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"+, r . : c ', • �i h r•t f a .. ,''#,A. f • {': ..,r.. i.., , . l .• , M .IK♦. ,*: ' T'.,,. �. ,.r, ' « \Nre ,... . . ,r / .._... ..._,..—_..w,u._...•,....,..♦.. ..re. _- --., .: dt.r....�- � .. • Y � 1 i.1 *k 'fir 1. T • tr ' f. IIF • • tet... a. •lJr1Y�WWWYWW4�Y3YkYM14iiW'.W./JWAt1Ys __.JLw..NrWrI,WYrrrWwn,.rwrre.lcw...-wM/.W - - -"u:Wl WI .ro•w.r.r.+-n+tw+�ur...... . '...�a,:,L� .+ WiliiCiYYiWu�iW�uflYl�wrwi.i�iu�wL +w,,,aW�eu.„N.,.. ...,.. wMnlM1�stY➢11+f41 :4r -- --.� i r - - - - • ca, MAT BE USED SHORT TERIA A g ti-.) . w,! UTILITY MOR% AND w/ _ . ,` • CL t g PHA' SING OF DEVELOPIrENT + Z N o J I' RE BAR FOR BAG REMOVAL - CATCH BASIN GRATE • N N �� vi ,'ii'i i 1 ` 41, 1111/11/ IIi11111111N111111U EXPANSION RESTRAINT r cc q'_.0- J < a `� FLOW 1 1 I'll I. 1 1 CATCH 8/►SI :!�ii�,e��'�i�'�i, 2'x2'x4.' auBBEa 14'..DC*S . t . Lill, 0' .-4 tiv� ,ice �/ 1 SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MANTENN>DE Cr AL1 Flt(?SIOIII AND 4, - �, a .�.�`. , . . 1 OWNER (N DE5�iATED PERSON V'1 �. N 1.1) I L I I 1 .. 1 11 1. ► 1. II�Ip0 OI�.0 I'I�. pr- SEDMENT CONTROL MEASURES (ESC), N ACCORDANCE WITH LOCAL. STATE, AND FEDF_RAL REGULATIONS. _ : � Li O ! s !Il o , . , r• • • • ' t 1 .� vi vi • o v1 I n 1 ,1 A H I .+0 004.•`�/� G �' m n ...„-i.-:_--.-4.-:.••- 1 1• cry_�.. 11 1 I, _ 2 THE IMPLEMENTATION (E TFfESE ESC PUWS MID GDNNSTRUCTIQII, MAlNTENAN . REPLJ1lT, MID l�(RA[)irMIG OF iHfSE ESC C > Ix ' - - __ _ _-- • FACIU1'!ES IS THE RESPONS*ITY OF THE CONTRACTOR UN'TL ALL CONSTRUCTION IS COMPLETED ANO APPROVED BY CHEM WATER _--- `i■r a_ cf'1 _ 4 d a 2gW , STGRtA PIPE I... . • ••.-pie SERVICES, AND VEGETATION/LANDSCAPING IS ESTABUSHED. THE DEVELOPER SHALL BE R1SPONS U FOR MIANTE?IANFI AFTER THE i yE 1 te 7- h' > N {w __ PROJECT IS APPROVED AND JN Tu THE LOTS ARE SOLD. -_ *- 0 POLYPROPLENE Z - CATCH BASIN AREA D RAIN_ ' •. _ FILTER SACK (WOVEN) 3 THE BOUNDARIES OF THE CLEMRNC LIMITS SHOO ON THIS PLAN MALL BE CLEARLY MARKED N THE FEND PRIOR TO 1 8 61/., , N P YPR PLENE r,AcI/ C7(?1�STRUCTION DURING NE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CUEING UNITS SHA1L BE PERW FTED. THE 3 - . mi 1; W❑V- U L U • 4AHKINCS %All BE MASONIC) BY THE APPLICANT/CONTRACTOR FOR TIf DMA MN OF CONSTRtJC110N 4 THE ESC FACILITES SHOWN ON THIS PUN MUST BE CONSTHTLJCTED N CONAJNCT10N WITH All. CLEARING 140 GRADING ACTIVITIES, i� i. :. :''_� :' AND N SUCH A MANNER AS TO NJ THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE ORANNAGE SYSTEM, •r�•f••�.. '� . , ,. '. 1 ROADWAYS, (X� 'ACIJITE APPLICABLE WATER STANDARDS. `•'`•?:''''''4: / CATCH BASIN GRATE 1. 1 _F_ / - PQ YPROPLENE 5 . THE ESC FAOUTES SHOWN ON THIS PLJI!! ARE MINIMUM REQUIREMENTS FOR ANIICPATED STE CONQIT1011S. DURNG THE 'f ;S� :'•••.' / ••,jr• :.,•.�`. � � 11'u I Itl 1 HIIINIIIIINIt1111111N C�NSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSUE '.% :�%•f•'.6:h ti ( iii:j , 4,i, 1 ,1 1 .';, is 1 1 CATCN ( Sf • \ lilliw- BOLI' THAT SEDIMENT ANO SEDIMENT LADEN NATER DOES NOT HAVE THE SITE. :t.:.:* "'''� LLJ a e' overlap aF angs. 6. THE ET FACILITES SMALL BE INSPECTED DAILY BY THE APPLIGANT/CO iTRACTOR ANO MANTA NED AS NECESSARY TO ENSURE •••:•:••••:.••••••:•:-/:.•• ••:•:y'y.f •••:-/:.•• z -- ad I'11, 1 111111111110 OVERFLOW I • 'NOR CONTINUO FUNCTIONING. .;:� ;�'}:x < I_ •111111• 'ca.. 1• �� 0. �.'• '� fir:{::: a to Z.5 ce WI »I STORM PIPE �j 7. THE ESC FAOUTES ON INACTIVE 9TES SMALL BE INSPECTED AND MAINTAINED A MMINIIUM OF ONCE AMOITH OR WTHN 1.4 HOURS :?:::...4.16....:::::::.•::::.:::: t:"r: ,,•;.•:• In _ - ti:.. ,y f::`v.:• .7 -J P YPR :}•i: :::•:ti 'r 3 4 FOLLOWING A STORM EVENT :.�f: I PLAN VIEW OL OPLE NE �'�'�;••,:• ''�.; �ii) t FILTER SACK (NON-VOVEN> • r 6. A T NO TIME SHALL SEDIMENT BE ALLOWED TO ACXIULAIE MORE THAN 1/'3 THE BARMIER HEIGHT. All. CATCH BASINS AND : ::flit l'r ;::i ', _ • CDNVEYAN(L LP') SHALL BE CLEANED PRIOR TO PAVING. TIE (71AMNG OPERATIONS SHALL NOT FLUSH SEDIMENT-LADEN WATER N `' ''•:::}6''` `` = _J + cn FLOW TO THE t;<1MrS1REAM SYSTEM �:' tO LI < /-�J �' NON--WOVEN POLYPRUPLENE SACK 1 V. J J�S.l... .. \‘ O L1_ I r J1 i C-I 9 STABIUMEG CRAWL ENTRANCES S4A1L BE NSTALL.ED AT THE BEGINNING Cx CONSTR1JCT1ON AID MAINTAINED FOR TILE DURATION < �_ •-- iE. OF THE PIZO.FCT. ADOI11(k/A1 MMEASURES MAY R1`AURED TO N9JiTE THAT All PAVEIJ AREAS ARE KEF+T CLEAN F(Lt TIED ATION 6, 0 z OF TIE PRO,ECT. 10. STORM DRAIN METS.,, BASINiS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR J Io y / c.n `'- " � � � D ITC H INLET I VEI,ETATION is RE-ESTABUSI#D. ' ` NOTES: NOTE:1 RECESSED CURB INLET CATCN BASINS MUST BE 11. PAVEMENT SURFACES AND VEGETAITON ARE TO BE PLACED AS RAPIDLY AS POSSBIL 2'-6- 1'=6._ N < 1. ADOI110NAL MEASURES MUST BE ,,_ x o CONSIDERED DEPENDING ON SGML TYPES BLOCKED WHEN USING FILTER FABRIC INLET SACY•S # 12. SJF.EDING SHALL BE PERFORlIED NO LAII41 THAN SEPTEMBER 1 FCR EACH PHASE OF CX4STRUCTKIN. zt�. 2 BIC/FILTER BAGS SHOULD BE STAKED SIZE OF FILTER FABRIC INLET SACKS TO BE -- • wHERE APPLICABLE uSING 221 1'.2' DETERMINED BY MANUFACTURER. 13. F THIERE► ARE EXPO�.;ED SOILS CR SOILS NOT FUMY ESTABUSHED FROM OCTOBER 1ST THOUGH APRIL. 30TH. THE MET WEATHER 4=0�- _ W•,11 E N TAK •R APPR • • P'R EROSION PT2EvENT1ON MEASURES WILL BE IN EFFECT. II THE EROSION PREVEJiTrS7r! AND sQIWEN,T CONTROL PLANNING AND oESMGN I INLF_T PROTECTION SEDIMENT FENCE Detail Drawing 4-16 INLET PROTECTION Detail Drowing 4-24 I I TYPE 5 Detoli Drawing 4-25 MANUAL (CHAPTER 4) FOR REQUIREMENTS SED _ - r TYPE 4 l - 14. THE DEVELOPER SN»A11 ROMOVE ESC MEASURES MIEN VEGETATION IS FULLY ESTABUSFED. Page 4-81 14 Page 4-109 Pae 4-1 10 ;451',11 - S�1YIE1�iT ffN HOTEL: 1 N FILTER FABRIC %ALL BE PURCHASED IN A C NTNUOUS R011 CUT TO NE LD IG1H OF THE BARRIER TO AVOID USE OF JOINTS. 01104 JOINTS ARE NECLSARY, ALTER CLOTH SHALL BE SPUOID TOGETHER ONLY AT A SUPPORT POST. WITH A WOW6 ---� NCH NOVd HZUW, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2"12' POSTS. ----- ,. 2. THE FLIER FABRIC. FENCE 'SHALL BE INSTALLED TO FOLLOW THE CONTOURS, WERE FEASNIE. FENCE POSTS SHALL BE SPACED A dxTEND BLANKET A MINIMUM OF MAl0AA1 OF SIX FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMIUW OF 24 WINES. 3' 4,80.'E CROWN OF SLOPE ' • 3. THE FILTER FABRIC FENCE SHALL HAVE A MPRIILAM VERTICAL BURIAL OF 6 INCHES. ALL EXCAVATED MATERIAL FROM FLIER FABRIC ,..------- '- ABRIC - STAPLE EDGE I' acFENCE INSTALLATION. SHALL BE BAC/(FILLED AND COMPACTED, ALONG ENTRE DISTURBED AREA I i. 4 STANDARD OR HEAVY DUTY FILTER FABRIC FEItCE SHAW. HAVE MANUFACTURED STITCHED LOOPS FOR 2"x2' POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON TIE UPHILL 910E OF THE SLOPED AREA. +IA g �� '� i �,,�S4441/ 5. SEDIMENT FENCES SHALL BE REWO' WHEN THEY HAVE SERVEDTHOR USEFUL PURPOSE. BUT NOT BEFORE THE IJP SLOPE AREA Q` o tom'" .+ ' / Y T f, !• : : ► SIDE AND END OVERLAP 6' J HAS BEEN PERMANENTLY S A8ILIZED ci. v . s•• .', 6- SEDMNT FENCES SHALL BE NSPIECTED BY APPUCANI/C7ONTRACTOR IMMEDIATELY AFTER EACH RAINFALL. AND AT LEAST DAILY / ,' � ' •.4 .� ..c. ....1....'...:4 , . •. . •.•• . SHALLOW S_OPES 4:1 CHR LESS DURING PROLONGED RA NFALL. ANY RE011RED REPAIRS SHALL BE MADE IMMEDIATE,Y. --___ • . 1::A• . , ., •- .�...• •k'A • V4 : ''.A 4• •. DORY T� INCHES OF BLANKET • •.'• '•4• '-,.v • AND STAPLE EDGE I' OC RADIUS 25' MNV p • �'4 / 1 - • CLEAN PIT Rt1N OR 2"-MINUS crtvEL 441►• It w SUOGRAOE REINFORCEMENT ,ew° • \ G%OTExnLF. AS T+Erx11RED , 8" MIN DEPT►, SIDE AND END OVERLAP 6' \-5- :- _ •20' ►NN. FOR SMGLE FA1NLr aVfl DIJPLf Y RESIDENTIAL ' :e', f,RAvEL CWSTRUCTION _-cup? RAMP MODERATE SLOPES 3:1 \ r `, \ .y ENTRANCE ; - \ PAVEMENT tr';. •■• r BL>rtY Ta` 12 INC►€S ��.�' y Ijt s> c " •w■■ ANKET IN 6'X6' TRE . .. % t -ll-y x•11,11.1•��11j;•001 1�'• 11=11 .1 =U' I>-11=1111 II,11 (0 .'. !=11=11=11 4,1t,r ' .. \\4, • '"---- SIDE AND END OVERLAP 6' G STAPLE BOTTFIN EDGE OF ' BLANKET I' OC ' "' NOTES: STEEP SLOPES 2 1 OR GREATER � a i; 70' LONG 131' 2 i' WIDE " 8" DapS F s .7: 1,4" ►IMUS CLEAN ROCx. NOTES. 50' LONG PT 20 WIDE 1 ON SHALLOW SLOPES BLANKETS MAY 3-6' CLEAN ROCA, BE APPUED ACROSS THE SLOPE. srir, / GEO(�COTEXT E FABRIC l KAT E 2. ALL BLANKET ANKET STAPLE REQUIRED AS �•' - 5.013-SOIL PUMPING PEP TABLE. 7 I CONSTRUCTION ENTRANCE Detail Drawing 4-5 MATTING SLOPE INSTALLATION I Detail Drawing 4 t• --' - Page 4-29 Page 4 42 ' r. ' y' ' ,��M . ` I 7. • .._ som� MN _� -- 1��o I 7`t i JOB NUMBER 814 _.__ �__ iNGINEERING r'L,HWNING sUrtv�Y>tIG FORESTRY �.. �� NESCROSSING .i 1 • _ __-__-- _ EROSIONCONMOL - D N CR, VA & A� ., �l �- ---.....-----.....-,------...---i 13910 SMI GALBREATH DRIVE. SUITE 100 pRE'AflED ION.COLA1 & SHARON ELSRIGER, LIG AN D GT, 1,1C ollllaDll `� - •A SIERQ, QR 97140 11575 SIN PACIFIC HNnr, PIM 1G0 �� SHEET __ DETAILS TIGARD .� __ NCI� S ANIS TIGARD, OR 97223 "SER H• �tl I .. s PHONE (503) 925-s199 FAX. (5O)3) 925-8969 P+#flNE: (503) 620-9515 or si L_ , SECTION 36 (TIS-R1w, W.M,) I AL DATI; s/3Of 6 5 t•j• I Ax LOT: 900 -• aRfAr m«•�um+Iw .. ;, ,, ..: , �. 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STA 3+36.89(27 DOR) SIr ATLANTA STREET BCA 323.94 �� - s_ ._ .._ _ ANTA STREET _ _ _ • t 1/4 325.95 + Q -- - - TO BE REMOVED __ - u:-- • r (?E1.TM 98 06'48" 3/8 326.96 - --- -�- - P . , ,, NAaiUS= 40• .00 1/2 321.97 as- as - - as 3+00 I + < I - - - -+- ' -\- ARC LENGTH= 68.50 5/6 328.96 1 CAS -as-- _ i 3/4 32'9.79 _ - fl REMOVE EXISTING _ - 2+00 �� --mss-=-��- - - _ - - ---+ 7. 7 330.40 - - _ _ - cis \ CATCH B SI T - ---- - I CATCH eASIN - r., < STA 3+76.49(67.6`R) SW ATLANTA STREET ECR 330 8 (WITCH DUSTING) _ -_ w-- -- - O $- \` SAMICUT LINET .�T-�� - •°� --�COtdTWrCfUR TO ABMIDON DOSING STORM ACT PROJECT ENGINEER SURVEYOR, AND CITY AFTER SCALE 1" - 10 FEET - - -- r,. - . !_ ,�` NOTE CONTRACTOR SHALL CONTACT BEGIN STREET TAPER - - STRING UN IS IN PUKE AND BEFORE CURB 6 POURED TO CHECK CURB GRADE, _ _ - --wr- T - _ __vs, �� '� _.�-STM C82 (CAST-IN PLACE GUTTER AND CURB INLET CATCH BASIN) ,i.....; ��STA 2+05.25(16.9?'R) SW ATLANTA STREET _ _ -w�--�- w, -- _ �� _ _ �•� ,�"� STA 3+45.11(22.85Rj ATLANTA STREET .Mr........................ - .••••• - T - - - w,` - _ ,-'- -� - -- � _ -- _= ;5� /--STREET LIGHT �� ~�� ; COONTRACTOR CONNECT TO LXIST1NG - •"�- _ _ ____ - - -,a - --=�" -END STREET TAPER - - - (TM) � I RIM: 324.92 ----, =- --- "` --- - -- -- _- _. - - -,- = = BEGIN STREET IMPROVEMENTS _ _ �� IE 322.61 or -- _ 5U 2+29.5 (22.00'R) Sw ATLANTA STREET �,,,,,,, ��\ \ SUMP 321.1f (18" WN) EF DISCREPENCY ' I - - - - _ - - �� CONTACT PROJECT ENGINEER - -- _ a►+ 4 ' Q $' 7.0' PLANTER �\ �'\ v ` Ep 2?• ' ---41' 0.5' 6 5' PLANTER 4 / \ \ \ PLANTER 6 0' 4 4 d --- -�- v- \ ! 9-1T (VARUS) 5 13' (VARIES) STRIP SIDEWALK -- - -` ° 4 ° • I • �_ -- - - ja 4 a ° 6.0 \° \ ADA RAMP CONSTRUCT PER STANDARD �� _ __ _ - ___ - - - .C.8---(G°2) - - - ° a ° 4 4 a a• ° ° wtIm CHAIR RAMP DETAIL. 128 `� STM C8 (CG2) 4 \ 4 n ° A A \ ° A• . 'L STA 0+39.6 5t�11 ° a ,�� a ! \ `1 Sf --'- ��i ? =STA 2+2972(22.00R) ATLANTA STREET -�-- ��4�� CONTRACTOR TO CONNECT TO EXISTING _ °• \\ Xl$11NG 'AVEIIEk �:..-• �. _ -- ` :�;� RIM: 310.84 ,,« 1 BEGIN CURB RETURN \` \ ° ` a -STANDARD VERTICAL CURB _-- - _ -a+.- STA 3+36.89 22.00 R SW ATLANTA STREET 1 IE OUT: 30816`;(10'SIN) P'� ( ) �\\ \ a 11`: I y ,'/ NOTE: CITY INSPECTOR/PROJECT -- SUMP: 307. 5 ° GEOTECHNICAL ENGINEER TO VCR>r<Y SAMICIJT LINE 2-1 Y CLASS "C' A.C. OVER \� \ ( / / • EXISTING ROAD SECTION MEETS OR 2-`1/2" CLASS 'B' AC. • EXCEEDS MINIMUM STRUCTURAL / 1 3' OF 3/4'-0 CRUSHED BASE ROCK \ 4it ...1 4 REQUIREMENTS DURING CONSTRUCTION -��- __._ r • e REPLACE IF NECESSARY '10' OF 1 -1/2 CRUSHED BASE ROCK 7 `� 4 f • . 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SUITE 100 . ..P ) KIR MALCOLM & !ARON ESUNGER, U.C. AND GSP, uC. STORMFLAN SHERWOOD, OR 97140 11575 alb' PACIFIC HWY. PIM 160 SHEET _�_.._ ___ ----- 1►GIIRO, OR 97223OREGON . ,. ,, _.__-, a TT.� }Y.•� : (.503) 925-8799 FAX: (50.3) 9r-6969 PHONE: (303) 620-9515 ANCA PROFILESEt,TION _. TA)r . T• 9110 71GARD �• 36 (�1�-R1 w, w M. , 1 ,44.0c 0044, j •bra ,._....��.v Il ..-___..._- __--,- ,.__-.-_. ---- ,.:. - .- - iw7 -t: y�.i -t r •k: y .....10'1'.. alt ,''�}A4Nr.rk+•fvt�.w .,,,,.,- ., .. �j ti.,.. , -'�^, . '" ,� i" r: ,'- i '+ yynrc asa� i:9,a.':'Mktfi�.1+R+1Pt14 ,.. .: ..;' „i ,. 1- ', 'i r `f' , II` ( III( jj .�.. •1 , ,.. " 11 i t .It "• II • LE Y STRIP + O ea„l 25X �. 4 t D • I q 1 1 y. 1 I d, I II7 I le til i P !33 4 > -til 9!7 26 2' , y .: , . 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N -' -' ° n 4 We STWARDSa r a '4 \ • ��— — "— d ° ° a d • a ° ° o- \ NOTE: SANITARY AND STORM SEWER r -- ° • \ TRENCH AND BACKFILL SHALL CONFORM ° iiilk \ _ — :. : " ` WITH CITY OF TIGARD REQUIREMENTS. \ I \ 11: . t i 1 \ \ \ r \ t I, \ , \\ \ 4 1 1 ' I '#' \ = 4 \ . \\...__... ; \ , i I \ Z'id . ! ° d d ,i k r 7 1, ¢., 4Q Q 4_,...„../ \ d I 4 I / t q r \ `' • 4/ \ 4 t / ' 4 / 1 ° s sr ,rwi v d ! / )__*----- _ I Q C � / r -!,• � 2K frIAY, A —sT� 14 . J ' CONNECT PER APPLICABLE .ap e ` I ; .. UPC/MC REQUIREMENTS I j Pr ° \ / ,' / tt. 4 4 !E: 325.50 I\ •—•1 .7 a 4 4 I "'st / ' ALL WORK OUTSIDE OF THE PUBLIC RIGHT—OF—WAY SHALL I \ CONFORM TO THE APPLICABLE STANDARDS OF THE UNIFORM . I 4 BUILDING CODE (UBC) AND THE UNIFORM PLUMBING CODE (UPC). °4° \ .i' r / tlit PERMIT MUST BE OBTAINED THROUGH PLUMBING DEPARTMENT. _ 1 v r 1;' ,r• t,11.• _ 4 MUST OBTAIN PERMIT THROUGH PLUMBING DEPT. (LICENSED ' e 4 ; , / PLUMBING CONTRACTOR FOR STORM) —` owl° - Ps, 4 1 , I i' i 1 / I JP L; *I I • / I 7/7 I d \ 1 4v'ffl4 i / -, I \ 4 ThrMAX il 4. .,,.. _, _. ., -• v 1 I i y r .rte / / 7', / t . t 1`, ,. CONTRACTOR TO CORE EXIST>hG ' I / r .; ' xSANITARY MANHOLE AND CONNECT , / 4 't, EX SAN MH I 1 4 IE N: 324.85(6'NW LAT) I / IE OUT: 324.65 ( / iv a I I I / { « - I I I I I SCALE 1" = 10 FEET ; i 0 111.11111511111Pre— — I I ill c Co n m o f • • 4/4//://..' ,s i r , �, ► I a I I I I . ° I , 4 1 I 4� KE' ! I e , d ( , A -3-0 • • -..J1 TE, _ � , 106 NUMBER �_ ________. .. sANFrARy sEwER t _ ENGINEERING • PLANNING •SURVEYING • FORESTRY '... '• , JAW AS NOTED I�, • UCOISED N OR, wA & Al( .,,..r,+ AHH ... . , HAINES l.;4.01). 0" 814 13910 SIN GALBREAIH DRIVE, SUITE 100 PRERAF MALCOLM h SH/CON LINGER, U.C. 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' 1, .a; u -' • .. . w ... n rw , �[ 1YLWJlfliklA!, $rrAiMiuJLYWYwI,M+4iIN •-_ A a. -..�_i r._ww:.Nyru, uirMrY �t'.M++ fiM1G00Y.w+ _. . ,-, r 44.1 4)114 .4mdeig.iWY . terse . • " � idLWLIWIYIML.K1iv_ - _aiu..w. - 01 SW A_T_ LAN�'A __ STREET __ __ ____________ _ _ _ _ _ _ _ _ _ 1.40._ ..._______ _ _ ___________ , _ _ _ , T-- T _ `\ — EXISTING STRIPE: - — - , _ - - /*- „`` — _ -EXISTING FOG UNE — — PAVEMENT SAWCUT — —- TO BE REMOVED f NEW 4' WHITE - - - - - -+ - - -'" - -- - FOG UNE \ '��_ • 4' \ \ NEW WHITE STOP BAR \ /.47. \\\ \ ' ' � 4 `' 4 l0 ? 11 � l Oil' -1 f SLANTING LEGEND TOTAL INCHES MITIGATED: 40 ( ! a - O / / . . EXISTING \ \\ A,.I \ 4 4-------- ---- a v n a O d a a a `- �\ \ a RELOCATE EXISTING EXISTING c ° a ��` ° a _ STOP SIGN ARROWS TYP / • �l TATARIAN MAPLE-ACER TATARICUM 3 1/2' CAL/18' OC./25' HEIGHT, 15'-25' SPREAD AT MATURITY ° d ° a .l �``� ° \\ ) I I / . i • ca 0 '-NI . .. . ., ,. . -: TATARIAN MAPLE-AGER TATARICUM 2' CAL/HY U.C./25' HEIGHT, 15'-25' SPREAD AT MATURITY 0 e �� 41* \ I //e i, I EXISTING FOG LINE TO r P.► -\I�' e ( BE REMOVED THUJA PUCATA WESTERN RED CEDAR 6' • ; .: = ,® ' %i' %It II" G G * �, L n I /// / ' �_' CHAMAECYPARIS OBTUSA 6' a / 4 4 • ^I Ire _ _ / ~ S e � I I / / M / '' r � '�,..� I •-LATCH ExlsnNc lik o ° • I I FOG LINE v a a / 'i 4 Iii 4 , 4 .. + / rI a O BERERIS TIiUNBERq 'CRIMSON PYIAIY 2 GAi. "A II _ da — - �i� ��'�..I� a EXiST1NG FOG / • l' e TO BE REMAI OA 4 1 e RHODODENDRON 'MANSOME' 5 GAL 11111 ° e t d • BARBER1STHUNBERG 'R,C' 2CAL r' LI .`:, 0", ° / e/ / , • v g PHODMA FRAZERI 5 GAL • • :.,� ,�r` VIBURNAM DAVIDN 2 GAL NI " e d /(0 v 4 / / / a/ • . VINCA MINOR 1 GAL il.. ....... -1 • A(ER DISSECUM-JAPANESE LACFIEAF 36.-42' G -f RELOCATE EXIST! G ° r. Q M a i% SPEED SIGN 4. I • \r / ' AZALEA 'HMO CHRIMSON' 2 GAL v 4 l 1 ,, / d / , ,�;r 11 N 0 0 ®ligi 1/i 1• /. SPIREA 'Gtl1 DFLAME' 2 GAL v TV/J1 C / J EUi1NYlAUS FORTUNE 1 GAL if ' /..1,. , , , a I�URNAM TMIUS-SPRING BOUQUET 5 GAL ~, . ' r (1!;%. ill :. / .LICkfl. 1 . / . .,., II r , , • ARCTOSTAPHYLOSIIASS 'KKK' 1 GAL ��'�/ v e e ....." fs `__J / 44444 • / EXISTING CENTER • ,oti, r ,,t I e e 4 ,1 ,r+ a AW �i mi.:.Jig UNE STRIPE f, '' — .- 0 0 ott.. / / a „,..: 6) e, ,mt. /„.. ,„,..,Aki;:',2i: I',,..•-• ,s., I. r �4 S d•� 7 4. ..i V. � I '° • i // Y V '' ' — —r NOTES: ;0. 0e4.* I . i,trd)�' Yif �O a / • ,Y e 4 , ' Q ` •* . ` .. ` A,;.r f' 1 STRIPING MATERIAL SHALL MATCH EXISTING OR CONFORM TO 1HE FOLLOWING: `� . , GIP -EQUAL OR BETTER THAN DURA-STRIPE (90 MILS TACK FOR I.ON(A1IJDNAI !ItdES AND 120 MA.S / / i s '.n r r � 1, • ,1 x 1 '''` ,' TRIG( FOR LEGENDS, ARROWS, CROSSWALKS AND STOP BARS) / 1 rh • ' h ,:tkid.i✓' i1. r•, , 5i :ir talk k -KM 3M STAMARK PAVEMENT MARKING TRADE (A420 FOR STOP BAPS ANO CROSSWALKS AND ‘ _ - 4 • -,, I 1 F �s y \ 1, s;'. I'v, `4`,•r 1 A380 FOR LAME LINE', ISLANDS, AND ARROWS). INLAID TAPE SHALL SHALL BE APPLIED DIMING THE 5 f•i(c).) :.; FINAL ROLLING OF ASPHALT WITH A F1NI5�1 ROLLER. �y— ;;1 -1 d I 111110 • .. r•`• A. 2. ANY SNIPING, BUTTONS, OR REFLECTOR MARKERS DAMAGED OR TRACTEO ,MIH ASPHALT OUTSIDE e I 4 a ','`'. ':,Y.:*•• • . THE LM TS OF THE PRO.CT WORK AREA SHALL BE RESTORED TO 1HE ORIGINAL CCOIDITION OR — '” / f REPLACED AS DIRECTED BY' THE CITY ENGINEER. a alt * i 11 SCALE 1” = 10 FEET a r lik 1 0!1.1_1111111_11_1!1_1%.111W a s o c o .. / _--...,1, M 1' i �� I }• • to,. ,....,. i /// I L I ----i----- • �EVISI�I�So �T`. H--,-� ' �. 1�.. �t N .. � NUMBER rl`I _ _-_ ___ _ ENGINEERING • PLANNING •SURVEYING FORESTRY AIM AS NOTED ti+ _�.___ ___ _ - �/ X14 ,, :r , �I LKET�iSEI) M OR, C , & AK _ �✓T ' '""` '� ._._ --... LANDSCAPING ANLL at a1 � • 13910 SW GALBREATH DRIVE, SUITE 100 AD F MALC(XM ItAsHanARcZryasfiABGER1611C. AID GSP, LLC ` aara�N�---- ____._ __ _ .� S IPINC PLAN AKSHERYMOOD, ( 97140 11575SIq (f, + lr. e' 12 SHEET 11GAR0, OR 91223OREGON �,1,�fR N•�,� OF 15 "` 0101®MC I PdES1RY PHONE (503) 925-8799 FAX (503) 925-8969 PHONE: (503) 620-9515Timmf �� ` Iii-____.. �. --- TAX LOT: 900 SECTION 36 (ns-R11M, w.M.) RENEWAL !?ATE: �/JIl1/OS l .. _.. , ..-•.-.,+-........-.__.-..-._..... _- -_.......,..•. _.. _. ....-..�,.,,,,oR,.Ramn,�nernanwnn•-a•rlw'1iw: .,... ..»,»I>ao+aw � �• MWy `._ ' i: Y .... .. . , . •.,„ , , , ,,... . .. , J le 1 III 1 1, Ill kl,li 11 Iltl 11,1 I Illi 1111 Ifll Irll If11 IlII Illi I II!! I 11111 II11 lIII 111! III{ IIII'llli 1111 illl 1111 !III II11`1.t1 1111}�!}� U11 !III ILII Ilii ILII I I t III 111 ;, � ' I V I I I I ( I I I I I i i - . . , 25x LEGIBILITY STRIP I p 1. .+r:� Cf2'4 20 2 2 1� 1 10 I i 12 13 14 I® I 18 Ip 2 21 22 �3 !t 7 28 21i �O ; �� n • : { t 1 , i p. Y• 3 - • • y .•...k.,...4•;,-.,....4) , at Y, , � k2 ,, 7 '•w i 1 9 , i; 7'• a, t�' � yr , - _.. .._ :.e .. L'uu., .La,.r.. .. .:,aus.u.:x. ,.. --_. ......n.. _ ...,-__._......_.�...�.r.._.—._........0 ... , ;t. ,•;!..!I • Nw !‘" '41/'. . ,, .. , . ,,.,.; .t. J111 • • • V i - ,.,r.� .a..r.•"►,w a..rs n,nVWiYr .a r.Wr.rr.+�Yla. -. .. i,a.ti/Yi.w'a"uFl:i. ,.. w.a_aY.:ti'�i�iSrJw...:..�..-..,. _—_ _ _-- r•.•._r....... ,_..... .. a.,..,.. �.. _. ... .; _.... • ,: ' t.i.. I I I LOT X I LOT Y LOT Y I LOT Z STREET LIGHTING NOTES; 1 I I I I • SECONDARY I LOT X LOT x 1 LOT Y LOT Y I LOT Z 1" SFHEDULE 40 PVC I 1. LIGHT POLES SHALL BE PGE APPROV."D 30- & 35-FOOT MOUNTING TRANSFORMER I• I I (2" IF > 200 Lr) I HEIGHT GRAY ALUMINUM LIGHT POLE VAULT _ I ___ -,_ -I R,/W I -- I -- I ---R�W PGE APPROVED 30-1OOT LIGHT POLES ARE: LF5-Existing 1 I I I - VALUONT/LEXINGTON 270845805T4/1MA06328 Streetlight __-_-- \ 1/ PGE HOUSE HAPCO 21-645 - \>1 4 SERVICE PEDESTAL UNION METAL 150-660(RJ)-Y252X28I" MH=25 i___JL_______ PGE APPROVED 35-FOOT LIGHT POLES ARE:-_ VALMONT/LEXINGTON 3208-45805T4/1MA081_f845 _=- — — - - - -- -- HAPCO ;1-867 `1" SCHEDULE 40 PVC IF RUN UNDER 100 UNION METAL 150-B60(RJ)-Y25X33 2" SCHEDULE 40 PVC IF RUN OVER 100' 1 .' • ,.... • L. L la to r tt. - ------- 2. JUNCTION BOYES SHALL BE PGE APPROVED SPLICE BOXES r r r .r r I. r r I. r r r r r to to u - RESIDENTIAL r 4 t✓ to r „ V 4 tv b r r r r r r to to r r • PGE APPROVED JUNCTION BOXES ARE: r r r x, t, - Alamo,WPW I. t. r r r t. _ - _ -.� _ =�' TYPICAL LIGHT POLE CONNECTION TO ASSOCIATED PLASTICS PV1324-18 _>r k-, �, �.��.-++ �-L-L-'� '- �.----- - —� - - �- - / - r-.- -- — - '- r r ►d i r 10 U r r l -r L 4 t. u I. r t. r 1. V - HOUSE QUAIITE PG-1324-2511-84 (GRAY) - ' TYPICAL LIGHT POLE CONNECTION TO PEDESTAL ON DIFFERENT LOT LINE CDR A10-1324-16 r r r r r r r r r ti 4 r a L r r L L ± 4 r r 4 r r to r V L 4 r b L r V r r L ' NDARY TRANSFORMER VAULT -'--- - r r r •,I to r r r t• r r 4 4 4 L 4 r 1. r L :�"/ - --- y; E C '----- NOT TO SCALE 'FLEr,TRIC" OR 'POWER' SHALL BE IN THE LID MARKING AREA i T , _ NOT TO SCALE7 -- ..- 1 .--j--_- .- ��, / _ LP3- _Future Strcetli hc� s-- DETAIL A DETAIL B 3. LUMINAIRES SHALL BE PGE APPROVED 200 & 250 WATT HPS, �"'�� MH=30 • ._rte 240V, MAST--ARM MOUNTED, SEMI-CUTOFF, GRAY COBRA-HEAD POLE 1 e v // Ft AT LENS FIXTURE WITH A NORMAL POWER FACTOR REACTOR ;i LPI-ProposedAo BALLAST, WITH TWISTLOCK P.E. RECEPTACLE. I / Streetlight _� �. • I • PGE APPROVED LUMINAIRES ARE • '� %T 'Jai;: MH=30 — APP. , ' LOT X I LUT Y , 1" SCHEDULE 40 PVC 200W .E MSCL20S3N22FMC3 ----- • / 1 SCHEDULE 40 PVC 250W GE MSCL25S3N22FMC3 t • /1" POLE 3- R/W -- PGE HOUSE - - --_-- -_ ./: . i SERVICE PEDESTAL PGE APPROVED-. -R/W 4. THE PHOTOELECTRIC CONTROL SHALL BE POE APPROVED TWISTLOCK, ,% LP1-P-oposed ti v r, L r JUNCTION BOX _ FAIL-ON. ELECTRONIC, 105-300 VAC, 60 HZ, PER ANSI136.10, BRONZE ' ` Streetlight L u r 4 L r r r / t • _ ' HOUSING, 1.5 LUMEN TURN-ON, RATED 1000W TUNGSTEN (1800 VA • , u .. , MH=30 t. L �r 4 r r r r �I - ` BALLAST) 1,5:1 TURN-OFF,/TURN-ON RATIO, SOLID BRASS PLUG BLADES, I L__._ / _ • _ - -- CONFORMALLY COATED CDS CELL, 160 JOULE NOV. 2-4 SEC. TURN-OFF t t, _ i L u L L r v a -- 5 Imo_ UEWALKDELAY. 1 i «•—,_ rrrrtt. tsut. r. - — -- 1BD ` , t. t, ti }, v r r • IF PROPOSED STREET LIGHT IS NOTL I - `T ON THE SAME LOT LINT. AS A HOUSE 0,5' CURB I PGE APPROVED PHOTOELECTRIC CONTROLS ARE ' ( '� o t.�� ~ >v r - I I TrT7�� 1 LL l/ b is r r S A THENSERVICETBD D1t D124-1.5-SMBR _ ' �( RVI ' PEDESTAL,ST L E SHALL BE PROVIDED BY THE NEAREST RIPLEY 6390-CBR r r_ >, �. L r HOUSE SERVICE PEDESTAL_, SECONDARY I I �< " r r r ' 1 ," TAX LOT X00 r r r r r r , TRANSFORMER VAULT OR OTHER POE .±D >4 r L r v SERVICE SPECIFIED IN PGE LINE - — --- 5. THE WIRING FROM THE SPLICE BOX TO THE LUMINAIRE SHALL BE PGE -- APPROVED /10AWG, 600-VOLT, 3-CONDUCTOR, TYPE TC WITH SUNLIGHT r 'r r • ' / EXTER'SION DRAWINGTYPICALBEHIND SIDEWALK LIGHT POLE �T T 4 -MIL JACKET, SUITABLE FOR DIRECT BURIED C `' �--- .`-� r r r r 4 i BE DSD RESISTANT JACKET, 5 r, F T. �Q _ -- r v r 15/ APPl1CAf10NS. Rl.TED 90 DEGREES C DRY AN_ 75 D_GREEa C WE TYPICAL LIGHT POLE CONNECTION TO CONNECTION TO JUNCTION BOX Y �w - tit. r . • HOUSE NOT TO SCALE FOR 240-VOLT APPLICATIONS, THE PGE WRING CONFIGURATION IS• ! r to t, ► r-r oi •' PEDESTAL O N SAME L C • La to to 'wo i ` i LINE 1. P('Z TO INSTALL 1-4/0 ALUMINUM TX CABLE TO EACH JUNCTION 80X. BLA AND RED (HOT) , ,. J r v u r v F_r a NOT T O SCALE 2. CONTRACTOR TO INSTALL 3/0/10 FROMI LUMINAIRE TO JUNCTION BOX. GREEN (GRt�lIP1U) `, v,� / fti v r v • II Y i, I KEYED NOTES: DETAIL D ------ �' • I POWER SOURCE LOCATIONS TO BE DETERMINED DETAIL C I j -- _� t ; _ 1d 111111 ( , BY PGE ALL LIGHTPOLE POWER SOURCES MUST ;. t I i•, -- I BE VERIFIED WITH PGE PLANS CHANGES IN I ' I - POWER SOURCE LOCATIONS WILL REOIJIRE AS • __1i I I --- is, LP4-E sting' Streetlight •` BUILT DRAWINGS, 1" SCHEDULE 40 PVC / _- R/W , I MH=30 -0••aQt , I LOT X LOT XI LOT Y PGE APPROVED-- — T - I - /~ SCALE 1" = 30 FEET •--SECONDARY PGE 1 JUNCTION BOX • 3 SCHEDULE 40 kvc I I TRANSFORMER POPOWER I I i ' t ' . VAULT 1 R W ...' __.- l 1 �` o o 1.. T - -5' SIDEWALK i --�— =____- - �_ _ I 1 TAX LOTS 1 00 & 1400 . I . ;;: L.:C PGE APPROVED .. 1 PGE APPROVEDj� I i , I -- $ '' JUNCTION BOX , JUNCTION BOX •,, •• x-0.5 CURB I I 1 I i A ... 11.,. —_ ._ __ • _----- -- -- ----- reD TBD .'.• TAX LG T BOO 4 -3" SCHEDULE 4C PVC • 1" SCHEDULE 4b PVC t I TAX LOT 1200 , LI LEGEND • COLLECTOR/ARTERIAL _- - - _-- - - - TYPICAL PLANTER STRIP LIGHT POLE .. -- 'PUBJC SHOE BOX STYE STREET UGHT I .. . - -Luminaire Schedule - _ - " 4 C ONNEC]'ON_ TO JUNCTION BOX - -- - NOT TO SCALE -Project: Ali Projects - - - PROPOS'ED 20 FOOT BRONN_, DIRECT BURIED TY PIC:AL LIGHT POLE CONNECTION TO T I PICAL LIGHT POLL CONNECTION TO A.rm Arrar, ement LLF FIBERGLASS POLE STH 8 �� ' 100 WATT, ''ECON ARY TRANSFORMER VAULT PGE PQWEF� POLE 1. PGE TO INSTALL 1-4/0 ALUMINUM Tx CABLE TO EACH JUNCTION BOX. Oty Label -- WattsLumens Description 9 240 vDLT "$HOE BOX' STYLE LUMINNR. • NOT TO SCALE NOT fO SCALE 2. CONTRACTOR TO INSTALL 3/0/10 FROM LUMINAIRE TO JUNCTION BOX. -2 �LP1-Proposed Streetlight 200 22000 HPS, 'Cobra' style, flat lens luminare mounted oro 3C aluminum light pole. 6 SINGLE 0.690 DETAIL. Ci 1 LP3-Future Streetlight - 200 22000 HPS, 'Cobra' style, flat lens luminaire mounted ora 30' aluminum fight pole. 6 SINGLE C.690 - 1 INf31 PVC 111TH /10 COWES T1t111hi CONDUCTORS. rF :,: r r,.:(... DETAIL E DETAIL F — ,t-1j',/,,,,40 t 1 LP4-Existing Streetlight -y 200 22000 HPS, 'Cobra' style drop lens, mounted30' ora power pole 6 SINGLE - 0.690 ', ' U ' St t grayfiberglass pole 6 SINGLE 0.690 • • 1 LF5-Existing Streetlight 100 9500 H. S, 'Cobra �.yle, Flat lens luminaire on a 25 q - - PROPOSED 70 WATT wail PACK LUMINAIRE. c,''brY ';int —____ - 1- - -- -- - ____ _-_ -- ALL LUMINAIRES TO BE HIGH PRESSURE SODIUM CAMPED. $E ?i UGH! POLE LOCATION TABILE 0 -ALL STREET LIGHT�IG SPECIFICATIONS PROVIDED BY NORTHSTAR • ., " ,f,` ,: Pole No, STA STREET IL y Dist. R1 ? FIXT. TYPE CONN. DETAILS ELECTRICAL CONTRACTORS, i`. —STREET IJGIiT �SIGk TO MEET STANDARDS ANI) GUIDE LINES r• ',1 n "„' ",,i. • 1 1 3+18 SMI ATLANTA STREET ri R LP1 A STATED IN 'ILLUMINATING ENURING SOCIETY OF NORTH 41',4.t,',•;‘:.:,. . 3 --+— SW 68TH AVE 26.5' L LP1 A AMERICA”. 6,,4' raNQrthatar Electrical Contractors ., 19450 S.W. Cipole Road, Suite 147 Tualatin, Oregon 97062-7111 , p. Phone 503-612-0840 , \,, 1, 1 , , Fax 503-612-0891 Email info(ONorthStarFlcet.com ,•: .�.� .mss.,.. V �. I JOB NUMBER • 'EV1510NS: t..% , ENGINEERING •• PLANNING •SURVEYING • FORESTRY :. . ,1 JAI AS NOTED AWES CROSSING 814 STREETlh N 1) N OR. WA AK r: r,, ,;. Ir, ., • •r '.—� —_ —.—.—.: 13910 SW GALBRREATH DRIVE, SUITE 1W / D : MJ.000A & SHARON ESER, LLC NI) OSP, U __ _ LIGfT'ING FLAN SIiER 4, OR 97140 11575 sw PAf3F1c HWY, PMB 160 SHEET _ _____ _.___ __.--_ > FAX (50,3 925- TIGARD, OR 97223TIGARD US-tir 13 -.. ::.. .Itlrt t.+ PHONE (503) 925--6799 ) 69(34 PHONE: (503) s2t1-' 515 SEC110N 3b (T1s-R11�, M.M.) " J TAX LOT: 900 1 - ...__.....w...a..--•-------• __ ._-._ _.__..._...._ _ • .14r+ ,, ,a.>!�!!+a MJRuas6.*Alra 'kyr r+Kr•.5.�.�NIM�N7a•r.. rim. - .:.:. �..-,.. o -.' .. __ ,.•_,,,,,,,,,,,,,,,,,,,. .._..•._,...,,. ., n+«.- .."` ,,"^"^ dt�KP^"'*^._ :,�y.,.., •—.:.,. .. ,. � �� A` 'VETT' t'A.FWCri.«t:.s�, �.: -. ,. .. . . :- .....,. ;' � , �i �• , I 1 :u:: t , , ,, , ttlu ! ut,:o , u�ttt , , :t '1 - .,�,, ,..,.. .,., '.':.. .;:r .�. (r RI I, I., ,I (,,1111 1{Iltif i+ Ii,II t i,lt1 tt: ILII iIII !1 I,I 1,111 ill! Itf4 IHi111i1 IlUillli 11. f t1 1111 In;:tlll !LU •II itllt1111 Nli ILII III; 11!i 1111 It'•i ,,1 111( till Ilia 1111 611i ": : 'Ill NI! I'II ►1i 111 ILII 1111 !It" .;. I ! I I I , I ( I i I I I I I I I Y? ,Tama.,0. c II 12 13 14 '. 1e 18 1� iso > 1 it>f! 3 $4 SifD iP.e �� Zr 3O . LEGIBILITY STRIP' .. ,••••• . , ,/, I , ' 25X 1 , • ,, • r. x t. .. 1 ,. ,;,,I,:.''' .' .." i r .' it ,+ . + / t: - t P Li a+ A � �l it i « nrr+r.Y�" n - Wi; — . , ,, ::4it 1:,:44,,...4:,:.'.171.... . , • „ a ,, e ee i.• w.. ,. „- �y ��Il q a,l q.q > .,t, i w 6 W f- 11 usfy� �7+ t ��' 1 v'Ii ,7 .. + cri • ;� • • -�o y�.�k , t:, F • • ........_.... ,,....,:;.,.w..•.. _.....,..::..rl.......�,u,.,u:..,......... -_. ........,..<........,.•�ww+r.ulrrw.ws:- ,.J,.:u;-�._.■rYwr'...ww..lt.. ..,...x.....................,..+.+.,..,...a.k.■,.:..W..,w..♦.....».,...,........_..........+.,.r..._.,...,.. ...,..<....».�.,. ,. .. ,J M ,.,,. .'..,.....•-.....iw..u.rw•..»«w,wn..,rVw'..w.,•.... . "., r, • • • • tr, T.� • ` �, -. ., o� .+.moi • , 4 OK 1�D- w_� . RECESSED bEI1 NO. 3 BARS - - B 7 SEF STANDARD DRAWING NO. 255 •• NQS NO. 3 A AK - ATs o.C. �jFOR FRAME AND. COVER. T SAN BARS f ,.• ,r • . 46" . . • 4.4 • • 40 •t xl •. •4• - i• •Il II!•Ni0/�•••__- r•.. • ' ' A 11 • t 1111 ■Ir Ir 41111 4. '� • .,i • Ply.pun�I-r mu MI RI IMMO•• . a z 3. t1a.11i 1 1 4 L..., , • r TT.. ..• •/ .77. ,.. ...... : • `, •i .. ' • ice •IUIIR - • �' ti 2 1/!' a t/2' _ • • I �M�111�� a0 FLAT lIM-'� SECTION A-A .� - - •. r 1 rx : , xa ' 1 RE�'0 CURB INLETS A _ PIAN VIEW To BE RaNFORCED PLAN Ifie PLAN CONCRETE RISTAUFD of e........L AVANES1 1r[W'�' a FRA AI cO•MONO Of f,.� • DRAWING N0.ANCE n OP or 13 1 rW J/C X ! 1/Z' PLAT DART 1 • • + t . . 4 • • , PAVEEIIIE1iT r • - .• ./ ' W. y• 4. . WEEP 4• .. NORMAL LOPE ` • • >r �+ NM 1404.. •5 •3 0 • '• OF PANIMINT r ♦ •,. . It MOO W111 - •'�•� �I 3/f' ROUND i MAX • (WI zi f !i----- r M r II - 114, •'4. • 8' FOI f'011RED M a, PGI ACE •. 10 '4 ' , _ .. ; s` w + NO. 3 MI • . •, OPTION OONEI. •SIT- NO 3 r r AEDR REC STT , - • • /3 OF SWAM AREA �' • a FOR PRECAST .•••• •• ' 1 • - TTP Ix�,H I SECTION A-A SECTION B-B KE HOOK ]/r' x 2' FLAT • •: : t l r;h sees v. • . t / ^el 1/ . , _ ._.-_ .d.... sees._ Tees a.•.rr.,... .� ..r....YY..w, ....a..•Y�. ,.w•:.• �. w �.......�,r.:_ w ..... . .._ r. .._.. .:.. .. _ ..w,,. ....�._... -.�. . .. _ _ . ..w . . •.+'wY+Yrawwr%+diMFwnMLnl.irrY 'rw:'wY.r:...w.u.rWLWMrJz.Ynrrr.,: .",.a..::.:..Cr.a._ru++..�:,:.:-•..:sees awwu�..:xr.wn.i++.�.r�..v.r rrw..Ywd ...-_- ..-':-•�.w:44i•+nJw,.eu.....,..-:L::+r.,,w.,w.....w,:.Hwuirw+w..LJ,w►u1xW A.w,,..:+we.J....uW+Jr+...lYa.rW.,WrYLHIW1J:rYL.rv.4WairYYwifLWeMJ+uJrYlWYV � .. nYtll:"..J.WUWrrr -u?1W1.nrIW . .oh. • rs • ._--._ ._..�.w.�__-.-_- ..,_. -._-�r�:--.,, - _-__-__ .--_ __ .- -�_ _ 1 • I �_-- SAWCUT - EXISTING DRIVEWAY - MATCH WIDTH & GRADE 3/4" R 8" EDGE ` TOPSOIL MATCH EpSTN.G MA1UeM. aa.- • CURB JOINT a OR AS R rW LINE : , Sr MIN. --el SEE NOTE 5 ROW '- CARED TED'-(� - EASE MATFYt1Al 6. ,�-- DRAINAGE BLOCKrJt1T _ - _- _ �. VARIES 4 y y' 3 I_D. PLASTIC SEE NOTE 3 .1.,' i=i,=.1=H=H= 11=11=11=11- �--L_ PIPE W/COUPLING - i+;�; .. .• =lI=11=11=11=11 I1=11-' .11/' -- L_ , 1 I 11 ! I �/ j/ ° a i I m u� o 5' MIN 2X 3 2i •• • 1 -2" OF 3/4"-0" BASEROCK �0• 0 0 o 16 I •- ! Ilis'n'g ! SIDEWALK1 COAAPACTEG SUBGRADE - I 1- 1111 _-_ A0 O p o 4 y I I E� I A • ---/--- SIDEWALK. ADJACENT TO CURB o ° �o L ir_ J- `�' - 30' MAX s' U4 • , 10' MIN • ,•�- 5' MIN. ROW r' ••� PLAN • • k----9" -•-I y,r�ryaa�t - - ' ii if W f ROAD ,:177----1-.1.-F%•". � Id 1 i•�Ii1-11`-11=11= I1=11-1I=I1- W itri 3/4" ti•, :11=l1=11=11=11 11=11- J..- I. 72" OF 3/e-0" BASEROCK - /. _ !'g�• •STREET �- '"` � ' M COMPACTED SUBGRADE NOTES: r rt r 4` «�� 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT jr TANGENCY °• ° � BELOW \ - SIDEWALK AWAY FROM CURB OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING ear-_ 2" Of AGGREGATE NOTES: TO A MAXIMUM OF 20 FT. ----_ M (3/d"-0") COMPACTED SECTION A-A Y 1W/ - 6" X 6" 10 GA MESH 1. CONCRETE SHALL BE 3000 P.S.1. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL iiira :.21. 4,411 � �n SEE NOTE NO. 4 1,, OF 1-1/2" TO 3"r WITH A MI1eUMUM THICKNESS OF 1/2" ti BE SPACED NOT THAN ;;�; �I``; �`�;� -- e !NOTES: ?. PANELS 1'O BE 5 FEET LONG. 3. TRAVERSE WITH A DEPTH OF ATOLEASTNONE FOURTH OF THE CROSS ES SECTIONAL FAREA. APART '`'I,`I`�`��.-``�` 1 P. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 4• CONCRETE BREAKING STRENGTI i TO BE 3000 PSI AFTER 28 DAYS. TRENCH ON, AS REQUIRED -- 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. UTILITY VAULTS, WHEELCHAIR RAMPS, do AT SPACING NOT TO EXCEED 45 FEET. 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/.r'" RADIUS ALONG BACK OF CURB. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE AND MAX. OF 3 FEET FROM PROPERTY LINES. CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE NOTE: MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 1• SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. • OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 2. JOINTS TO BE TACK AND SANDED. r 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 3r SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMIJLSIOI'•1• PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. •..Kokes sr P40 SCALE a �sr. NO SCALE 1' NO SCALE - A Mw1q�sr NO SCALE AGUSTIN P. DUENAS CONCRETE ENpNEETtINs OEPMTNCNT GJSTIN P. DUENAS ENGINEERING DE AGUSTICUENAS / AGUSTIN P. DUENAS - • Drro lelc o DEPARTMENT - - -- ENONEERNG DEPARTMENT an mamma DwC. N0. CITY MONltt, DRC. NU alts LW HALL ave Oroumr DWG. N0. ,�,2y eves HALL altio - _ TRENCH / CITY t» STANDARD DWG. NO ISIS ave NIL IR* 17123 eve.NALL Kms. STANDARD CURB • waver MOM.ma MARCH ,99• SIDEWALK EWALK „oNo acoa+enzt .�' 'e�1 CITY a - - vase f :rig,n - _ 1 2 0 CITY CIF r0 D "acc: I t w)a� .�:y 1 2 5 __ , 1,4101:0019911011 BACKFILL 18 0 '' f ____ 14 2 1.1' =,� ) vim.esos�aN�m� --� wave MART).��n�� ruc eM-t2n - r ts� es•-72o7 1UlACH 1949 of } M�MOV.2 W1x M'MOVAI OAR �_ .MM7VM DATc I I I M MARCH u wTT DRIVEWAY • _ C!TY OF TKiARD •"' ea,•.0-TintCITY OF TIGARD •"" Soi ee. Tin - assn. .�. --- �� . __ _ • ►' - . !/ �' - A V B... ATMOSP?EWC VACUUM BREAKER --- • On. AYE r.gnhed for mob irrigation eon.. no oontrol velvet (ce/oho sake.) CROSSWALK STRIPING • 4;7 aSotred aorastreem of (after) se AYR. 17./1- I • Leeb AIR must be ►a3Gfted e minimam, of rig inches (o') abort Use highest PC/PT • EXISTING PAVEMENT DIG OUT REPAIR - SAV! CUT OR GRINDING point of water ,n the tone It serves. _/` . - --�-�^� • iic chemic f Wil,r may be Introdtrod Into an „TTZation system - ` �A, COInt No pumye a back prewar,on aide of (offer) en AVE. SIDEWALK • OCCURBSIDE w , • V • w ri.�. - - / '�' S' t.. . EA LIJ . 6 '1141SALP-A P .44,$ • z (str/ N \7 \--CP• 5' as id a r4 As&iiiiPli 3 t• Piew to ; � .Jr ai 1 _ r"+9r19r•'r�' • 0 0 . e o • 00•AZ,.., r Ioo0vo .opo oo0,e .009 _, PROPERTY LINE J 1 , -,i, a 0 00 o•0. o A8. 0 00 o pod J AGGREGATE BASEROCK -- --- • - --f+--- „_I , r 0.Ooo .0 r'Oo O.Oor r O q47 CW1 Q all I■r. 1 i.i. , t_- i / !` o La- j U :='• r ----.____________=_ / STOP SIGN LOCATION1 6' �r 7-1-1=111---1 , � - COMPACTED SUBGRADE ''- .1i-).. (INSTALL 4" PVC SLEEVE ,.- l--'--.J-- �,,-�.---�-�. o OFFSET LATH D ! �' � ON PROPERTY UNE ° P V B... PRESSURE VACUUM BRF ASSEMBLY UNTIL PERMANENT SIGN JPS` EXPANSION PROPERTY LINE AND LOT-- = SEE NOTE No 1 h- INSTALLATION) cJOINT (TYP) o 'I •• Dell we PYO raaut.d to wave the whole ryetem: control valves can be I:1s/45,X LOCAL STREETS: NUMBERS MARKED IN WHITE Fr !Illi located do.natn.m of(after) the PNB. -.0 PAINT ON FACE OF CURB • Ms must be installed a minimum of nae foot (IE1 above tee b►1Pwet 0 point of AC -• 8" CLASS "C" ASPHALTIC CONCRETE. • Pty. ut betotasted by as Stas-artttl.d Backfbw r they serve - - -- __... .�_ AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK PLANinstalled Homily .. whoa moved or repaired. Assembly Tester - ; PC/PT • No clemlal or Nether may be latrodueed Into al Iniptbn system OR with WP's. '''• • No Pumps or back pressure on downstream side of(altar) ao PYO AC - 8" CLASS "C" ASPHALTIC CONCRETE t,.• ' t�i n. _ 40 -, PLAN VIEW MINOR COLLECTOR STREETS: rte- A TP '^` _ . " re--- Vic: AC - 7" ASPHALTIC CONCRETE, _ f a,- �' �� * ��y�� ) 111, 1911 it I ,.�m�•1 i -n9 I I AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK . ,,...:.�• �•'� � �;aIllr _ I�� - 4 ±_ �8 -r•,::S e,;.:;.•:.. #'4•, i'•, / oto r. ,i,- i,_ ,r ,, OR - ,- -. - �� _ ■ - - FLUSH • • • -- I,1r/'V 7f r,th "fir. Ass.!-?� 6�' AC - 9 CLASS C ASPHALTIC CONCRETE CUSTOMER SIDE TT- - _ 11: 1 Ir=�rr 11�T1L T: "��,�r,w ' MAJORCOLLECTOR STREETS: D C V A... DOUBLE CHECK VALVE ASSEMBLY - "t-j/17',� o �, o. o o• • 0 0 k� d ie r inq°lr.d 1 o 0 00 o O gy AC - 9" CUSS "C" ASPHALTIC CONCRETE, ELEVATION � � a� fx,A b «re. � .sale e> �« «o �* 4 P.C. CONCRETE �-- fe•T31- oa0o�o00 0 000 I`;.rbated do.oslream lib tee DtV1. i o 0 AB -- 4 (1-1/2" - 0 ) AGGREGATE BASEROCK 2 • r u ‘4,711g3: 1 • KU mast be WNW a -•arrwledd or &kms Hebb y Teter. Ain . . 0 0 0.ao 0 oG� o • N r RErGMMENDEDInstalled . 2 3/4.-0. BGG. BASEROCK - NOTES, -,•_ COVER 10 • No chemicalor fertiliser may be introduced lite an irrigation system { I �� - '$PI'°d with ,HVA'.. '�k ;° 1. A 6 FT OFFSET LATH ON - + SECTION A-A PROPERTY LINE AT 8 FT I ,. ' '?' i' f' ' t 1 ., . NOTES: PUBLIC UTILITY EASEMENT F ;w - NOTES: ¢' 7i'''''' $ 1. JOIN 1`S TO SE TACK AHO SANDED. - • /' , , , " � 2. ASPHALT PLACED IN MAX3' UFTS CAN COMPACTED CO 92% MIN- ( / �,�, 1. CONCRETE SHAH ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3(100 P.S.i. IN 28 DAYS. . METER r."fir -qtr W 3 SAWCUT SHALL BE TAC COATED W1M1?i 8ITiJUINUS ASPHALT F3tI11L90N. " j 2: CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHAM. BE • CURB STOP 4;',` I (� BE EDGED ON 4 SIDES. 1 Ott TYPE "K" SOFT _ c ,\ _ ,i,-=„ 3r EXPANSION JOINTS SHALL BE 1/2- ASPHALT IMPREGNATED MATERIAL OR EQUAL • COPPER TUBING _ a� I 4. SURFACE SHALL HAVE A MEDIUM BROOM FLASH. 1' il'' -_ - rswte•.m war --` ..1.:•• •1:t...!:.11.71.-2/•.!: ` - -- - - ------ - t' • \ Will--41" QtJS71N P. 1 NO SCALE + ^\ N+Ro•an an • PIO SCALE I,,r AGUSTIN P. DUENAS 1' oeawe.e. war - ern w�e.�e�,-.--.- PAVEMENT DOG-OUT Dwtl. - RETAIL No. C----- ) TYPICAL - / ` ENca,tEneaeo o®ARltroeT -__ -____ TANDARD CORNER own. No. j[ SINGLE WATER SERVICE BACKFLOW PREVENTERS DETAIL Nfa. prYplOeerD-: _� ,sums IN MILLI sEw. �+ ,, ,> ,,,. AND REPAIR TYPICAL INSTALLATION Tnelati�kYalle Water FOR LAWN SPRINKLER SYSTEMS BF- 1 O °lux"r►'tt' JULY uvea HEELCHAIR RAMP 1 28 V ` WY DI T►oARD --AROS'MIN1ww sat, CTualatinValley hater District 7 - J CITY Of flGARD ►�'� �°°'I« ,r, -.__-.�.. - -. �� - �i.....a�aaa��ear.a.• ru.Roae DAR - •lel !� Z -o 5 3 . . , . . , .........,----,..........,....-.........m.,.................,.............T...., ., • •EVISION.,,. r. UaiAiommimmaodi..m N.. MILS a........11.7 la 1 j;l �'� I JOB NUMBER ' -- -�- .. - ENGINEERING • PLANNING •SURVEYING • FORESTRY ,QBA I , M �;GQI, •®��.AS �� .- UCQISED IN OR, IMA AK AIiH •I. i ,l 814 r . _____._..................___ DETAILS AK 13910 SW GALBREATH DRIVE, SUITE 100 PREEPARED OR: MALCOLM At 41AN NW! ELSINGER, LLC, AND GSP ,LC �AIIVES ofin __________ _ SHERWOOD, OR 97140 11575 SW PAGPIC tiWY, PMB 160 �� r SHEET .......-,r,,-................... .._.. • >> t Kamm' PHONE: (503) 925-8799 FAX (503) 925-8969 TIGARD, (503)972 1 N. H PHONE: 62(}- 515 71CIARD OREGON TAX LOT: ?0O SECTION 36 (TIS--R1W, W.M.) rlcwEWAL DATE: 6/3o/o$ p / / E r _ _ ,•< ,. ,,. 4 ,. .. - •� `�, ;. , .. sees.. ,,. sees •..:. �r.,.. �e rlr i'n" n M .•...r ...� r � .^, � ... ,: � -.5r.. "7.- .. r !,,':.. :.:::.-. ,... :_.w+.n•r.�www.� •` •�.• ., - Y`•q.pr: '>...I��.!rW�Wi".i�f1V[MRIL\HKl4. 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