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68th Parkway Local Improvements
i- r 1 RECORD • Pik Ft lit WAIF . , , , . , . SW _ 6E1 TH • DISTRICT NO. I Ihn PRCIVEIVIENT LOCAL 35 . CITY TIGARD . . . . OF . . . . . TIGARD, DREGoNi .. __ _ • • • .\V _ ti ce VICINITY MAP SHEET INDEX SITE PLAN iz" WASHINGTON CO. oc MULTNOMAH CO a Progress 5� West Port/and QoG,t\o • •2•4 1 . PLAN AND PROFILE BEGINING TO STA 6+00 w r3 S SW Taylors Ferry Rd g°�� way Q W yo�, f 2. PLAN AND PROFILE STA 6+00 TO 11 + 50 G`��G �r, e,,d oN Q P o , , 5 - o n �`' 3. PLAN AND PROFILE STA 11+ 50 TO 17+ 30 .:1- 1 =+150 :-: LowstMa iele?f �- N5000 Oak I c £ 1/ eeo to N Pi- R a� �I t�01 �''/l r co co co Pin r , 'O 'g^ 6502 DA Z X efa'` SDrace �' SW 68th Parkway 4. PLAN AND PROFILE STA 17+30 TO END Q.I.D. BOUNDARY • w w r Project Area O � o y ' ao .. 4..0. ( ' ity 5. ROADWAY DETAILS \ / Q Greenbur Ares` , Bticnti Haines Rd College Z .� g ab■■y lib >; NZe � a a' M �, � • 6. ROADWAY AND WATER DETAILS a zoo DA 100 DA Z Mow —€ � € 1111 �""� p 7 C OP o�`E \ 1`. to to 1• •. U.CL 7. PAVEMENT MARKINGS a (I: c Q Melrose St a 2 .44> 45 ct J' �, ./ o °f °° °^`o�sA� 8. DRAINAGE DETAILS CO + + ~ z z Tigard o 'F, + I0I DA O N o W „C o,-%R 217 Kruse Wy �� i / 1 I CL ACKAMAS CO. 7.-'' LEGEND U aim NEW EXISTING NEW EXISTING l/ 04 , i PROPERTY LINES -- STREET LIGHT /' fUr Z . IO2DA ® E o Z CATCH BASIN (CB) • �Cg W Q R/W (BACK OF WALKS i,:.:;;•: � � M 0 Z J FACE OF CURB • MANHOLE (MN) • 0 ^�H N 4000 + W 0CC Ili V SANITARY SEWER simmoss SS�ommir FIELD DRAIN • LL wCI- WATER rV IV -� T � T T r ARSA IN CUT I / 2300 DA CI( ---7-7-7-71---"7---T---- STORM DRAIN SD —=50=== AREA IN FILL 0 . 1111 SURVEY MONUMENT 0 • PAVEMENT OR SIDEWALK / TO BE REMOVED / SIDEWALK _ FIRE HYDRANT 'o ODOT IMPROVEMENTS • • pizo AC DRIVEWAY WA TER TEA VALVE N 0 SW HA INES E S R D 1 O I ..................................... ELECTRICAL POWER — — E — — SW ATLANTA AVE WATER METER °W/� — — — r + a z E `1 a ►— OVERHEAD POWER E / W ± W I W �,� U(TO BE REMOVED) TRAFFIC SIGN T • ) > Q ' > ♦ )J �, PENCE - Q X x- VAULTE,] I� I �� \ O co CoWHEEL CHAIR RAMPp� II A \ TRANSFORMER ❑T rT] 33 D I /6.4, - , 0 A/ yfo,sto, f=329-50 �r `�g o _ L =4.�2.G2 `-CA"'�, .V 5 'tf( j ,- �� \TZ-. oOOT- sGO•�E EASEMENT • ` CL/.2B RETU, 1/ PQR /�G LOT 1 G/24YEL T= 29.G9 , > >- ` S,EE r, •A/L AB --— \ EX/5T/NG .4GP - corn r N - CL/Rea pl , ioN.% 30;4T-41 e7;41 - • . _ ttl q IA m N .-- \.N 44. 1141:*:11114 A . , , — i to \ 4* - ... _ - 7iiii 22-6 Ag o z Z 01. .t27`99.EC,2 r \ iP. 45. -3-6.9 - 03 s A' o,: S/GN BYCITY nn• '401 .. .1.0••••ac 3 0 , 2 6 � `� N 5e �2, • 3 57 o o- �� �, 9 _ E 3 +10 (� 2 j� rc Z -3 A/R RELEASE VAGUE G, 1 -<2 "PVC /482.ea. 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SECT/ON, x ` .� � • _ j SEE k REMOVE EXIST CURB f S/OEWALK. NEW EXISTING i h 6 CONSTRUCT NEW PAVEMENT 0/O' SEC l/ON PAVEMENT k q.. 4 WIDE TO MEET EXIST PAVEMENT), N • I k % , `k CURB, S/PEW'VALK c' RETAIN//VG WALL . ,- \ ki EXIST TREES /N PLANTER .97-R/P 0 CURB TO BE TO BE MOVED TO LOCATIONS �i w v N W / �►ESTQURQNT J o y REMOVED � 3 � o WITHIN THE NEWPORT' BAY COCO 9 v h N a w a LEASED SITE. W `n EXISTING o 0 1 0 < o cn 2 '/� PAVEMENT - • \ '. .•.• • -.,'•,;.; CROSS SLOPE z x a L 1/AF�/ES • W z 0 j • V w o 0 71 •,-1 \ 2 Q Z — z Q 3 TYPICAL SECTION Z 0 17 t 50 TO /8 '79 �.," .I., W NTS 0 ° , _ _r _. ._..._._ ______, ____.» .,___..__. __ _._. _._ .___.._ ______ _.._...._._»_-— __ ..__ _. •_ ___ _ _ • 'V. \ .- _ I i i ! I I otQ I i € A. Y' IQO vC = i r, > i ' E :/VAE.W AR/VA-WAY - € •• i ; i i i 0 z o M ° a . . .3 5 J € b< 00 /y� ,z.L i i • i E E € W z - t r. / • O J '� J i '� _ !Pr=334 tea_ - E _ (, z z W . . �. rr - - Ex/sT/ 4. a; mo € i j 4 i i 4 TOP 015-W WALL € ; N €M a•0.79 E z o U E _ o i 6�/ ABOVE # A7r WA . € _ ! i = W d 41 . . € 'BACK OPIWALK. . i . . . . . . .\ qiN . . . . . .�.y.i. I ( i J i* DESIGN:G.,e4U.515 .g .E4,47-7j9.A -5'; E I € : : : : ( : : •�' : : : : I k` ,{. -' € i ( �t I �1 i TC A ARE A15 CO/1/9 iQf/CTE E i .. t1 Z { .m F.^. ! i ' i VP- t._ R j--A t� i I» _ (h . . 4 =M ; € i i f • A c . . . i = Es/4w: s' �1• (11�' F}' R. . . . �� : : i�; . . .cl.�. m o E E �. �p i O. ; • .� .` i .,l. ! RV [�; g i P / _.... Q p.� 14 k' 61 {• lj Li- -- �' bPi � PI 32A 53 � o Q w NEWa /WEWAYA`74 v 1a 2 Iii en... ; _;� 4 € �2�tf, I I� I I U. N Nk k v IA !°) 0.1 a 0 4. %; i 01 — . •1:1 P14.'l & til en tIS t‘l iiii j 2 i • r. �V 1 € • ty) A Bove XTENDED O Z AC CR. .sE.0 r/cis/ Imz a vqi it) 315 M' �10 [ '... -a , ' '------tri e- --\t, — ir----- N 0 :4 :EX/377,V AC W I03 Z-4 z-4 k N m pl t . . . '1 I N. a 0 .:•Ocli 4 � e _ /7 . /8 /9 2b � r RECORD DRAWING 2 m W , III g c t 1 f \. a\ itio NOTES • 47 °:syo NOTES ,, 8 0 = I. FOR RESIDENTIAL DRIVEWAYS 1. ' PROVIDE EXPANSION JOINTS @ ZO' MAX AND p u r. - ~ '°` - G AT ALL POINTS OF TANGENCY, MATERIAL / ,, •Jr \ c V' 2. FOR COMMERCIAL DRIVE WAYS - SHALL BE PRE-MOLDED AND NON-EXTRUDED, /2 THK �/ , ,\ �\��. / �� I ,, A =7 Z. PROVIDE CON TRACTION JOINTS @ /O� MAX, �'• �� /2 PRE-MOULDED /Z PRE-MOULDED EXPANSION JOINT FILLER EXPANSION JOINT FILLER tr A 7 A 3. AT DRIVEWAY APRONS, A = / AT RAMPS, A = %2' • . 4. C'ONCRETE. -ro �E 3300 PS/ AT 28 £AYS. o 0 W W FACEOF m SIDEWALK J �a SIDEWALK CURB ,y to tl) m �D �� �� TC ELEV 3�4� R �' EDGE T.C. ELEV. SHOWN ON PLANTER T.C. ELEV PLANTER PLANS STRIP LESS 0.42 Q LESS 0.42 STRIP III-III= = LW d . DEPRESSION FOR I ' ' ' T. EV ' D/ NOTED PLAN _ ' _ T.C. ELEV. �V16144.• • • • - / 8 3 C. EL 2 M /V T D ON 2 -� Q t� • }I. / DRIVEWAYS AND RAMPS cnZ • A J A RESIDENTIAL COMMERCIAL 0 DRIVEWAY PLAN 0 DRIVEWAY PLAN Tw 22 �� OF. "� SCALE I = 5 CURB SCALE I = 5 I i i.; ,' CC T.C. ELEV. _ 8 d`. T.C. ELEV, t0./7' • 4 • 4 m .1717.7777-777.77:7: :..:,•:; si. ,--414 .4, (1 al • "., . •.. . . • i . .,, • ••• -isel - - . : • ,... li i 041 ROUND TOP OF • :.'.:'5'.ii':0110101111.1111r"\\D �. QI BANK / R. , 4" / , v • _ • ..�. ice:? %�•-,1 I _- �J" �� � d� FOR TH/CK/VES'S 0"(.3/�•"O'� AGG,e�"GATE BASE• 8• SEE NOTES / Z 9'� I �,\ '!1I :' ABOVE I o SECTION A— A - o - .- SCALE I = 2 o. 0 STANDARD CURB I DETAIL A SCALE I " = 0.5' Q 0 h W O W c( vl Z Z SCALEI = 1 3 v o w w ¢ I > a < U 0 O U Q 0 GO RhW � RAW z x �O V 2 O O w = Q 5 3 _ Z Z. � � Z Z 3 • 5 ,, a SLOPE OF GUTTER' TO I- / G ,r — //Z';2 ( ) z MATCH STREET CROSS /'R. +r 0 . PACE OF cot. SLOPE, SEE SUPER- _ "' v ELEVATION CURIES ' A ; °:::: '::: • Q • SSN .4 tit / TYPICAL CUT / 2 V) DETAIL A LEVELING COURSE - 2" THICK f RoAO ELEV ci ? Q / 2 SLOPE - - T •- CL//ZB NOTES /-4 • SNOW/V ON PLAN T J ec �„ ; ; p : .�- \ -gBOVE. O 4110 T.C. ELEV, v W _ 414 r 11 SLOPES VARY SEE = O > V5'uPER cURVES Ow •9 I- 0 ` 7„ P� 1 ' \ --__. : . 'di:4. `/ r -LAN FOR e VALUE 4111= a 4s. .15,: ti. % �� UCO r II " II _ 4" /1. D" CRUSHED r- O" z ,- l=i •- — �� i _111=r11=11 SLOPE Z % O SE- val.', °�: •_ i O o 1� III WHERE SHOWN ROCK BAo, w Z Gz, TYPICAL FILL /'111 / / it Q 4• ON PLAN _ o:':4:. 0 w O SLOPE - /. . �j Z -1 , l \ • .,, ' _=,'--•,. -TE$. to TYP /O? 0 z O z A:.. -". • �'"i � • / MONOLITHIC CURB AND GUT TER TO BE USED WITH w C �� CONCRETE STREET ONLY CURB £ GUTTER MAY 5E ct o I :;:;•_ ' POURED MONOL/Tf1/CALGY WITH S'TR'EET US/NO AN M 4. 0.. ARCHITECTURAL SCOREL/NE /5'FROM FACE OF CURB. /%..,,e' � 5 C"AC 2. DOWELS MAY BE USED INSTEAD OF KEYWAY /P Z%r"C1455 "�""AC CONTRACTOR SO ELECTS. KEYWAY MAYBE HALF 71 - 21 (3/4" - 0") AGGREGATE BASE ROUND. / Io" C2"-0") AGGREGATE BASE ID MONOLITHIC CURB 8V GUTTER 411 ii � _.. NTS Q w 4 AC ROAD SECTION (ALTERNATE) 0 0 A 4 ' 5 SCALE HORIZ Ill = 5' a - VERT in = I � � J Y 4 . a a a 0 i- 22 ' — 22' Q ■ I- a E/2040 ELEV u. a• .5/-49wv O, " ' �'. 7� ��✓ .SLo, c VA/2YSEE .See AC S5C770// Im NOTE SL�PE2 CaevE5 oN FAe S/G>f1NAL�C LerAlLS /4 R— Z O CONTRACTOR TO PROVIDE A'L.Nt�F0�2 c� l/.4L 1JE. ,�W 'S/vE SL.G3�,�5 �� >. 0 Q JOINT PLAN CONFORM/NG ; ':• A F. TO RCA PUBL/CAT/ON • • ¢ , • , Q _ i,e,= / IN. 0 0 /52//. OP AND /S059 oaf a '! . .,�. . EPoX(/BONO— '1• SlJ.2.CAG'/it/G a / 2/ �� • • . . + V W •' .�• '�"" :a •` • •o •" ,Q a ' • �► NOTE• EXTRe./OEO CIJ.QS Tb p t .b1 ..t.. _1 �s . .d t• �' •dII :o 'ti •'a•• a' ;� . '• BE USED /N19A2.C/NG � 1-453 "--1. • :: ;. /OrsoAx < 0 ��: i . ..... - . • •. • . • . . . . y�•PC.0 „ - C.ZUSNEZ7 a e l VEL 44SE ^,;' ': i 4" /'=0"C,QL/s'/E ' ,QO ve .645E CO k ( PCC ROAD SECTION EXTRUDED BONDED CURB (CONCRETE) SCALE HORZ I" = 5' ID 5 NTS VERT I�� = I 4/1 (ALTERNATE) 3,424 To /77434 1 N _ 1 RECORD DRAWING W m ?_ i 11/4!) - I • I• t • J. L•�. _ _ _ .� . . . .. . _ . . . . .. ... . ... - -., ... 1r1/4, 4+k 1‹., t : a r • f O(JR 7f/1 TGl" o'/ /ouiv477/OKV L VG f4NO 1 ti. v o J� ci „ /N/ 9/ TO /WATG// AL2.41 `T 4/ CdNC,/ Cab •fiJ� 1'r 9 14442-X5. FO'%1 7Z7/ o� , 't/24Tiati c`i 4R ' 3f\ * ' Rl2 ¢'/ ,9i'-Olf/ C(Jf r If/ALA oi`3 i/N.9G .Yyl/O LAYOUT L/NE �r 4c2 . /5)e./M/i✓.�.,2 EGG ..4lJl �O To v �y FOR RAILING.7, SEE-� -c �LoL fan DET,4/L 77//S D WG ti Pfi01//GL� ,// / .�'.G - AVeIGG . P/N/5/1 CG)4 / /5. bi0 Q 3/4"CHAMFER, TYP !�!'/TN �OCT/NT 7ZX�G //6 A'V7 //V Lf/.4GK �i� D p O ,47,4 1 .D 4�/-i• 8"l/E�T/C4L 44ti5 m 47- it(\/2" .� r I •r ¢Z2.1/1 C-01/Cief `4 L \1ti ,4 rA/Ar/ /r • - . FINISHED GRADE } „\v'//,„\y„ _►-�" CL R il,'4�W AI 4e¢% i TYP .�i�if'� r4 falV' 1/a71 :;;. 2- ,_, �'` ' ,. `'�A,.• �, rr;• ••.:._ _''F-r, 1/2"EXPANS/oN ifis : �++'4:' .', JO/NT MATER/AL •� / 'A• I Q 1 \\\\\\\\ .• o �� \��\�\��\\\� � . ����������� p'r_ ; �, • ..; �. I/2 , T chlae L am+"-J -`.-� ° A; - - ,� O Q OARS"a„ • #4 @/8" . M M-1 RE-TA I NER k 12 LAND :�.:. .: 5!Oil /-r3 2i9" �' f/G1N0 f/OLe !'Y/T// G _�:._' P i QL 0� DRAIN ROCK, 8"W/oE, ( ---GOYe PL,4T �_y� . ••.•F'.�:.., - W FULL LENGTH OF WALL a a< �:r ' Q Cp �� z /,,,.,' Clr.:"c I!II/I g _ . .e 2it 0 `VEEP HOLE, 4 'C/e g 1.1 , m! GeV&GV -/t/ GY. � o' -III • i r,n • . Jro ���l-Qg ` /� C i,I:` I �i T 1 cif �T �'/ �!� cc W // .•i,�r/ II �...ti � • �� _ S,� ONE CUBIC FOOT DRAIN ''' I vo ° `� t I ' 0 : 1 ii; ' II �--� T� .O a94e? /2' DI 40a ■ ROCK /N BURLAP SACK r.•;;;•.• h:: : ' o��Wcf/D/Z /.51 -O ROCK SECURELY TIED @ EACH • ••••HYDRANT TEE GATE li4LYE o' .•• • • • mr 4` 1 \�?i-I-_�� /i�CavGO/T / 7 'p COMPACTED HOLE •► •� CONCRETE TNRUsT r - `'4•• - =111_ 1�f1f=11�= " „ 1 i i Ii cr BLOCK 3 SQFT rtil/N 2'SO 1 2 x 7 CONT/NOUS SHEAR KEY ��l /%�r i-4-►I--}i1t N Cy A/� Cau,Gr�GTOr2 BEARING CONCRETE ?HRUST '4 @/8" 1 G'4"VLU/T T LA'S 1 , SoL/o PRECAST BLOCK - 3 SQ FT BARS "b " - J N JONGTiON LVX ;-:1 --Int < PIER BLOCK MIN BEARING —\ _ N l 3 SO FT BASE �_ /%�"D/A. ANC//or� d�Ts I :l� �' 1 V 14 0 to"' C O V ,B4v( G1/,4 I v ,4'YH � � T i ,, g- -#-4 7? AG .�4 5 1 L r q I - 1; 2icz-1+-- 0FIRE HYDRANT EARS "of ( C) (TYP> 2'-co'' �. ' o v 3'CLR V NTS FOOTING �'P e0 ELEVATION o. NOTED ON �2 '- O" 1�1 ti` H PLAN B _ ,3 FOUNDATION DETAIL for 25� STREET LIGHT w o o o ,� ro N7S MAST ARM LENGTH 4 ' Q ° ? �� LEVEL BACKFILL Q N ,,, ,-'�►t NOTE : f- x N = - c= STEM OFFSET FROM VERTICAL DIMENSIONS AND BAR DATA w w �� / �r �="'r ,, A i���\� _ LAYOUT LINE. OFFSET TOWARDS DESIGN r V 2 u N-. 1 BACKF/LLED SIDE. MEASURE d AT �� 1H 'B 11 ' C S 11 T 11 a b d d ' zE • �III�� lu ¢,. TOP OF WALL. SEE F GC/REAT R/ HT 4 3 -4 I -0 I 0 I/2 12 #4 @ 18 4 @ 18 I /4 oo .:'.‘-. • •'; 5 4-0 I -3 3/4 I I 1 2 4[�q 18 4 �q 18 3/8 _fin=Lour=;�1-r���lr�� yltl (rn., =rr1= 1(., g' 41-8" 1'-7 1/2" 1 1 1/2" 1 2" #4@ 18 *`4 @q I8 3/8" C" Ni 1 tu- • c 2 RETAINING WALL 0 ° TEE „NO (/) NT5' ,., c, 0, A BEARING AREA OF v /C/TT/NIT F/TT/NG SIZE THRUST BLOCKS IN I. S Q FT 1jC N /2" 45° BEND 8.7 it STA /7t34 Co z BEND /2" 22 ° BEND 4.4 gt /2 // z BEND 2.2 0 0 E z„ L z 2 �2�'CLAS ",B"AC N W z 7"PCC © ic F lee /2" TEE /I. 3 11 r- - - -1 , 1 r CENTER l�l//T�f U rn o I O + O I , STREET LIGHT w o 1! o - ILIP1 s'ET TOP FLUSH I > 4II 2" 3/ ""_O 4,. / _O" W/TH .S'/DEWALK .. CRUSHED ROCK �'sTA l7 t 40 CRUSHED ROCK Oa4 TANDARD BLOCKING DETAILS CRUSHED ROCK �� 2A S to -I z ,a 6 NTS ~ = (3) WHEELCHAIR RAMP Q AZI Pi ct NTS O 0 W (o AC/ PCC TRANSITION - STA 17+34 i' BROOKS PULL BOX x 4 a z o a 1 "D/A PIPE ( NTS b NTS a a 04 1.. . H ct 8 TYP --1 Q �C O N 3 T/ES y4„ . r .1 _ o chi IL J 1 Oh Lb to V � ' - a• •I I.' 4 -�'.3 x /L(o " LONG I 0 c 4 - O U ? �► ° 'i NON-SHRINK ROUT I- 0 2 i ( a` . ilb - 7 lk i 6■� / ,G UT 2H h 1 I. POCKET 5 Z LOA/G `� al ›. `ToP OF l-YALL Q WO °. -TYPICAL WALL RE/NEORCEMENT .3% L� NOT S'//OW'l/ FOR CLAR/TY. • -? . UI j i�_ i _ SPACE SOCKETS @ B"O"MAXill N Q 1%2" D/A PIPE FOR POST SOCKET 3�" A CC 0 � 0 RAILINGS POSTS SEE DETAIL THIS OWG \*k '(:) tiv a SEE RET. 'P ,IDEv-77AL Z/2 " WALL SECT/ON 'S GLA.�S C AC ���` k ` ���\ Q MATCH EX/S T/NG GONIME�C/AL_ 3%2''CLA55 C"AG �� 03 tk L'v (0/4"-.0"..)• AGG,eE" ATE SSE 0 "e"'&w�w......mo 8 RAILING 9 POST SOCKET ¢' (2 "-0") A6GEGATE 8 95E • - , ED o 6 NTS 6 NTS IN /0 DRIVEWAY DETAIL o- 6 A RECORD DRAWING J 30 a.+'3=R.tr _..-L32-_-.C - ..: .:JS"s.4ii.. -• r--..._. _-. 1t (---, *� 1 r s A, r CC-r / °;:.,r 0:, O z $ o r LL W - ,,31Y313'13' 3' ,3•� 3 'I3- j,3 j3' 4 3'-a„ • 3' 8" • v� �� ^ \\ o v Ci m 0 0 0 0 m 0 k0 O O m A y ti �� m 0 0 0 0 m 0 0 O 0 m ""( ,(,28 , p.2/ O O__/L DOUBLE .20 W �F• YELLOW B 177ONS -- o � H cD II ".".'"4C9-8/-�� coQ - � ,1'1 ♦' .4 9 (747 ( or ;7 G9. 79 POT T- m I Q - i \ LCT0.2 AT / ' / TAL5 A ilit \/ CD © �` m m CO 2. 8. I I Z, 8,. A a 4'� - X � N 'e�y 11© `J�\� m 4"DOUBLE YELLOWL-/,/E5 w/,e,EFLECTO.e.S" is . - i •>. 49 . r e) 1 Ilki • a , '� + I. io i 5' 3' 5' - 4 U) �` . 1111 A I, 6`-7 6'_7" O 1. .. . 44 rowfr. u ..... P CI 0* �'J m m w w 0 �'� % ,,yo \` ;; © w r LEFT TURN"ARROW "THRU"ARROW "RIGHT 7U,4N''ARROW _ S �' AIiENUE ,P� O_ re-- 4"o.ene i/ L44-//TE L/'UE W/ .eEFLEaro s x� y I y7 o OMB ammo P 0 /11 ? \re - 3'-8" 01 0 ii- 3' L 1 k -- // EC77ON OF" T-2AFF/G I ( _8. 4.5.4 /5 ' 3// D i. a.. 5 4. '�5.. 5. e.. 5. Q • EV I II l ---- \.... .2 —L b oA 4) 4" 8".S0C./D L4/1-//TE L/NE W/,2EFL EC TOES o o Ia'8 8" a' _ 00, NOTES: PA/NT/NG KEY REFLECTOR LOCATIONS ° IN E REMOVED- 4" SOLID WHITE WITH REFLECTORS O 5 - - c' Z Z o o CA V Q U W a H Q 1 1. EXIST G LINES ARE TO BE 0 © 4" BROKEN WHITE TOEx/sT/NG WITH PAINTED LINES °N 2. ENGINEER TO ASSIST PAINT CREW /N LAYOUT, AT ® 8" .7OL/D WH/TE (® - 2OOLF) 0 o ° : 0 Q ° Q WHICH T/ME MOD/F/CAT/ON MAY BE MADE TO 12" SOLID WHITE NTS , ( ,1 -TRAFFIC PLAN. ® 4' DOUBLE YELLOW WITH REFLECTORS -..1 a ° H- X © /2" S'OL/D YELLOW v -v — —1__- ! • w w 3. 7-RAF-Fie CONCEPT PLAN WAS PREPARED BY O.D. O.T. 0 SOLID DOUBLE YELLOW U I W/TH BUTTON ON 31-O" Q 4. ALL PAVEMENT MARKINGS To CONFORM To THE CENTERS (4 ROUND ~ z UN/FORM TRAFF/C CONTROL DEV/CES MAiVUG A . / REFLECTOR) SEE"LEFT TURN" ARROW ��ON`Y" v/ •4-i o ARROW TO BE PAINTED ., U - - - TRAFFIC FLOW, I s 1- //FORMAT/ON ONLYup z 0 U i■1 0 TRAFFIC PLAN-68TH & ATLANTA 0 SCALE: 1 "= 68' ± CURVE C = S X 8'-0" U 60 REVERSE _ i•r G' ,% � COMB/NAT/ON "THRU/LEFT TURN"ARROW z0. O ■�. ,� - 0 E a cc, m V L's' I /2" YELLOW r 1 4" DoU.BLE YEL.LO-W z 0 w o . 4 TRAFFIC MARKINGS M a MEDIAN DETAIL �, 0 _ '7 NTS E NTS I 0 3 REFLECTORS MINIMUM ct PER SIDE, /5' MAXIMUiv/ '. i J 4 SPACING w A A B g m 8" WI//TE _ 10=O " Q ■' a ii- ''� —� I - - a 0 �C g z ii. c� FACE ECTOR \ r A� Q M d • Q-P 4 " YELLOW '� rWl-/ITE _ LL 1C, J Q PLAN PLAN �i O e e r WI-I/TE Z �. ::. (0 F. a � A �i LANE MARKER KEY O 4' �8" �VH/TE mi W, . • 1 C• 20°- 3O° o C MONO -DIRECTIONAL REFLECTOR 4"2-t- 4„ t CDBl - DIRECT/OVAL REFLECTOR / co O a (--1 — — 0 NON-REFLECT/VE BUTTON I ee SECT/ONA-A SECT/ON B -,B NON - REFLECTIVE REFLECTORS POLYE S THE R BUTTONS 0 0 N 6 PAINTED ISLAND CROSSWALK STOP BAR - LANENTS MARKERS 7 NTS 0NTS � NTS :it 0 1 RECORD DRAWING q � � 0 - / NOTES : �a� No O �. WHEN/ SEWER E>,/TERS ABOVE \ .(e, O BOTTOM OF MH FORM A FILLET 4,• o T. • OF GROUT OR CONC AS /NDICATED. cr z 8 ‘ w O `o Ci STANDARD MR FRAME t COVER W / FINISH GRADE LW. I I/ • TYP. SET FRAME ,���,���`*�' I1J e CITY OF TIG��R D S7ANQ4R17 /N GROUT 1•�-1 i QQ o A FRAME AND COVER- FINISH AG GRADE 1' II >�j CONCRETE EXTENSION R/NC,S r 1 14 ..2\ N(7i'ES: STANDARD .� ECCENTRIC 2�2 AS REQU/RED TO BRING MH COVER MAN 1 0LE STEPS ON �, . MH TOP is FRAME TO DES/GN GRADE. t-i 3/4r C. To c. TYP 12" CENTERS .* 24 1 �• I STEP ;. (/Z MAX ADJUSTMENT). ... . . II Z Q eo 2 I/2 X �,4• „_�� I i• SO EDGE FLAT BAR TYP. I:11 ~W _W W =N RAM-NEK JOINT 2'-e" y .a MATERIAL OR EQUAL . 1:: 1)____.r. • I 3 I/2 RAM -IJ EK L COI NT MATES IAA- J I. . • . = i ' ,� r� /Z„ 4 • • o „ TYPICAL , � • • STANL14R0 48 • ! - _ f .� cn I. 48 .,�;: MAX TALL P/PES Z 2 i • Tb. - --r-Nlp.-.6" MN RISER ! d /- O fZJ` 48" lE SHOWN COMPACTED GRAWLAR ON PLANS BACKFILL u., IIcc iw: BOTH ENDS 3/ . k '/• X s/-" SECTION A—A • 4 _ 4....:. :.' :...1.-' , =''' ALL BARS / SO EDGE FLAT BAR (18 EA.) • I�FT SLOPE i•: ; i�I L. SLOPE I Z : l '. L :�. , .. . . . : . ; '1 A , . . ' ,;-��Q ICI ='-==� --- '9 'I� UND/STUBBED EARTH . '�f PLAN �' • 3(s7 1 - • - MAKE SURFACE SMOOTH $ - 0� •' -w9% I E SHOWN -' FORM G CONCQE.TE. 1=I ELP .,' • • _ --:;%,, .��- •;i fit!; ROOVED ll�/VERT IN A ,•A ,'!��. - O+V PLANS �i; less'--.. DIRECTION OF FLOW T Y P E W. I.W. P �d' n� - _....) • It LAYER COMPACTED (0 -0 MIN M/N I OVERSIZE I. - 11/2 I.- 0" PRECAST BASE ON /' . . 1- - GRAVEL (3/4 - O � Z /2" LAYER OF t J�-� 72. ` O REQUIRES 2 GRATES. COMPACTED GRAVEL I --� , 3/4 " - O' e6r 4 "STANDARD" AND "OVERSIZE• ARE WASHINGTON q COUNTY DESIGNATIONS. 3 STANDARD MANHOLE k ` o 8 SCALE I = 2' w V ° 2 h GRATE 2 OFFSET MANHOLE � � 3 w ¢ ,- < � NTS NTS S4LEN /�eGW /YDRKS ROUND o o a o vvi S 8 $TA /2 t 2 5. 5 TILE GRATE HEAVY GY/TY Nk i- x z • w w II C O a. 1 # Ii BELL A• RE/NF — z 2 7'¢ Ct'NC P/PE f• < Z O 67CGY/T /•ULL. 241 ACP C R. R 4RO(/ND ...4244/7 CLA55 III • /E NOTED . z 1111611 O,Y 4N Z O O NOTES : v/ ONE } BAR RECESSED AREA I. 3/4" PREFORMED JOINT FILLER MATERIAL TO BE USED AS SPECIFIED BY w • ENGINEER ONLY IN CONC. PAVEMENT OR GUTTER, AND TO EXTEND THROUGH I.W. B THICKNESS OF CONCRETE. I I ' , I i - 0 2. CONST CATCH BASIN PER DETAIL, BUT WITH DIMENSION SW" TO ACCOMMODATE LARGEST - �— U Two NO. 3 SEVEN NO. 3 BARS AT 6" C. -'t 11;7481110m BARSPIPE Dill SP£CIF1E43. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. I• •I A �+� `. ° •� U,C /N PLACE � -�- IN 2e DAYs. -71 A 111 a; a'. ',' b C CONCRETE f/LL G� �-� 4. IF APPROVED BY ENGINEER WALLS MAY BE POURED AGAINST UNDISTURBED EARTH, t....-- U �� ` .y , .. • `, 1,' - : ' qI (7 O A A EXCEPT FOR THE TOP B', WHICH SHALL BE FORMED. z , 5. BACKFILL SHALL BE COMPACTED TO 95% DENSITY THROUGHOUT. A — 6 L.QNG. 0 w Z O1 6. OVERSIZE CATCH BASINS ' STEPS ARE' REQUIRED FOR DEPTH GREATER THAN 4 O w Q Co)= t---- --i 4 FEET. INSTALL 2 FT. FROM TOP TO WITHIN 1 FT. OF BOTTOM. Z -j W 7. INLETS OVER 3' DEPTH SHALL BE OVERSIZED TYPE. _ 21/f X 1/2" _ �^+ Z O (75 (� _ _ ILLER MATERIAL- SEE S0. EDGE FLAT BAR o w 0 d -- NOTE I 8. NO SUMP ALLOWED. FIELD INLET CL C N " I M E A, 9. BATTER OF 1/4" TO 1" TO FACILITATE FORM REMOVAL WILL BE ALLOWED. SCALE I = I '7 10. TOP OF WEEP HOLE AT SUBGRADE. STH 5 f 25 r a 'C- �� — TIP. _ 3 X_2 I/2"X 3/8"L ct 3/16" w ^Z PLAN 1 ; >m ID i : A el � PLAN N Q ~ URB Iy2TYPICAL 4 Z Piii 0 /TOP OF PAVEMENT SLOPE OF PAVEMENT I.__ iz .1 'Lct • CC a • II- lir WASHINGTON !--1-- _,f214.i._ "- O W \ SEE COUNTY DRAWING j Z O CRUSHED ROCK, � � cl D-104 FOR CURB AND STEEL DETAIL. CLEAN, DENSE, HARDO Illiit—.. 1 ii,.. i________ I 1 in ' 4" WEEP HOLE /lc TYP. _ ANC COMPACTED IN a SUBGRADE ,� ROADWAY. NATIVE MATERNAL MAX WIDTH OF TRENCH ;I.. W I. O _-- - - O I/4" S/e"X 3" BOLT AT TOP OF PIPE ZO/JE =W ' Mil OUTSIDE OF ROADWAY. T IL O -,— 6" MIN. III - -— I 4 if MIN. ID. VARIABLE E (Al* SECTION A—A A 0 Z Z --4,--- PROJECT THIS PIPE DIAMETER DETERMINES .�1�/-� ,� :�,r'I••�+jig• v, PLANS) :1 W•-SEE NOTE 2 # '!r!' :i �-�s ����;� \ 27 MAX. II ' '..tii a - - T Y P E * W DIA. PIPE TYPE DIA. PIPE W. I.W. RC, �EoP f ig. STANDARD I'- 17/8 " 10- 12" STANDARD 10•-12• I'- 3 I/4" I I T/e" ON PLAY . Q 6" ,. " I OVERSIZE 13"-27" 2'- 4 3/4" 2'-3 3/8" N I OVERSIZE 2.-33/8- 13 -2T" 111r. 0 0 I REQUIRES TWO GRATES . . ,, 'r 01 1•_, "-1 I REQUIRES TWO GRATES. SEE �' '' t`�'• �,0• 164---2.-4 6 t STANDARD 8 OVERSIZE ARE WASH.CO. DESIGNATIONS 3 4 - 0 SELECT SECTION A—A 6" w *"STANDARD" r! "OVERSIZE" ARE GRANULAR MATERIAL (�• •� .,q ' �4 PIPE ID (4��M/N.) w►SHINGTUN CO DESIGNATIONS. IN PIPE ZONE - 95% 9" PIPE I O 9`I l D < 18 II SECTION B—BFRAME COMPACTION /Z" _ PIPE /D /2"_lb > 18" 0 W • 5 CATCH BASIN i 8 NTS al t_ i. Co STANDARD PIPE TRENCH 8 NTS z0 = z JIIIII RECORD DRAWING J Cl,C , LL I