. CITY OF 1IL�HKLi CITY Y OF TIGARD SCALE DATE DRAWING N0. W N.T.S. 4-20-92 N:DETAILS\CB-STD2.DWG I OREGON N.T.S. 6-17-92 N:DETAILS\C8-OSIZE.DWC OREGON SCALE DATE DRAWING N0. C N.T.S. J:DETAILS CAI r�l 6-17-92 N:OETAILS\CB-OSZGR.DWG OREGON N.T.S. 1-7-93 OREGON _ _ N.T.S. 4-7-92 N:DETNLS\MH-COVER.DWG a NOTES "`IN. z //.- 1.- SAW CUT SQUARE AND REMOVE PAVEMENT LOCATE MANHOLE COVER 1• THIS TYPE OF MANHOLE SHALL �" 2-FOOT MINIMUM LARGER THAN MANHOLE BE USED ONLY FOR PIPE SIZE �• SEWER PIPE `� W ao p` /i ‘� A FRAME DIMENSION FRAME OVER LEDGE OF OF 24" OR LESS. 'rSIZE VARIES W i0 I , AT LEAST 12" IN WIDTH 2. MANHOLE SHALL CONFORM WITH �� O --\ �--REPLACE WITH 2-INCH THICK AC. PAVING •O C\2 vO I 1 I STEPS / \ ASTM C-478. � �11 -APPLY TACK COAT TO EDGES OF EXISTING ' MAKE SURFACE of GROUT FILLET SMOOTHO O� PAVEMENT BEFORE INSTALLING PATCH. o ; �.t7. :.� d e sEwER PIPE tr _ - FINISH JOINT WITH ASPHALTIC SEALL FARM GROOVED INVERT TO µme, v DIF,ECiK„V OF FLOW O AND SAND. e Q w `1 O PLAN STANDARD MANHOLE FRAME & COVER j �� : �' :c•o TANDARD MANHOLE RISER RINGS �, ww �, 3. CAST IRON COVER & FRAME SHALL • ,�„`�-,-,,,� ;�; f.1 %/// MAIN SEWER LINE CONFORM WITH UNIFIED SEWERAGE �� r �, 1� NOTE UNDISTURBED EARTH q COO 1 �+ INLETS\OUTLETS AS REQUIRED. kw `, W (�.e !�•��`� EXISTING PAVEMENT AGENCY STANDARD DETAIL. a I OM a �- A ,., ROADWAY BASE wlN. CONC. • ENCASEMENT -' PROP. PROP. PROP. 'I • • e '' '?• LINE �� MATCH FINISH • ALLY LINE LINE • ix " CAST IRON COVER & FRAME � y , __ _ _ __ �.� �; M CLASS 3000 COLLAR COMPLETELY GRADE OF STREET �- q A gm CONCRETE PIPE DROP 4- Mfg '',=? ' ROUND MANHOLE MAX. 2P7" FROM FIRST STEP f Qi ~` 0 TO OF CASTING STANDARD MANHOLE ` - r GROUT RINGS IN PLACE �y_ FRAME x COVER ti :rr. I'sa;° SET FRAME IN owl TIeN A-A - ADJUST TO GRADE NON-SHRINKING GROUTt� ;� ECCENTRIC MANHOLE TOP FINISH GRADE - T SET FRAME IN %/////�////////%�/////�j PIPE CL06URE COLLAR TT�� CC � �1C� STANDARD 48" MANHOLE R/W -ram -I. -� -�,- i OTYPICAL MANHQLE GRADE ADJUSTMENT IN STREET NON-SHRINKING0°z"�RO�n 'Q; RISER PREFORMED PLASTIC GASKET GROUT �.'� COUPUNa D.I.M .DIM.J TEE MANUFACTURERS INITALSS 8 48" FOR PIPET' �y MAX, 27" FROM FIRST e• OUTLET ��-� HEAT NUMB DESIGNA710N 24" OR LESS ° "a ailip STEP TO TOP OF CASTING CURB 1----1 -I l- l-! (---! - i CO t �• z COMPACTED 3/4" - 0" 1 II'�t " .' ° e a'•'' .' : CURB _ _ cu 60 FOR PIPE �� CRUSHED ROCK cu B B ,` - o 0. °° O r1- PRECAST �••'•: -� -�- - DINT ACCE - 27 OR LARGER �- II CONCRETE .- PREFORMED PLASTIC GASKET Rey S \\ _ jAGREEMEN- , 1173-'- cn 1 IR 12 MAX. FOR STANDARD 48• � 30' MIN, BETWEEN DRIVEWAY , , - 3D MIN. BETWEEN / ►'«:11►1�[e�:�l:i4��l1�/4" CONCRETE PIPE MANHOLE RISERS „ : A.' Igr• .;,.:; . .::� (�' J IN RSECTING STREET y�,., F (mg kiwi co ea'' I ° �11 UNDISTURBED EARTH `� ' ' cal 1.5" 7', " ��-II .._, APPROACHES ON SAME PROPERTY. 5' MIN. BETWEEN ADJACENT o;..,. :.:.,3. 1:• R W dt DRIVEWAY lann.n ;ERIALHLL SECTION B-B ^-, �"' J• BE {�JV/ 1• MAX `�`F p• cm . Y; ' trOt landscape architects ‘11 i ' l ' ALUMINUM ALLOY 319.2, UNDISTURBED EARTH• a T P \' ',ZZLI"wwilr surveyors I n c o r o r a t • d • 17355 S.W. Boom Fer ry Try Rood 356.2 OR A-360 SET IN FRESH CONCRETE & GROUT � p' . . COMPACTED GRANULAR '. Lake Oswego, Oregon 97035 D ° ° Z °'•, ..O... I ° BACKFILL UNDER PIPE MANHOLE ADJUSTMENT RINGS Cl...- (so3)635-361E FAX (503�Ci35-5395 °�- 12" LAYER COMPACTED B• v,'.--'; FOR RESURFACING R Vs , . .. m Q BASE MATERIAL (3/4"-D) - D.I.M.J •. INS I 12' LAYER COMPACTED o - • • I GRAVEL (3/4•-0) �o DEC. BENo :-=�"- - f'1 MANHOLE ADJUSTMENT RING DUCTILE IRON PIPE DROP FLJ( STANDARD MANHOLE FLAT TOP MANHOLE � 8 m DESIGN BY APPROVED BY DRAWN BY '4 ;.s• DRIVEWAY APPROACH LOCATION Sheet No. CITY OF TIGARD GNB CAB DESIGN BY APPROVED BY DRAWN BY Q' OREGON Cn SCALE DATE DWG FILE '"6" ' DESIGN BY APPROVED BY DRAWN BY STANDARD MANHOLE , �w�� K!? = r REFERENCE APPROVED BY DRAM BY CITY OF TIGARD CAB OUTSIDE DROP CONNECTIONSUfA f sewerage �" CAB L5 4 3 9 . 0 2 0, N.T.S. 4-27-93 J:DETAILS/MH-RINGSDWC CITY OF TIGARD "NL CITY OF TIGARD OREGON SCALE DATE DRAWING NO. SCALE DATE DRAWING NO. age11Cy SCALE DATE FILE NAM N.T.S. 7-13-92 N:DETAILS\MH-STD.DWG OREGON E N.T.S. 7-15-92 N.DETAILS\MH-FLTOP.DWG DWG. NO. SD08O OREGON N.T.S. 7-9-93 J:DETAILS/CURB-CUT.D W Project No. 6/5 l/a _ k • ems- ,y. .;�J �r �' I4 � 16 • !r. °I ... .,`-?I - - I 1 I 1 I I L I I I I I I 1 1 1 1 ..---..........------.7 PC/PT CURB JOINT 5' MIN. SEE NOTE 5 ROW PROPERTY LINE \ -� -_` �6'' CROSSWALK STRIPING 2%a 1 JJ 7/11/95 - '; / \\ 5' MIN R AD • ''°-'+' • :,::,,...,!.:': SLR Designed 7 11 95Date tij \ 8" CR• ROCK 8' MAX. - 3/4" R 6»-�{ EDGE Drawn / /Date • y \,, TYPICAL - I� ?p, \ iii 3 7qN \ e \P 2".OF 3/4"-0" BASEROCK 'j- MR / / / S �' COMPACTED SUBGRADE 5 DRAINAGE BLOCKOUT 7 11 95 ��\ - BUILDING SEWER PIPE / 6" `� - - PIPE DW/COUPLING Checked Date /1\ // -TEAS ERN AROUND512E As SPECIFIED STOP SI4N V C SLEN _- -�� • (INSTALL 4 PVC SLEEVESIDEVI,ALK ADJACENT TO CURB REVISIONS P__./ ` � ������ 'a ' .'.'a 1. 7/11/95 SUBMITTED / / / \ II -I' ONE �I'IA INSTALLATION)ENT SIGN \'PNw �. 5' MIN. ROW ^��� � ' ' .. "' , Qg o °o° °o . TO AGENCIES. ( Q`'P`� MIN ! -"-2% 6 A ° 0 o ° °. • ' 2. 7/18/95 SUBMITTED C , `� PLANT FABRICATED TEE FITTING p�\J�� e MAX ROAD �.:.. ''''"`� :' ,.• • o o TO CITY. -,If .II III .11. IL I,1=�14r: • O � `� � ON SEVERS IE"AND SMALLER •»,,'w�",�'ti�wr�-,:-w•'+a�tie�✓•M%,+:Ewa -J f FIELD TAP ON EXISTING SEWERS ,•,: 11=III=.�I-�I=�I .11=!II. O O O �, / / \ V A; AND NEW SEWERS LARGER THAN IS. BAQAGAI`NST PLUG TO PC/PT 1 ' ' ', SEE NOTE 5 - " " '. A •'° ' / /e<P4y, Y PREVENT PLUG • 2 OF 3/4 -0 BASEROCK f R=25' RIGHT OF WAY UNE �� PLAN BL4W N PLACE WITH COMPACTED SUBGRADE �-9" .10, ;< '� ~ SEWERMAIN TRENCH BACKE I LL NOTES: SIDEWALK AWAY FROM CURB e8 II DR LATERAL PLAN VIEW AFTER 28 DAYS, 6 SACK MIX, TRAVERSE EXPANSION JOINTS: AS-BUILTS ONLY \ S 1. CONCRETE SHALL BE 3000 P.S.I. F ER \ / 7. \ ` GROUND TEND AT LEAST SLUMP RANGE OF 1-1/2" TO 3". ' 1. TO BE PROVIDED AT EACH POINT OF \ / �' SURFA� 12•ABOVE SURFACE 3' 6" 4' 6" TANGENCY OF THE CURB Ec AT OTHER .� PR�FF :I \\ / I' [ (4' FOR 8' SIDEWALK)I- 2. PANELS TO BE 5 FEET LONG. LOCATIONS AS REQUIRED TO LIMIT THE ,�O( NE Jf/ v MINIMW SLOPE FOR tI --I _1_. ,. ' 1 .1 FLUSH SPACING TO A MAXIMUM OF 20 FT. \ YV F,Q D T1 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY � 1o,s3a �y 6'P1PE-0.010,FOR % -11=11=ILILTA _ . xi1. ° ' ' •. APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, & AT 2. MATERIAL TO BE PRE-MOLDED NON- t 4'PIPE -0.029. =n. r �, r� ' EXTRUDED MATERIAL WITH A MINIMUM -•11-`-,,ii-V.w `, .Y<tt; •'p`;s-zrsv rx 5 SPACING NOT TO EXCEED 45 FEET. THICKNESS OF MATERIAL RIGHT OF WAY LINE /)\ SERVICE CONNECTION 4" P.C. CONCRETE S-i� �° 0�0�°00 °0 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE REGON MAGNET IC TAPE MARKER: Tl 1= �00°°0°0°00o °o TRAVERSE CONTRACTION JOINTS: GREEN W/BLACK LETTERS(WASTEWATER) i• _ am °0 0 0.000000 0° SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE `/�L. ,�� O� NOTES: GREEN W/BLACK LETTERS(STORM DRAIN) % 2" 3/4'-O" AGG. BASEROCK A TROWELED JOINT WITH A MIN. 1/2" RADIUS. [� 13' PLUG 1. SPACING TO BE NOT MORE THAN 10 FT. C'feCG WF-S' ,a11r�� SECTION A-A 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF 2, DEPTH OF THE JOINT SHALL BE AT V {a 1. APPROPRIATE NODE BYIGHEG SHALLEMBE MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS LEAST ONE FOURTH OF THE CROSS- EXP. DATE: 06/30/98 DETERMINED THE FIRE MARSHALL �1 • :r$ y�' NOTES: PORTION OF DRIVEWAY, OTHERWISE SIDEWALK SHALL HAVE A SECTIONAL AREA. 2. CONSTRUCT TURNAROUND WITH 25' -•• II ?��'• • PER AS-BUILT NOTE ON SHT 1 RADIUS OFF CENTER 20' OF STREET ^ °(.�, AS SPECIFIEDZONE MATERIAL 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. MINIMUM THICKNESS OF 4 INCHES. BASED ON FIRE MARSHAL REQUIREMENTS. :•• '•- CONCRETE BREAKING STRENGTH: '�fa° ' 2. JOINTS SHALL BE SCRIBED 3/4" DEEP AND DAMP PANELS SHALL BE EDGED ON 4 SIDES. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF ,�•'� ; SLPPORT TEE WITH SIDEWALK WITH 3" DIAMETER PLASTIC PIPE AT 2% SLOPE. 1• TO BE 3000 P.S.I. AFTER 28 DAYS. ``��`/ M�MUM 22'o WIDE ELEVATION 3. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. CONTRACTION JOINT TO BE PLACED OVER PIPE. • STANDARD CORNER CONCRETE SIDEWALK STANDARD CURB TURNAROUND DETAIL FOR 123rd AVE. ��/ p WHEELCHAIR RAMP BUILD N G SEWER Si9ik`. 11 REFERENCE APPROVED BY DRAWN BY r>• REFERENCE APPROVED BY DRAWN BY .�, ':,,�; r„:'. REFERENCE APPROVED BY DRAWN BY ..°", WASH CO. �_301 (MOD) CAB unified GM CAB WASH. CO, CS-305 CAB CITY OF TIGARD IidlA ���-. sewerage CITY OF TIGARDCITY OF TIGARD Dwc. FILE SCALE DATE DWG. FILE DRAWING N0.300 �_' �QQy SCALE DATE DWG FILE SCALE DATE OREGON N.T.S. 7-9-93 ,t DETAILS\CURB-STD.DWG ••�"a OREGON N.T.S. REVISED 5-26-94 J:DETAILS/WC-RAMP.DWG OREGON N.T.S. 7-9-93 .1:DETAILS\CONC-SW.DWG 32' 30'-O" MAX., 10'-O" MIN. 16' 16' 8" B NOTES *,.. 4: c :3 �E y� I 1. MONUMENT BOXES TO BE CAST IRON OR + 20" L k.�:� a �:� i Jr:i.•s.i r A i i.. D C ALLOY SUITABLE FOR HEAVEY TRAFFIC SLOPE SHELF iir_I DETA.e EXISTING DRIVEWAY AS REQUIRED t�A1aML■1 tl �1_` TYP. .' -Ni.' � ., Mal Ar Ar ..'' T I I LOADING #1036 AND SUPPLIED BY: NOTE VARIES WIDTH VARIES P1N IS s MATCH GRADE Taileillir2111A g IF 3 CFS. THAN MIN MIMI I cJ MIN. CLEANO T INSTALLATIONS ARE (SEE TABLES) B s CFS, USE ,OREGON ...' GROUND ":_.`_` 7_a""►"Air I' ", V LIMBED TO EASEMENT AREAS _ L.:L: ��C•ia�IKE 'v 1 a INLAND FOUNDRY CO. INC. OR MAY BE ALLOWED ON A VARIESINN . oRA1x6 „ I o °° o °° °a 000 ° o°° ]C191 N. 39TH TEMPORARY BASS IN MATCH WIDTH nI,grII I ?S311 �� a a oOao ° IQUSPRINGFIELD, OR 97477 RFGHT-OF-WAYS -` �.� 8 II U U 1 O °�o0 0 0 00 0 0 0 0 ° °0 00 �I�� (503) 747-9172 sTAHDAr� CAST IRa+ - .•: _ A 1 R/W LINE •. `'•) 0 0 ° O ° (�N riwc :.O cAvER ! 1. MATERIALS: ° 0 ° o 0 0 0 0 0 000 �m STANCARD MANHOLE EXPANSION ‘‘all 0 0 00 0 o 0 0 ¢ 2. ALTERNATIVE TYPES MUST BE APPROVED GRADE MG JOINTS • 2" X 2" X 40", 12 GA. GALV. PERFORATED STEEL BY THE CITY ENGINEERING DEPT. PRIOR lip SECTION A-A DETAIL A ° POST. TO TO INSTALLATION THE FOLLOWING MINIMUMT CONFORM DIMENSIONS: 1 1 , ' Blot / CONTRACTION SIDEWALK B ,���',_ E FRAME (PARTITION LOCATION) • 2 1/2" X 2 1/2" X 18", 12 GA. GALV. PERFORATED BOX DETAIL FlNTSH GRADE u' ° STEEL STIFFNER POST. A. INSIDE DIAMETER 8" L I CURB JOINrTS-� I i ` ■\STANDARD ASD 1/r SELF TAPPIt10 GONG v B. OUTSIDE BASE DIAMETER 14- P, PUJct._, CURB if 1 ANCHORS.■ �s_12 ■ �•>• ■■ " 1/4" 36", HEIGHT 6" �' A I FACE OF CURB OR ArRorsn • 2 1/4 X 2 X 12 GA. GALV. PERFORATED C. HE GH , 3 ( STEEL ANCHOR. D. LID DEPTH 3" . STAINLESS 3' 0" 15' 0" MAX'. 15•-0" MAX. 3' 0" 1114 - O ;i'.• ..; PROVIDE 3/4'-0 FOR STANARl�S i'-4' BOLT '411 :q MNMW OF AROUtiASTEPMANH3" ° 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH 3. APPROVED FOR ALL STREET CLASSIFICATIONS. 7..'. ��'� CLEANOU PLAN �� sr� 1 g LOCK WASHER, OR 5/16 CORNER BOLT. -USE EXISTING EXPANSION JOINT ' �� �� � � OR SAWCUT AND PLACE COLD - 1-1/2" EXPOSURE ' + 7 16 X 5 GALVANIZED CARRIAGE WITH FLAT AND - -� JOINT, , PLATE I�� O LOCK WASHER, 2 BOLTS PER RAIL PER POST. wie • -=�1 �- A t (DeT G) A �� DETAIL B 2" X 8" CROSSRAILS-PAINTED WITH REFLECTORIZED oD Do ELEVATION B-B ,, , ATTACHMENTPARTITION r%..2, C.) 1 S MAx DIA o RED AND WHITE PAINT. �`11 1/4" 1 /4" o a 6"--, w 'roo 1 �� 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES II-10 1/4"-al 1 1/4" 3/4"2 3/8" I �0 RIN 1r ° FOR STREETS AND HIGHWAYS AND THE OREGON --10�^•i • STREET 1 N_ �,�' ST"AiRtESS STEEL. SUPPLEMENT. �-' • ALUNNU44. OR FlEIEROLASS PLATE .it° 3F-1 BARRICADEST-1-" l l� / ^ '-,, 2" OF COMPACTED 3/4"-0" AGGREGATE ' txETA A 6C-8 BARRICADE DESIGN �--8"-1 1 1/4 --i1-3/4"I w cmmilliMmill. o FIEEROLASS PARTITION: RE N BARRICADE & SIGN SUPPORT 6C�-9 BARRICADE APPLICATION 1/qiift-, - 14" 1 3 1/4"---I I-"- J NOTES SECTION A-A -, o , THE 0 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN , 1. CONCRETE SHALL BE COMMERCIAL MIX. INCONING _ O c o Itf1EJTF OF THE N WITH THE CURRENT STATE OF OREGON 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS r THE RADIUS of DC ACCORDANCE MONUMENT CASE & COVER ,,,�1 ALONG BACK OF CURB. ;�� o o TTOFT�I SPECIFICATIONS FOR HIGHWAY CONSTRUCTION STANDARD s/� s/�-D W 4. BARRICADE FOR SIDEWALK IS SIMILAR. 3. EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED IPErcti MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISH GRADE. C7 DETAIL C In d SECTION B-Ba TYPE "A" MONUMENT BOX I unified o STREET BARRICADE unigled RESIDENTIAL DRIVEWAY SIDE DROP MANHOLE F;f'" j REFERENCE APPROVED BY DRAWN BY STANDARD CLEANOUT 1 ViA -<-:-- ®Wer8f1A s REFERENCE APPROVED BY DRAWN BY 'N 85 ��+ f'� •„A�s,..ft�`+�` REFERENCE APPROVED BY DRAWN BY . = _: ..... . wLg GAB !" M `�` "'�' •' A 4 °�+ - TI \' GAA CAB agency WASH. CO. DW200PM1.DWG CAB 6 w CITY OF TIGARD SCALE DATE DWG. FILE I _ CITY OF TIGARD SCALE DATE DWG. FILE DWG• NO. SDO6f3 l"M C CITY OREGON TIGARD SCALE DATE DWG. FILE I Drru. NO. SD15O .� `i REGON N.T.S. 7-9-93 J:OETAILS\MEN-TYPA.DWG OREGON N.T.S. 7-9-93 .1:DETAILS\RESIT-DW.DWG N.T.S.NTS 7-5-93 J:DETAILS\BARICADE.OWG Qy 44 ZW R/W 58' 44 )l f4, }Z•\z�� 0;L 8 ,- O 1 8 27•X27'xl4• TOP FACE Q4 �7) GALV.DI AM0110 PLATE 8' 25' 12' A COVER WITH °f aye 2'-°• 0 r, • r 50' . / / ,/ " ' ' LOCK ASSEI�LY PAVING 1/N.w".a.a.r "�I "M`I R/W 44 , R/W R/W 60 (SEE NOTE 2) R/W 6 AC BERM TO E e• ` 8' 18' EXTENDED INTO D . W g 14 , 17 14', 17' 8' 8' 8' 8' 22 22' 8' ROCK WAIL 'EPLACE DRIVEWAYS W/ sAGx or«,m FACE OF«,� , f1 O Gt, / / / / / / / TO PREVENT DRAINAGE BAOFACE aF«R '�I / / / / -� a , 4•lo.w'-o colic P.U.E. P.U.E. P.U.E. (SEE NOTE 2) (SEE NOTE 2) P.U.E. 2 A.C. ON 4 A.B. N _ __ TACK OF CURB Tri.E OR PVC PIPE WEEP TO PRIVATE PROPERTY __ HOLES As REQUIRED m w O T.C. EL.=CL EL. I ■ "�1Ezi 2.5 5.5' / / 5.5 2.5 /.5/ 6.5 / / 6.5 .5/ 2 % �` STREET CL GRADE +0.2' -s- T.C. EL.=CL EL. PRIVATE UTIUTIES FACE CF �' ,CONTRACTIONlir �� i �► 1 1 T.C. EL. = CL TYP. 2•.A UNDER SIDEWALK ;; :. t t>itstsuu GUTTER ,.�� JOINTS n I5 w �' A 2• 5: 1 i 'OnoOOD• r 3'-0' 3'-a'a'-o• 3-0 �1 1 ( ) 2 TO AVOID CONFLICToac•:°aAL - - - --- a a a aoa [ ,JJSIT 5: 1 2 % 2 J 5:1 5: 1 y MATH ROCK WALL A rSUER(TYP.) SECTION A-A ,¢2.5% - 2.5% _ 2' 1 °' oo < oo°°° `_ °°ec o°o°° 2' � PLAN VIEW � � 0 0 0 0 0 0 0 0 0 0°o o a o 0 0 0°o NEW PAVEMENT TO eoTTOM FACE a cvTTEl1 0 0 0 0 .o o a c\ °o°o°gip°. Po�oao?\ " 4 P.C.C. SIDEWALK MEET EXIST. DWY 44 ti '�+ CURB CURB 2" 3/4"-0 CRUSHED 2" CLASS "C" A.C. (OVERLAY) AS DIRECTED BY THE "K TER "'"' ' OPEN INC h H PER DETAIL, SHT, 19 PEP DETAIL, SHT. 19 ROCK TYP.) PER " n1e�MI�•I.���� O •• •' " TCP-FACE of GUTTER 4 P.C.C. SIDEWALK 4 P.C.C. SIDEWALK' 2 CLASS B A.C. PROJECT ENGINEER 3 CRUSHED ROCK 3/4 - 0 12x MAX GRADE �-�p�.. 2" 3/4"-0 CRUSHED 1.5" CLASS "C" A.C. (OVERLAY) 2" CLASS "C" A.C. (OVERLAY) DETAIL, SHT. 19 CO 2 3/4 -0 CRUSHED ) 12" CRUSHED ROCK 2" - 0 'CK-BOT'G`DF CURS ROCK (TYP.) PER 2" CLASS "B" A.C. ROCK (TYP.) PER 2" CLASS "B" A.C. RECOMPACT SUBGRADE TO 95% MAXIMUM eI1I WEEP �'HOLE "�° N. DETAIL, SHT. 19 2" CRUSHED ROCK 3/4" - 0 DETAIL, SHT. 19 3" CRUSHED ROCK 3/4" - 0 DENSITY PER AASHTO T-180. 1:110.‹:::40 8" CRUSHED ROCK 2" - 0 12" CRUSHED ROCK 2" - 0 � � C, RECOMPACT SUBGRADE TO 95% MAXIMUM RECOMPACT SUBGRADE TO 95% MAXIMUM § E „ ►� .�` h •o DENSITY PER AASHTO T-180. DENSITY PER AASHTO T 180. i ` ,�'°'"' "� engineers m L/, SW 121 VENUE _ > landscape architects P CTIVE VIEW SHOWING 1'" � surveyors 01 aI SW AERIE DR. SW 123RD TER. SW GAARDE STREET L0 NTS PERS E "- , FRONTOVIEW Inca rporat • d DEPRESSED GUTTER AT CURB INLET 17355 SM. Booms Ferry Road N SW 124TH AVE. , SW TALON LN. NTS NOTES: (503)635-3618 FAX (503)635-5395 nI Lake Oswego, or® gon 97035 `" NOTES: 1. 2 OVERLAY REQUIRED WITHIN ONE YEAR cri NTS 1. 1 1/2" OVERLAY REQUIRED WITHIN ONE YEAR IN BUBBLE AREA PLAN C I 2. STREET WIDTH = 40' FROM 13+43 TO BEGINING TRANSITION STA. 21+45.72 A�p/��v0� 19 o NOTES: STREET WIDTH TRANSITIONS FROM STA 21+45.72 TO STA 22+45.72 n 1. 1 1/2" OVERLAY WITHIN SUBDIVISION REQUIRED WITHIN ONE YEAR STREET WIDTH VARIES FROM STA 32+37.21.11 RT TO 33+86.17 RT. unified6 e Sheet No. CURB INLET VA® CD BY: SIB- DATE: -��-1� CADRAWING NO. IBDTCH BASIN L5 439 D . 02 • m Project No. - /5 i _ - c� .---------. T'- r. 14 • 16 5. �� if' 10 . 12 a# 0 2 4 6 8 t•'.-. 41 - - _._...:•.. .-+t. I 1 I I I I '.: I I I 1 I I 1 11 1. • MR 9/8/95 Designed Date SLR 9/8/95 Drawn Date MR 9/8/95 Checked Date REVISIONS AS-BUILTS ONLY ciP PRkt F'N�O,38F'p�O �I ill �-EGON f �, k• 13,,E .`. . � Ica .... .....::: VISION TRIANGLE �� W I. I NOTHING TO OBSTRUCT VISION VI•ION TRIANGLE [� THROUGH ANY POINT ABOVE 3 F. EXP. DATE: 06/30/98 NOTHING TO OBSTRUCT VISION �V PER AS—BUILT NOTE ON SHT 1 T 'OUGH ANY POINT ABOVE 3 FEET INSTALL: ,:.. STA: 30+31.0 X. 1-0 /<<:...\ BEGIN DOUBLE ® ^ N YELLOW STRIPE /� / N • VISION TRIANGLE• NOTHING TO OBSTRUCT VISION THROUGH ANY POINT ABOVE ,okr;t E \I C\ p 3 FEET + `�! in DEAD END Cis 7>\' ›.\ rN -.f�.. it /► fY� Ii _ _ ._________ _ II 12 WHITE STRIPE ______________ 0 NN. _ _ _ _ II_______________ _ _ ________ _ _ _______________ ___ Q_ I-- THERMO-P� STIC ,, 0 \\ opp\ \ „STOP BA' ' l'...',., ,, • a- \ • o I STA: 0+38.5o o 5k1 "� N 1,.......7..N "' o STA: 33 99.0 11 S wri �__"" ----- CAARDE - S TREE T I — Pi..)-N'i 41 :q (k - - _ _ _ _ - - 12" WHITE TRIPE - - - - - _ _ THERMO-PLA TIC - - "STOP BAR" ::: 1::: 11. :::1‘ :t;L 4" DOUBLE YELLOW LINE INSTALL: Ii, :. ; N W c.r Niaaa[[[ w I 1 a o o _1• iiii Q 0 20 40 I I I , � ,� z°° o C4ga U 1`' w v � � QLI ( 1 woo � w w wq pro ra4w No , ., crl rcg w rg � � c64 cu •ngtnwn 1 0 plonn•rs U7 0 londscap• archH•c14 trir; � surveyor* rn Incorporated no 17355 S.W. Scones Ferry Road Lake Oswego, Oregon 97035 S7agiggi (503)Ci35-3618 FAX (503)635-5395 0 co �, BY: D. G1 w5a, DATE: 12-18-9(. 2. 0 Sheet No. I- O N L D . 02 C 01 m Project No. — !� zb1 j /b ._., .. .. '. '.:. ,. ..... .'..' .... .: _ '. .. ....,.. '.. ,.. .., ..:.... _.,:_. ter. !. f 1 • n.., . .. .r •,. Tom. • .. ,n:... - y•, . r 14` 4 2 6 8 ,f 2 , .y'�"` 10 � L � 'r�, �71 1 w 1 '1