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HomeMy WebLinkAboutPlan, Final APPLICANT 2/9/2021Z UTILITY PROVIDERS X x (E)SD —�(QWW (E)W— CURB EDGE OF ASPHALT CONTOUR LINE FENCE STORM DRAIN LINE WASTE WATER LINE WATER LINE C'M UTILITY PROVIDER OVER HEAD POWER PHONE NUMBER WATER M WINSLOW AVE E. W. E. B 541-685-7000 co co SEWER E.W.EB UNDERGROUND ELECTRICAL LINE 541-685-7000 U STORM E.W.E.8 • 541-685-7000 N ELECTRIC BOTTOM OF DITCH E. W. E. B 541-685-7000 CONCRETE TELEPHONE CENTURY LINK co 800-283-4237 BUILDING TELEVISION �o COMCAST CABLE COMM. WATER VAULT 800-934-6489 OWNERHOSE Z X x (E)SD —�(QWW (E)W— CURB EDGE OF ASPHALT CONTOUR LINE FENCE STORM DRAIN LINE WASTE WATER LINE WATER LINE C'M CA OVER HEAD POWER M WINSLOW AVE FIBER OPTIC LINE co co —(E)E— UNDERGROUND ELECTRICAL LINE U UNDERGROUND UNKNOWN UTILITY N 37TH ST • TOP OF BANK N BOTTOM OF DITCH Cm CD CONCRETE GRAVEL co BUILDING 4 �o HZQ r�} W AT ERM ARK DR E�R Uj Cn U_ 1, cc! / co z SHEET INDEX CO COVER SHEET C1 EXISTING CONDITIONS AND DEMOLITION PLAN C2 PARKING LOT LAYOUT C3 GRADING AND STRIPING PLAN C4 UTILITY PLAN C5 DETAILS &CONSTRUCTION NOTES C6 DETAILS LEGEND NEW ASPHALT NEW CONCRETE PLANTER STRIP 314- MINUS CRUSHED ROCK Ri a ch GINEERING=--, Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng i nee ring. com Springfield OR I Albany OR R IQ, *53,800 _P T� DIGITALLY SIGNED 4p CORY OREGON 9 0 y EXPIRES.- DECEMBER 31, 2022 p ojj e c ti t e: Digitally signed G reg !ay Greg Mower .,Date-. 2021.02.03 JKA 15.-55:29 -08'00' U Z U < 0 J om Ca. 0 Imm 0 L40C 0 m UJ U 0.. ce 0 U0 LU I:e I U -i LU Z aG1Z�0 —W Cn mi re 0 L.0 Z LLJ r) .j >- Uj < U. >00 z ru LU N Z U � JW ry) V) d a e FEB. 03, 2021 0. n, di TCH, UL dem s i g gin} GAM Pec o' 20 -234 r� COVER SHEET �heet- co X x (E)SD —�(QWW (E)W— CURB EDGE OF ASPHALT CONTOUR LINE FENCE STORM DRAIN LINE WASTE WATER LINE WATER LINE --------(E)OHW— OVER HEAD POWER —(E)FO— FIBER OPTIC LINE L (E)T TELEPHONE LINE —(E)E— UNDERGROUND ELECTRICAL LINE U UNDERGROUND UNKNOWN UTILITY • TOP OF BANK N BOTTOM OF DITCH CONCRETE GRAVEL ............ BUILDING HZQ WATER VAULT OWNERHOSE B18 EUGENE WATER AND WATER VALVE FIRE HYDRANT ELECTRIC BOARD CATCH BASIN N-5, _51- 4 200 ROOSEVELT BLVD. WASTEWATER MANHOLE EUGENE, OREGON 9 7402 T CLEAN OUT SIGN CONCTAT: NATHAN END ICOTT , POWER POLE `�� STATE EWATER > 0 GUY WIRE BOLLARD ,� o VAULT G���TELEPHONE ENGINEERING DEPARTMENT RnST �, PHONE- (5 41) 685- 736 7 (D TELEPHONE "HOLE �, 7 0 ELECTRIC MANHOLE ELECTRIC BOX ELECTRIC METER -,3 ELECTRIC VAULT UNKNOWN VAULT . . . . . . . . . . . . . HVAC UNIT CIVILENGINEER Ge TOP OF CONCRETE ELEVATION . ++ BRANCH ENGINEERING INC. x 419 3 10 5TH STREET + ++ EDGE OF PAVEMENT ELEVATION x ��� SPRINGFIELD, OR 97477 EDGE OF GRAVEL ELEVATION CONTACT.��� GREG MOWERPE ) x PHONE.• (541) 746��+ -0637 x TOP OF CURB ---------- .................. + + TOP OF ASPHALT ELEVATION x X SPOT ELEVATION NOT TO SCALE NEW ASPHALT NEW CONCRETE PLANTER STRIP 314- MINUS CRUSHED ROCK Ri a ch GINEERING=--, Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng i nee ring. com Springfield OR I Albany OR R IQ, *53,800 _P T� DIGITALLY SIGNED 4p CORY OREGON 9 0 y EXPIRES.- DECEMBER 31, 2022 p ojj e c ti t e: Digitally signed G reg !ay Greg Mower .,Date-. 2021.02.03 JKA 15.-55:29 -08'00' U Z U < 0 J om Ca. 0 Imm 0 L40C 0 m UJ U 0.. ce 0 U0 LU I:e I U -i LU Z aG1Z�0 —W Cn mi re 0 L.0 Z LLJ r) .j >- Uj < U. >00 z ru LU N Z U � JW ry) V) d a e FEB. 03, 2021 0. n, di TCH, UL dem s i g gin} GAM Pec o' 20 -234 r� COVER SHEET �heet- co i / BENCHMARK ELEVATIONS ARE BASED ON AN EWER BRASS CAP SET IN CONCRETE AT THE BASE OF THE NORTHEAST CORNER OF THE STEPS TO THE MAIN ENTRANCE OF THE FILTRATION PLANT HEADHOUSE (ELEV. = 586.95). NOTES 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS BUILT DRAWINGS AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. 2. ALL DISTANCES SHOWN ARE IN FEET. 3. BEARINGS BASED ON OREGON COORDINATE REFERENCE SYSTEM - EUGENE PROJECTION 2011 (EPOCH 2010) 4. EXACT LOCATIONS OF THE PLANTERS AND SIDEWALKS WERE DRAWN BASED ON PRELIMINARY DESIGN BUT WERE NOT SURVEYED. ACTUAL LOCATIONS MAY VARY. FILTRATION PLANT BUILDING CB 4 4 r 'd. RIM=580.01 G °� a 4 0 6" FL (N)=578.34 • �G WW MH g'� �• RIM=585.96 8" FL (NE) -579.03 ' 10" FL (E)=579.14 C 8" �a :moi V h FL (W)=579.06 E(, ROqtj ' • -,� , . 14 tiX TAX MAP. 17-02-19 TAX LOT. 3300 )f.Jy119111 V GV 1 3 Otd111.11 CflyltICCf Ifl , 111L. Xlb l -- (E)T EX CHAIN LINK FENCE �(L��aJVV.TV 8" FL (SE)=580.41 10" FL (W)=580.31 EX CHAIN LINK G) 20' LONG EX CHAIN LINK GATE \ 3.8' LONG \ EX WW MH RIM=586.66 6" FL (NE)=581.38 6" FL (SE)=581.44 6" FL (NW)=581.35 s� `so O EX SWITCHING STATION do EX CONCRETE SIDEWALKS EX PARKING ,%� 1P DEMOLITION NOTES (9>--O-PROTECT EXISTING BOLLARDS. (E>--m-PROTECT EXISTING ELECTRIC VAULT. (9>--4--PROTECT EXISTING CONCRETE PAD AND NEARBY STRUCTURES. 103 ROTECT EXISTING HVAC UNIT AND SURROUNDING BOLLARDS. 104 ROTECT EXISTING UTILITY AND ADJUST TO FINISHED GRADE. 105 SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT FROM SITE. PROTECT EDGE OF PAVEMENT FROM DAMAGE 106 WCUT AND REMOVE EXISTING CURB FROM SITE. PROTECT EDGE OF PAVEMENT FROM DAMAGE. t 4 574 f IAJ .L-575 2 576"' 000 � anch 9FG IN E E R ING.= Sime 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng ineering.com Springfield OR i Albany OR 46 #531800 �. DIGITALLY SIGNED 6 -) OREGON "/" vGt 40\ �/�' �G y 9' Z Q� ORY A.� EXPIRES: DECEMER 31, 2022 project title: Fm U UJ QO J � D. Za O ~ -O Fm QV °C z Fm re � LL m UJ U rtoo a OV"° Wrvo — z w w z r) U � Zoo �QmLU Z_Wzo UJ��oo �m>- LU w =V � Qmwr.z Q V Ln ry mr �n 0) cL revisions: date: FEB. 03, 2021 drawn by: J LB, TCH, UL designer: GAM project no: 20-234 EXISTING 579 { o 578 0 CONDITIONS 577---- ��� �`' .� . �� 5113 576-�--- . 576 & DEMOLITION . 'sy, `� ss 51 Ar PLANS 2 GRAPHIC SCALE sheet: 20 0 10 20 40 t IN FEET > FILTRATION PLANT BUILDING CB .44 `' ° RIM=580.01 �4, 4 %�9r19. 4, 4 6" FL (N)=578.34 0' 4' Dpry a N 4 l 44 4 44 WW MHo ° 4 RIM=585.96 8" FL (NE)=579.03 10" FL (E)=579.14 ° • . 8" FL (W)=579.06 a 58.0. WW EX CHAIN LINK FENCE 0 i 0 o GRAPHIC SCALE 0 20 0 10 20 40 i` ( IN FEET ) i copyright © 2015 Branch Engineering, Inc. 8" FL (SE)=580.41 10" FL (W)=580.31 EX CHAIN LINK GA 20' LONG EX CHAIN LINK GATE 3.8' LONG D( WW MH- RIM=586.66 6" FL (NE)= 6" FL (SE)= 6" FL (NK EX SWITCHING STATION 17777777 4 PARKING SPACES tl ADA VAN ACCESSIBLE) .00 1010 GENERAL NOTES: 1 ) THE DEVELOPMENT AREA IS NOT LOCATED IN A FLOOD ZONE AND THERE ARE NO FLOODWAY BOUNDARIES ON THE SITE. 2) THE DEVELOPMENT AREA IS OUTSIDE WELLHEAD PROTECTION ZONE. ACCORDING TO THE WELLHEAD PROTECTION AREAS MAP THE SITE IS CLASSIFIED AS A REGISTERED HAZARDOUS WASTE GENERATOR. t (Bra ch )GINEERING- Since 1977 civil • transportation structural • geotechnical SURVEYING 314 5th Street Springfield, OR 97477 p: 541.746.4637 www. Branch Eng ineering.com Springfield OR I Albany OR p PRpF��, �G I N FF `S�p #53,800. IG ITALLY SIGNED OREGON -A VG� y 9 s v_ EXPIRES. DECEMBER 31, 2022 project title: revisions: date: FEB. 03, 2021 drawn by: TCH, UL designer: GAM project no: 20-234 PARKING LOT LAYOUT sheet: M N 0 N 0 N a a i L L m 586.24 AC: 586.14 FILTRATION PLANT BUILDING GRADING AND PAVING NOTES _� 600 AVE ASPHALT PAVEMENT SECTION PER DETAIL 1, SHEET C5. 601 ONSTRUCT CONCRETE CURB PER DETAIL 2, SHEET C5. 602 ONSTRUCT CURB END PER DETAIL 39 SHEET C5. 603 DJUST TO MATCH FINISHED GRADE. 604PLACE 3/4* MINUS CRUSHED ROCK FROM BACK OF CURB TO EXISTING GRADE AT A 3:1 SLOPE WITH LIGHT COMPACTION. URNlSH AND INSTALL CONCRETE WHEEL STOPS. CONTRACTOR TO PROVIDE WHEEL STOP PRODUCT SUBMITTAL TO DESIGN ENGINEER FOR APPROVAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. KONSTRUCT CONCRETE VALLEY GUTTER PER DETAIL 4, SHEET C5. SWALE EXTENSION AS SHOWN PER DETAIL 2, SHEET C6. EXCAVATE EXISTING GRAVEL TO FULL DEPTH STARTING AT THE NORTHWEST CORNER OF THE PROPOSED PARKING LOT AND WORKING SOUTH UNTIL EXISTING 3/4" (-) AGGREGATE IS DETERMINED TO BE OF ADEQUATE DEPTH AND MATERIAL, FIELD VERIFIED BY THE ENGINEER OF RECORD. CONSTRUCT CURB OPENINGS PER DETAIL 3, SHEET C6. FIELD VERIFY LOCATION OF OPENINGS TO DETERMINE BEST WATER COLLECTION. STRIPING NOTES PAINT 4m WIDE WHITE PARKING SPACE STRIPE TO DIMENSIONS SHOWN ON PLANS. PAINT 4" WIDE WHITE NO PARKING/LOADING ZONE TO DIMENSIONS ON PLANS. ' Y F:. `-s� "` ,«� .,.,.k �,< v- .: .YN' �" ��" ."�,. ,.."�, ��'�:�*.r Wit, = Y' i�-"••t �,' �"".. F� X. '7 - _. ..... • . TER ...... x r MATCH Ex. TM 500. SEE SHEET C5. • . � . . . 6 - � � �� � � ,:� -4 ,r.�a. j ��....0 �. .. PLAN �.� � 02 AINT HANDICAP SYMBOL PER ODOT STANDARD DRAWING d 3 AC 5$810,,. x ................:: 9 • • . • . • • • • • . • • • . 3 `{., ''�S "vim; S Y ".3 ".�'4 1�: • • • • • • • ......... ►♦ • � �� ��_� � � �� �� �� � �� � �.xv � � � � ��� � � : •: •:.....:.=: � �N- 603 . 4 .j q -...-. • •,� 3 • � � � � �.` „ ,-s �` '"�� �� `.. � ` �"�?�? �AG• 587 2 � ���� •� •• •• j y C. 585.94 11 't / AC. 586.08 r . . (� T :.. P. VA�MENT MARKINGS NOTE • � � 4 • J � q• Q j ''•`e � . � i ' 3 �-k.-z. � �' �.- .�r �' � � �x .� s � �-'-s -r s� �- : ,� -�"x. � ✓:�' ,iA C.r L a t• • F ✓ I l e 4 • ¢p. - � � � � - �� � � �� � .� � � � NEUTRALIZATION `....,,,s •.a' e • f Q v• a f-"�a `z � ,...-�`�, �-r?�, a � �� � W • a. (j] -/a o . :aO Y�TANK ...; MATC Ex. j ATER BASED PAVEMENT MARKING SHALLBE MASTERPAINTERS IN�iCTUTE 97 W q�'� C:586 72 05 RIM- 587.30 Jj l x • . °� LATEX TRAFFIC MARKING PAINT TO A MINIMUM WET FILM THICKNESS OF 15MILS 4• (0 4MM) i h jpj •mss- e^ � y �' C` � ". 4i s� � � etc+ i ryY-t'? 2'A' r` � /� `r Q ~ 9 .. =' s ,14: `�,y `''�?�, ���. ,i" ?.� � .� � �-.:, x :fi " ''.,. �' -.,yy �Yz-={�L''�„ .tea-.,. ....�._>..e,:.�Li l • / 4 N 5� a y � � x�w �`� z" �, � € � s �7. �a a��fir' • BUILDING UNDERAC: :: • / s � • � : `"`2 � , f ' • s �z n { n _ AG. 587.50 CONSTRUCTION + / • J P TCH g • ti j` • � O '>, �-�, � r � ": e �x..c? � :f/y� ,;� y." ,as p p • • ,�-.,w,�, � A a xt r FFE:587.58 A3a VAI � � � � � r� � � � � �' � iCi �'"�� r �s •• • � � � ® � � � � � j jtt � - r.. � b f N _�,.. k. "-� � � l .Ci k•"" i � -�-.s=• '�' � f 4 F "t_" • • • � ,tom ` . ' rr, ''"""r .� 'kC '�` � K pit � `'�' �: k'^r � � � �" ..�.,' ?,z�'�� s � � ♦ : • s � 0 / ° \ ® • p]/ � '�' v fir"'' ,.>�L-. � �� r'� a ,t'r" ��. ,� • 1} i d 1 { 6y� a . , `„ yrs- Y'� t 1' - 3,. s b 4 d' r" p) • • S l s^ ' .ap^i ` 40 00 00 LOu P •••• AC• 585.48 / / l • • ' - � � AC. 588.26 ,� �� � � - ��� � ��.� � � � � � r�.�F���s x 5 � 585.30 • • : � �'il s � � a %r "s._,-> "-"r' .:. s},� z,� -� s' ��. � `�..a' y `-�` a''..: �- ^� ?. T. �- ,�` . �, � • `z �` `. ; /l , `g^ 1 t Jj � • - • = • � . - .- .. � • , • .. _}� _w��-� � � � >� -�z �� � �- � � �� � art. AC: 587.27 ... ��..� � AC: 585.44 sc,'*1� •,;: ,y'r cic y,.�. z i "`.' f f �s"'``..�: • ► �. /` I $ i e •�., ...wNu ��,:::��- fi ..,: _- f > -� - AC: 587.40 :. ::: �� © m AL SVV 46� �''� k' �'�-r'nz+u" s��� '"s��-4 ��.-� k- .�.".� "���� t ;. �.x-" " �. s' sP • • • • '> ®✓ t f p � , • .a✓- . Y 'i T'Y .a:' .�, -.�. � �. '�; :' .v. ,_ t "_ `C h.. ?}" • ♦ :4f (/�J w� g • --� fr �}�S�t c.s :'": , �' z.a ?. ;r h rm-, y. r "'"�' `` ..., ', .� r'� �-c n {� •: •: �z CCC .60V s i ' T �` . Y ,.5.� t.y -� , r{'?{ '"z Y,T ' 'Fr` z '- 3 S "� .;1" aza v' Y.'c" F' 8�.. �- �`, ► -`+' • f � I I � `..! ^°-'• - x a � �, � � � �, is � � k a # �- � -� � ?'.�; T � � . � n. \ � � ...•,.° �* °� - � � � � ���= � ��Y � .�: fi � ���: . �. ���- � x � �.�� � _� ���s � ��-� �� .����-_. //�, AC: 585.24 ; • � � • - �, £'s. �'` y„''�. } �.. sc7 "n �` 3 " �'' i. o'.:.'�r^e:, r -,-` w. "� _ .s s' }`-.A V • 587.24 •• i•: ♦ "v:u ✓ ® p i �� -' ''�sf � �z. �t � � � ^`tea �" a,t.��.,_ � r ��,���"' �} v ••• � ,�° � � . - � j� � � , � �� y�f �� � �� � � � AC: 587 17 ` � �� ���a � . � s ♦•:: =:• � _��� s � �' � $ � � `� --- C 587.25 AC: 585.28 � - � � � � � � � � ��AC• 587.3 � � � � � $ �� � � ��� - �� �� a ' A: 6 ��� ; ;..; • _ � AC: 85.9 ,��` / 587 4 � � �� �� j AC: 584.83 •, o TC 587.75 t �,� �� � � 600 �� , TANK AC: 585.6 K 1 MAIC Ex. ,j °� ,j---, AC: 587.25 AC• 587.38 _ _...sr �� ,FG:576.7 copyright © 2015 Branch Engineering, Inc. TC: 587.50 AC: 587.00 AC: 586.60 TC: 587.10 AC: 586.66 EX SWITCHING STATION ` �:^`S '"i i .`£ '4 1" S?'4" S` kJ z, ' f '� y r' 3 -t ®j �.-- TC: 585.40f�-.`� STC: 583 32 -�. -- .. 2 ``�.. . .` �.' .0 --- - . yl . � " AC: 580.59 / 60AC: 584.9 / r x •� AC• 582 82 N / 82 581- ...- -..-^m ,;,z "s x'' 4 ^v.. '1 "✓--.'"` _ ®/ ' d/ "/--- TC: 583.10 /-- -� AC: 582.60- - -579- -579 -60 577- .- --- 76_ �" -�. TC: 582.5$ 57 -____ --- \\, '�\ AC:• 58 0861 -SIN, ®�___ -�-m° `` GRAPHIC SCALE .20 0 10 20P IN FEET ) -4 JGIanch NEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR *q3 i N E F c�jD 1q' #53,840 DIGITALLY SIGNED (p OREGON 6'0 EXPIRES.- Y A. �o A EXPIRES: DECEMBER 31, 2022 project title: revisions: date: FEB. 037 2021 drawn by: TCH, UL designer: GAM project no: 20-234 GRADING AND STRIPING PLAN sheet: C3 FILTRATION PLANT BUILDING GRAPHIC SCALE 20 0 10 20 IN FEET ) copyright O 2015 Branch Engineering, Inc. EX SWITCHING STATION 1777V7 UTILITY NOTES 400 --INSTALL 2 --CHAMBER CATCH BASIN AND STORMLINE. SEE DETAIL 1, SHEET C6. 401 NGTHEN SWALE TO RETRIEVE STORMWATER FROM CURB CUTOUT. SEE SWALE SECTION PER DETAIL 2, SHEET 6. 402FURNISH AND INSTALL 8" STORMWATER PIPE WITH TRACER WIRE AT 0.5% MIN. SLOPE UNLESS OTHERWISE NOTED IN PLANS. TRENCH PER DETAIL 4, SHEET C6. MATERIAL SHALL MEET OREGON PLUMBING SPECIALITY CODE. CONNECT NEW STORMLINE TO EXISTING 8" STORMLINE USING APPROPRIATE FITTINGS AND COUPLINGS. CONTRACTOR SHALL CONFIRM POSITIVE DRAINAGE TO CONNECTION POINT. NOTIFY ENGINEER IF CONNECTION IS TO HIGH. 405 NSTALL 24"W X 24"L X 12"T CONCRETE FOUNDATION WITH ELECTRICAL CONDUIT FOR CHARGING STATION PER MANUFACTURER'S RECOMMENDATION. CONTRACTOR TO COORDINATE WITH OWNER FOR CHARGING STATION ANCHOR PLATE INSTALLATION IN THE FOUNDATION. OWNER TO INSTALL CHARGING STATION PEDESTAL ON TO ANCHOR PLATE. 406 NSTALL POLE BASE PER DETAIL 101 AS DIRECTED BY OWNER'S ELECTRICIAN. OWNER'S ELECTRICIAN TO INSTALL (1) 1" CONDUIT FROM VAULT TO POLE BASE FOR LIGHTING, AND (1) 1" CONDUIT FOR FUTURE CAMERA. 407 --CONTRACTOR TO TRENCH AND BACKFILL FOR UNDERGROUND ELECTRICAL CONDUIT. ELECTRICAL CONDUIT TO BE INSTALLED BY OWNER'S ELECTRICIAN, CONTRACTOR TO COORDINATE WORK WITH OWNER'S ELECTRICIAN. 408 ADJUST TO FINISHED GRADE ELEVATION. CONTRACTOR TO COORDINATE WITH OWNER'S ELECTRICIAN FOR INSTALLATION OF (2) SECONDARY POWER DISTRIBUTION VAULTS WITH LID AND DOOR. COORDINATE WITH OWNER FOR EXACT LOCATION. OWNER'S ELECTRICIAN TO INTERCEPT AND EXTEND EXISTING CONDUIT (2) 3" PVC TO NEW VAULT LOCATION. ELECTRIC VEHICLE CHARGING CONDUIT (NOTE 405) SHALL BE INSTALLED IN A JOINT TRENCH WITH THESE CONDUITS, PER DETAIL 5, SHEET C6. LIGHT POLE TO BE INSTALLED BY OTHERS. COORDINATE WORK WITH OWNER. OWNER'S ELECTRICIAN TO INSTALL (2) 1" CONDUITS FROM VAULT LOCATION, (1) CONDUIT TO EACH OF (2) ELECTRIC VEHICLE CHARGING STATIONS. INSTALL BASE AS REQUIRED FOR OWNER PROVIDED SEMA CONNECT EV CHARGING STATIONS. INSTALL CONDUCTORS AND CIRCUIT AS REQUIRED, CKT TBD PANEL 12001, OWNER'S ELECTRICIAN TO INSTALL 1* CONDUIT FROM VAULT LOCATION TO (1) 208V 50A RECEPTACLE, NEMA IM INSTALL CONDUCTORS AND CIRCUIT AS REQUIRED, CKT PANEL 12001. VAULT TO FINISHED GRADE ELEVATION. BOXES TO FINISHED GRADE ELEVATION. KNISH AND INSTALL RIP RAP SPLASH PAD PER DETAIL 3, SHEET C6. —FURNISH AND INSTALL WASHED OPEN GRADED AGGREGATE AND MATCH EXISTING SWALE AGGREGATE. ia ch INEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR PRpcF�, N EF #53,840 DIGITALLY SIGNED W EXPIWS. DECEMBER 31, 2022 project title: Fm UJ mn QO CL J ev Z� 0O Fm QV °C z J S400 Ily- LL. fie � m UJV a OVUo Wry — Z w w z m � Z � LU O 0 Q moo Q� 0 Z � � w D UJ m ��w 0 waw �- z = u QmW,.z = J wmc°n revisions: date: FEB. 03, 2021 drawn by: TCH, UL designer: GAM project no: 20-234 sheet: UTILITY PLAN C4 4 . ' A. 4* 4 GRAPHIC SCALE 20 0 10 20 IN FEET ) copyright O 2015 Branch Engineering, Inc. EX SWITCHING STATION 1777V7 UTILITY NOTES 400 --INSTALL 2 --CHAMBER CATCH BASIN AND STORMLINE. SEE DETAIL 1, SHEET C6. 401 NGTHEN SWALE TO RETRIEVE STORMWATER FROM CURB CUTOUT. SEE SWALE SECTION PER DETAIL 2, SHEET 6. 402FURNISH AND INSTALL 8" STORMWATER PIPE WITH TRACER WIRE AT 0.5% MIN. SLOPE UNLESS OTHERWISE NOTED IN PLANS. TRENCH PER DETAIL 4, SHEET C6. MATERIAL SHALL MEET OREGON PLUMBING SPECIALITY CODE. CONNECT NEW STORMLINE TO EXISTING 8" STORMLINE USING APPROPRIATE FITTINGS AND COUPLINGS. CONTRACTOR SHALL CONFIRM POSITIVE DRAINAGE TO CONNECTION POINT. NOTIFY ENGINEER IF CONNECTION IS TO HIGH. 405 NSTALL 24"W X 24"L X 12"T CONCRETE FOUNDATION WITH ELECTRICAL CONDUIT FOR CHARGING STATION PER MANUFACTURER'S RECOMMENDATION. CONTRACTOR TO COORDINATE WITH OWNER FOR CHARGING STATION ANCHOR PLATE INSTALLATION IN THE FOUNDATION. OWNER TO INSTALL CHARGING STATION PEDESTAL ON TO ANCHOR PLATE. 406 NSTALL POLE BASE PER DETAIL 101 AS DIRECTED BY OWNER'S ELECTRICIAN. OWNER'S ELECTRICIAN TO INSTALL (1) 1" CONDUIT FROM VAULT TO POLE BASE FOR LIGHTING, AND (1) 1" CONDUIT FOR FUTURE CAMERA. 407 --CONTRACTOR TO TRENCH AND BACKFILL FOR UNDERGROUND ELECTRICAL CONDUIT. ELECTRICAL CONDUIT TO BE INSTALLED BY OWNER'S ELECTRICIAN, CONTRACTOR TO COORDINATE WORK WITH OWNER'S ELECTRICIAN. 408 ADJUST TO FINISHED GRADE ELEVATION. CONTRACTOR TO COORDINATE WITH OWNER'S ELECTRICIAN FOR INSTALLATION OF (2) SECONDARY POWER DISTRIBUTION VAULTS WITH LID AND DOOR. COORDINATE WITH OWNER FOR EXACT LOCATION. OWNER'S ELECTRICIAN TO INTERCEPT AND EXTEND EXISTING CONDUIT (2) 3" PVC TO NEW VAULT LOCATION. ELECTRIC VEHICLE CHARGING CONDUIT (NOTE 405) SHALL BE INSTALLED IN A JOINT TRENCH WITH THESE CONDUITS, PER DETAIL 5, SHEET C6. LIGHT POLE TO BE INSTALLED BY OTHERS. COORDINATE WORK WITH OWNER. OWNER'S ELECTRICIAN TO INSTALL (2) 1" CONDUITS FROM VAULT LOCATION, (1) CONDUIT TO EACH OF (2) ELECTRIC VEHICLE CHARGING STATIONS. INSTALL BASE AS REQUIRED FOR OWNER PROVIDED SEMA CONNECT EV CHARGING STATIONS. INSTALL CONDUCTORS AND CIRCUIT AS REQUIRED, CKT TBD PANEL 12001, OWNER'S ELECTRICIAN TO INSTALL 1* CONDUIT FROM VAULT LOCATION TO (1) 208V 50A RECEPTACLE, NEMA IM INSTALL CONDUCTORS AND CIRCUIT AS REQUIRED, CKT PANEL 12001. VAULT TO FINISHED GRADE ELEVATION. BOXES TO FINISHED GRADE ELEVATION. KNISH AND INSTALL RIP RAP SPLASH PAD PER DETAIL 3, SHEET C6. —FURNISH AND INSTALL WASHED OPEN GRADED AGGREGATE AND MATCH EXISTING SWALE AGGREGATE. ia ch INEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR PRpcF�, N EF #53,840 DIGITALLY SIGNED W EXPIWS. DECEMBER 31, 2022 project title: Fm UJ mn QO CL J ev Z� 0O Fm QV °C z J S400 Ily- LL. fie � m UJV a OVUo Wry — Z w w z m � Z � LU O 0 Q moo Q� 0 Z � � w D UJ m ��w 0 waw �- z = u QmW,.z = J wmc°n revisions: date: FEB. 03, 2021 drawn by: TCH, UL designer: GAM project no: 20-234 sheet: UTILITY PLAN C4 EXISTING ROCK SHOULD BE TESTED FOR COMPACTION AND DEPTH. TO BE VERIFIED BY A PROFESSIONAL ENGINEER. 3" COMPACTED THICKNESS OF 112" DENSE GRADED, LEVEL 2 HMAC. COMPACT TO 919 RELATIVE COMPACTION (RICE). HMAC TO MEET THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2021 EDITION. 12" MINIMUM OF 3/4" MINUS CRUSHED ROCK, COMPACTED AT 959. RELATIVE COMPACTION, MODIFIED PROCTOR. 3/4" MINUS CRUSHED ROCK TO MEET THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2021 EDITION. GEOTEX77LE SUBGRADE SEPARATION FABRIC TO BE PROPEX GEO-SOLUTIONS GEOTEX 200ST (OR APPROVED EQUAL). COMPACTED SUBGRADE, PROOF ROLL WITH ROCK FILLED DUMP TRUCK. DESIGN ENGINEER TO BE PRESENT DURING PROOF ROLL. ASPHALT PAVEMENT SECTION SCALE: N.T.S. NOTE: CONSTRUCT "STANDARD CURB" PER ODOT STANDARD DETAIL RD700 6„ CONCRETE CURB TO BE 4,000 PSI COMMERCIAL GRADE 3/4" RADIUSCONCRETE MEETING THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2021 EDITION. -i\— 3/4" MINUS CRUSHED ROCK BACKFILL AT 3.1 MAX. 6" 16" MODERATELY COMPACTED. -� EXISTING GRADE - SITE PAVING `- SUBGRADE COMPACTED CRUSHED ROCK PER AC PAVEMENT SECTION CONCRETE CURB DETAIL SCALE: N.T.S. CURB ENDING DETAIL. SCALE: N.T.S. t 12" T1 3/4 ►,_ 0,. ROCK 8" THICK CONCRETE PAVEMENT 3500 PSI FIELD STRENGTH AS SPECIFIED ASPHALT CONCRETE *4 REBAR CONTINUOUS NOTE: 1. CONCRETE AND REINFORCEMENT STEEL IN ACCORDANCE WITH ACI 301. CONCRETE VALLEY GUTTER SCALE: N.T.S. copyright © 2019 Branch Engineering, Inc. GENERAL CONSTRUCTION NOTES: A. ALL WORK SHALL MEET THE FOLLOWING SPECIFICATIONS "2021 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE "2021 OREGON STANDARD DRAWINGS" AND THE SPECIALS SET FORTH IN THE PROJECT MANUAL FOR THIS PROJECT. B. THE LOCATION UTILITIES SHOWN ON THE PLANS IS APPROXIMATE. THE LOCATION OF UTILITIES SHOWN ON THE PLANS WERE NOT SURVEYED. THE CONTRACTOR SHALL CALL THE "ONE -CALL" UTILITY LOCATION NUMBER, 1--800-332-2344, FOR FIELD LOCATION AND DEPTH BEFORE EXCAVATING. C. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). D. CONTRACTOR SHALL PROVIDE ALL BONDS AND INSURANCE REQUIRED BY PUBLIC AND/OR PRIVATE AGENCIES HAVING JURISDICTION. WHERE REQUIRED BY PUBLIC AND/OR PRIVATE AGENCIES HAVING JURISDICTION, THE CONTRACTOR SHALL SUBMIT A SUITABLE MAINTENANCE BOND PRIOR TO FINAL PAYMENT. E. ALL MATERIALS AND WORKMANSHIP FOR FACILITIES IN STREET RIGHT-OF-WAY OR EASEMENTS SHALL CONFORM TO APPROVING AGENCIES' CONSTRUCTION SPECIFICATIONS WHEREIN EACH HAS JURISDICTION, INCLUDING BUT NOT LIMITED TO THE CITY, COUNTY, OREGON HEALTH DIVISION (OHD) AND THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). F. ANY INSPECTION BY THE CITY, COUNTY OR OTHER AGENCIES SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE WITH THE CONTRACT DOCUMENTS, APPLICABLE CODES, AND AGENCY REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL REQUIRED OR NECESSARY INSPECTIONS ARE COMPLETED BY AUTHORIZED INSPECTORS PRIOR TO PROCEEDING WITH SUBSEQUENT WORK WHICH COVERS OR THAT IS DEPENDENT ON THE WORK TO BE INSPECTED. FAILURE TO OBTAIN NECESSARY INSPECTION(S) AND APPROVAL(S) SHALL RESULT IN THE CONTRACTOR BEING FULLY RESPONSIBLE FOR ALL PROBLEMS ARISING FROM UNINSPECTED WORK. G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO ENSURE THAT PUBLIC STREETS AND RIGHT-OF-WAYS ARE KEPT CLEAN OF MUD, AND DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR. H. FINISH PAVEMENT GRADES AT TRANSITION TO EXISTING PAVEMENT SHALL MATCH EXISTING PAVEMENT GRADES OR BE FEATHERED PAST JOINTS WITH PAVEMENT AS REQUIRED TO PROVIDE . A SMOOTH, FREE DRAINING SURFACE. 1. CONTRACTOR SHALL FIELD VERIFY UNDERGROUND FACILITIES DURING THE CONSTRUCTION PERIOD. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE CORRECTION OF ANY UNDERGROUND UTILITY FACILITIES DAMAGED BY CONTRACTOR'S WORK. J. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND SAFEGUARD THE PUBLIC AND WORKERS AGAINST INJURY AND PROTECT H THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFFIC CONTROL SIGNING AND DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING WORK. ALL TRAFFIC CONTROL SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (M.U.T.C.D.), CURRENT EDITION, AS SUPPLEMENTED AND AMENDED BY THE OREGON SUPPLEMENTS AND AS SHOWN IN THE OREGON DEPARTMENT OF TRANSPORTATION, "201.1 TEMPORARY TRAFFIC CONTROL HANDBOOK". THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT. K. RESTORE ALL DISTURBED AREAS TO PRE -CONSTRUCTION CONDITIONS AND PERMANENTLY STABILIZE ALL AREAS DISTURBED DURING THE COURSE OF THE PROJECT. L. CONTRACTOR SHALL HANDLE AND DISPOSE OF ASBESTOS PIPE IN ACCORDANCE WITH ALL APPLICABLE STATE AND FEDERAL REGULATIONS. CONTRACTOR RESPONSIBLE FOR NECESSARY PERMITS AND FEES. M. CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, COUNTY, STATE, AND UTILITY CONSTRUCTION PERMITS, AND SHALL CONTACT EACH PERMITTING AGENCY AT LEAST TWO (2) BUSINESS DAYS PRIOR TO STARTING WORK. CONTRACTOR SHALL OBTAIN ALL REQUIRED LICENSES BEFORE STARTING CONSTRUCTION. N. CONTRACTOR MAY NEED TO WORK AROUND FACILITIES OR OBJECTS NOT SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM A SITE VISIT TO BECOME FAMILIAR WITH THE WORKSITE, CONDITIONS, AND ANY UNMAPPED FEATURES THAT MAY AFFECT WORK. MINOR ADJUSTMENTS OF THE WORK SHALL NOT BE GROUNDS FOR A CHANGE ORDER. 0. CONTRACTOR SHALL EMPLOY EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING STORMWATER COLLECTION SYSTEMS. BIOBAGS, FILTER INSERTS, OR SIMILAR SHALL BE USED IN ANY DOWNSTREAM CATCH BASIN OR INLET. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION (ANY TIME OF YEAR) PER THE REQUIREMENTS OF "2021 OREGON STANDARD SPEC. FOR CONSTRUCTION" & THE "2021 OREGON STANDARD DRAWINGS", LANE COUNTY AND THE OREGON DEQ. P. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF QRS 757.541 TO 757.571. THE CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, PRIOR TO EXCAVATING, BORING, OR POTHOLING. Q. NO ADDITIONAL PAYMENT SHALL BE MADE FOR UTILITY RELOCATION COORDINATION OR DELAYS CAUSED BY UTILITY CONFLICTS. ALL COSTS RELATED TO UTILITY COORDINATION AND RELOCATION, INCLUDING ADDITIONAL POTHOLING, ARE TO BE CONSIDERED INCIDENTAL AND INCLUDED IN THE UNIT PRICES OF THE BID. R. UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES, UNLESS OTHERWISE REQUIRED BY THE OWNER. S. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE PLANS AND PROJECT SPECIFICATIONS. T. CONTRACTOR SHALL KEEP AND MAINTAIN A CURRENT SET OF DRAWINGS ON SITE. CONTRACTOR TO KEEP ACCURATE "AS -BUILT" RECORD COPY OF PLANS. "AS -BUILT" PLANS TO BE RETURNED TO OWNER AT COMPLETION OF PROJECT. U. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL HOMES AND BUSINESSES AT ALL TIMES. PROVIDE WRITTEN NOTICE TO ALL PROPERTY OWNERS AT LEAST TWO BUSINESS DAYS IN ADVANCE OF WORK. V. CONTRACTOR SHALL NOTIFY OWNER 48 HOURS BEFORE STARTING CONSTRUCTION, AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAY, SUNDAYS, OR HOLIDAYS. CONTRACTOR SHALL NOTIFY THE OWNER A MINIMUM OF 48 HOURS PRIOR TO ANY TESTING OR REQUIRED INSPECTION. W. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENT NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL FIRST BE APPROVED BY THE OWNER OR THE OWNER'S REPRESENTATIVE, ANY ALTERATIONS OR VARIANCE FROM THESE PLANS SHALL BE DOCUMENTED ON CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO THE OWNER. ANY PROPOSED CHANGES IN CONSTRUCTION PLANS MUST BE SUBMITTED IN WRITING AND APPROVED BY OWNER OR THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. X. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS, SURVEY MONUMENTS AND CONTROL POINTS. SURVEY MONUMENTS OF THIS TYPE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE, WITH APPROPRIATE SURVEYS FILED WITH THE COUNTY SURVEYOR. Y. THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED OR REPLACED MATERIAL AND EQUIPMENT IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS, EXCEPT THOSE ITEMS DESIGNATED BY THE OWNER FOR SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER, AND SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED. Z. ALL• STRUCTURES, LOTS, SWALES, DITCHES, CURBS, ROADWAY SURFACING, SIDEWALKS, FENCES, WALLS, MAILBOXES, SIGNS, POLES, GUY WIRES, IRRIGATION PIPING, PIPING, AND UTILITIES DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY CONTRACTOR TO EXISTING CONDITION UNLESS OTHERWISE SPECIFIED. AA. CONTRACTOR SHALL PROTECT TRAFFIC AT ALL TIMES DURING CONSTRUCTION. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED BY CITY, COUNTY, AND STATE AS REQUIRED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE OWNER FOR APPROVAL PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. AB. WORK HOUR LIMITATIONS. ALL WORK SHALL BE CONDUCTED BETWEEN THE FOLLOWING HOURS: WEEKDAYS: 7 AM TO 6 PM OR DARKNESS, WHICHEVER IS EARLIEST. AC. CONTRACTOR TO COORDINATE AND WORK WITH PROPERTY OWNERS. SEE PROJECT MANUAL SECTION 600 - SPECIAL SPECIFICATIONS. AD. ALL COMPACTED ROCK AND CONCRETE WORK SHOULD BE INSPECTED AND TESTED TO MEET SPECIFICATIONS. BRANCH ENGINEERING CAN PROVIDE INSPECTION SERVICES IF NEEDED UPON REQUEST. PAVEMENT MARKING STANDARD DETAIL BLOCKS SCALE: N.T.S. Effective Date: December 01, 2020 - May U, 2021 TM500 anch MGINEERING.=%A Since 1977 civil • transportation structural • geotechnical SURVEYING 4313 5411 ,3rtrec-�,t" SpPi'rrrfi Ids%,0 77 p: 54 3.74 x,.0637 www.BranchEngineering.com Springfield OR I Albany OR P OI *GINee 1�1 #53,800 1P P r DIGITALLY SIGNED W EXPIRES. DECEMBER 31, 2022 ' iod ect til -,are: Z Uj QO as z� O0 QV °C z JS400 ce� Uj ��o V Uo OVU.j rvo DC �oWo m QZnW Qm� Z J wZo LLj<o� � Cc wa� i' z = u Q°0Uj"Z Q V Ce. Z J W MV) r- . s FEB. 03, 2021 C- - .' y!� 4" WHITE LINE W-2 lt.. 8" WHITE LINE �-- -.� `,,,_Y .,1 IL — 4" YELLOW UNE C� 8" white lin __sem rectior► of TrafficC•"-�/ ;0004.5' 4.5'min. 36° .. 8 "white line-/1-�---- 20' --�i 4 Direction of Traffic 4' an orientation €or field layout CHEVRON BARS 1' WHITE BARS AT 20' SPACING T� Narrow Double Yellow Line 1 rt r;. 4„ { 3 20' angle orientation Narrow Double for field layout Yellow Line TRANSVERSE MEDIAN BARS 1' YELLOW BARS AT 20' SPACING GAM WB YB WD WD-2YD NOTES 10' — 30' IL 10' IL— $. 8, — ® .� .r... -'f 2' %T8' 2' i-° $ 8' 0 # 2' 1-- 4/) WHITE BROKEN LINE 411 YELLOW BROKEN LINE 4f! WHITE DOTTED LINE fw WHITE DOTTED LINE 8" 4"YELLOW DOTTED LINE For lane extensions For lane extensions and bike lane extensions For lane extensions DLL F40' 12' 12' g4 1L — � � .I.. _- 3' DLL -2 12' 12'--� 9 llil I 1 IL— = � 3' �- NPR 40' 10' �--- 30` 4" space 1L—� ez�� NPL TWL 40' a' 10' 3 0' j 4" space (� Thru Traffic Sidec-�� 1 � IL —� e� i 4„ space 10 -- 301 40'-�40' Increasing Stationing�e � Increasing Stationing 4" WHITE DOTTED LANE LINE For lane lines in acceleration/deceleration lanes 8" WHITE DOTTED LANE LINE NO -PASS RIGHT 4" YELLOW LINES NO -PASS LEFT 4" YELLOW LINES TWO-WAY LEFT TURN 4" YELLOW LINES For lane lines in drop lanes 0M-40 Narrow Double -,3 ° 4.5' Yellow Line 1 min. � 3 4 40, 7Narrow Double an orientation Yellow Line for field layoutEdge TRANSVERSE MEDIAN BARS 1' YELLOW BARS AT 40' SPACING For use atpeft turn refuges exceeds 200' ainted medians where distance between l CD 1' space ND �. For traversable median 4" space ----- � — — - — - —- --- - -- (thru traffic side C - ✓ ztFor Centerline NARROW DOUBLE NO -PASS TWO 4" YELLOW LINES NDW 4"space I NARROW DOUBLE NO -LANE CHANGE TS Direction of Traffic r�> 4" white edge line 4" 4 1. min. 3b° 3, 36° an orientation �.e 20' of pavement for field layout TRANSVERSE SHOULDER BARS I -- — - — - — - —--------- DOUBLE NO -PASS TWO 4" YELLOW LINES TWO 4" WHITE LINES V WHITE BARS AT 20' SPACING MC �3, 5„ 17' : s '..CED �S— Wheel Stop 4 gyp m w w I• ,rte . — - �-4" wh;te lane " 2' (Typ.) : ' 00 3b° o 4" white line 2 "' Direction of Traffic BYLD - --T� 0i Direction o€ Traffic CAM BOOK NO. NL -A— — — — — —— SDR DATE —9ZIU Z020-------_....._ The selection and use of this Standard Drawing, while de- signed in accordance with generally accepted engineer- ing principles and practices, is the sole responsibility of NOTE: All material and workmanship shall be in accordance with the current Oregon Standard Specifications. OREGON STANDARD DRAWINGS PAVEMENT MARKING STANDARD DETAIL BLOCKS DISABLED PARKING DETAIL (white} YIELD LINE (white) BICYCLE YIELD LINE (white} the user and should not be used without consulting a Registered Professional En- gineer. 2021 DATE I REVISION DESCRIPTION LEGEND Direction Of Traffic, Increasing Stationing — Lane line dimensions are shown on the Or Thru Traffic Side striping plans 07 120201 Changed Min. widths for CH TM TM -40 and TS PAVEMENT MARKING STANDARD DETAIL BLOCKS SCALE: N.T.S. Effective Date: December 01, 2020 - May U, 2021 TM500 anch MGINEERING.=%A Since 1977 civil • transportation structural • geotechnical SURVEYING 4313 5411 ,3rtrec-�,t" SpPi'rrrfi Ids%,0 77 p: 54 3.74 x,.0637 www.BranchEngineering.com Springfield OR I Albany OR P OI *GINee 1�1 #53,800 1P P r DIGITALLY SIGNED W EXPIRES. DECEMBER 31, 2022 ' iod ect til -,are: Z Uj QO as z� O0 QV °C z JS400 ce� Uj ��o V Uo OVU.j rvo DC �oWo m QZnW Qm� Z J wZo LLj<o� � Cc wa� i' z = u Q°0Uj"Z Q V Ce. Z J W MV) r- . s sheet: C5 FEB. 03, 2021 TCH, UL GAM 20-234 DETAILS & CONSTRUCTION NOTES sheet: C5 copyright © 2019 Branch Engineering, Inc.