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N - xta, i y'� �X ,/'Jt/y,� , �✓ Lir t Prt , i R ._...-....,....,---,..._....._....,_»__._.._.. _ __......^....___..._�...,,♦_ ._._.r,.�.., j, ......... _. .... ____ �- _._..__,._..._.�__^__......_ _.....___-___.___...._,._.... __ .. ... ____.........._.__......_._. _.._ .••__.•_ ...._._._.-___......a..�... ._,.._...._s.:zvtz.•Y:rr_:.r�_.__._..-sem_ _ - _ � r 60-1 �"""• - ✓ ,fw„ �...�'`� `J • u r-"1T 1..:r� 1 ` �+"' 1.�. /�'t, 1 -I • i •'� 2.c~-� I ' �''"' w" C-ANTEaBURY LMEAN45 SIT 94-ri)26 t OF 9 MIChROFILMED Il � lll � l hill I III � I I IIIIIII VIII I VIII IIIIIIi I I � III I VIII I iilil � i111111 � 1 IIIIIII 4MAOE IN CHINA ly 10 11 I I Ate/ BY 10' PVC ~•CONNECT TO -. L - 4,75' EX. 15' UNE I S • 0.0205 It - 71.6:* 77 1_ � -'�'� _ •.r. �tA Z _ '5 �E 7955�_"""_.-__ _ Okid QAAIN _____.__ ___-_ _ - - dIE 7 85Nr'# CAT60 BASIN III `76,Be / Ij _ STA 2ti;1 77 If 1.�7 I I I CONSTP � _ wA f - --- 1Ct QRt'AL 5...�YC PEA C1rr 57"ARt�l. RIMA e1.50 L - 2 :00' �/ _. - . .. - - -- _ . _ _ _._ - •. - 5 QT l ,p // N �..,J ti IE 79.a S - 0.0100 • - - -- 5.0' _. �I t 1 ' ,` ��i1r'1+►36 1 / LV{Lkii► �.. ..� 26' \` f -_ 26' \' �.. i•� \ ; --I I 12X � . I _ 72 .• L - 99.06' S - 0.01 1 �. ',r;/1`�..• � � I _ � .. -• 1 � ._.--__ _ 8,0'- - -- __ _ - . . � i I i I I I / I� r 1_ CONSTRUCT----)' SIDEWALK'�7 _.__._. _ �l'��1►•1;� �� 1 I r w \ - _ - _ - -- - - - - I f-----_ i`- __ .- I I I i I i� t rte,. ' PLAYGROUND AREA ---- ASKE ALL COURT �• .► - 5.U' • 1 >, i �� \ �� 1 ! III \ _._._. • ,\ � 1 I EXISi1NG BUILDIN(. i � -_ -.._ - , \ _ . . _ -- --.. � i I I I - I I 1L 19 Ll I I I 1 _ Lli 9' TYP. ccNoNSTNRucr \-- •_ I � I ; 1 - ` \ P TTAI 4-1 f \ �. 18' TYP. ~ 3 �. �- � I �� 5 w�� >V .._.... � ' .�►E t� c•�.P_L1? s _ '_ _►.,��._c,► \Com•-TG, -mak=-lT.�K., , __.. t F�►tT 1 6oEl Q I A-4-7 E.K!STiNG BUILDING / / / / / / / I/ i� / �r �• . . ----- � -- _ . ._____ - - ---...__._.�..._ __ � I t , t1 2' RAD, TTP. ,.. I ILl I 'T I W_ 1 ' �!!c ,_ ___ V R�i6.N ^ 1 ' � i I i M f�-",./P`JaW► � /� I da • �- - ./r � '`\ 'l / -- -- - ._____----8-94 - ---- -- '" ' / I I ='�'"'ZI� "T�'zE� • ! � � _ ~ � i � / / ��/ / / %\ / / X / � / � / l/ / •-.�.: -- ate:�V ►�, � /'f �� �' / /' // j i I (J� -�•�:� I � F'." �V ICsc � Y / PROPCSEQ BU LDING\ / /`� / Y / / w % / / T ' III ye4+.ZK- I Nom ^ • �( I I I '��i � p Merl / / /��/ / ��/ / / / \/ � / / / / �! / / - '' , - -_.-_� � - --. --__ _. � _ �.� ___._ _'._-�-_ _ -------,--- 1 I � » I p N A / E air__ � ° EXISTING-BUILDING I '� "`- . 1 ( I MfJT GvTI�i P'1r t2 ^� - //I / / '�,'` / % // /> % ' , : - 1 / I //, / I I 45' _ - -- ► I i ( AI. - - �� �' ! 1, / / G'�ct�•'('I` PA�lIrJG I \74 �- • I _ _- - - i'` �I � ' � so - 1 1 - - zE' t-� 1zs' � tf, 4 v Y 86 + • I ( �C� �YAr1t I _ -, -t' 5 RAU. TYP. 34 • I � ' s = .mar t= \,. ' -/ / r' _ C STRUCT 5 SIIiEWALw5 / I 7.0' -1 />;f IftE.MOVE EXISTINr CATCN B14SIN x t N'T STq i I - .. - •�` ,.K , I - Ehf\ NS \ ( I ,,, I BUILD.NEw- 1 ( I r4ItW �otiJc. I I ;' �. ,p y ` I .I I I 31/ I 1 I I 4.2' C,\TCH BASIN • II `'\ �.{Yl� • Wk' ,•• _ �,. k \ `' 1 ` ` ` \ ` 10 ' I I I QAR EX. 15' �'• 1, r I 1 I STORM DRAIN I R : I \ 8.5' I ; _�� I I /RIM 75.90 i 1Vr1 4 I16.5' \ I I f . . ..�.. • '• . .._...� '7 t~ ti ww,r++ �...t. r:i,.. .. _.. ' `�' r .+ ...+. -.-++ ,.w. / ,,.yQ ..r J.Z.�... , ._ '•-.r.. r..-,. ,...��,� / ..1[�..r+-- y I ( > / 1 CONSTRUCT s' ■� i ► I 1=3` S\IV SIDEWALK / N='Iry r i ✓ / Z 5+� < ' 4+00 c i 5,• 3'+oo C A N T,L R B U R�Y L N E. + 00 , i�"►X;�ttr~ +��I��ti��o.t...K- $\ ` '� \ \ \ 1� I I L�x°� t r F CAd4� r;?.fa,� °►,..,� 1 1 \\ \` 1 _ t� -n► 1C, �-.�KP.� ° I (,� E)Z,, CURB FROM CL'STA 24.47.27 TO CL 'PTA 4+67.27 - ---_ 1______�_._ _.. ` __ _______-� _ ________ 7__. ...___,- ^� -_�? �X - ._ ° ok .� �tC� \V�a�.dL LA bL �' .... .. •, eea+eria+o-x-n=•.«:-r�--,-e,.T--_T.__ Pi ��._.. y __..._-a1.__._... --y'- ...___'__ -- "__.-l\ ..__- .-.-_._. --_-I ___s_z__ "_-_�. x-r_�-z.�_-a-,..__--,._.. ___l________­.__.­_-• - •¢ .•i.._._..__ ..-.___ _- ---=.- s_..._._��....�.'r_ .-----_ - __-'-_--'-- -.-`_...__. ,_.- i(•w.J �' -�_ i alz Z . 8 _._ . . ..._ __. . ._. . . _.._. . . _..... . . __._ . . ___ . . ._.. . . ._._. . . _. r . . ____ . . _ __. . . _._. . . ._.... . . . . _.. . . ._ . . . , . .._. . . . . . . . . . . . ..� . . ____. . . _.__ . . _ _._ . . I LIJ i _ CONSTRUCT LOADING AREA r ......._r . ... . CITY STANOARDS CL STA 0+90.77 t CL STA 3+87,77 CL STA 2+11.77 CLOSE EXISTING DRIVEWAY CONSTRUCT 330' DRIVEWAY CLOSE EMSTING INSTALL CURB TO MATCHYEXISIING I D , � � . R CITY STANDARDS ( + I � ,.oPE RA"A l' Acc:EEIN><aGE PARKING MOTt�s `) �f�+��'+= TG7-F'" 16= -►1A L��,'�- 5t f Z 8.0' _ dS 2.0 18.0' ��' 1�'1l i�..1 c.r7 t • � 1. THE PAVEMENT OF EACH ACCESSIBLE SIDEWALK NEW PAVEMENT _. PRQf` DATE Y. 1 PARKING SPACE. SHALL 8ff CLEARLY 2% ..:y �.r� 1 /�/fit �` " T9$4 ( I MARKED MITM THE INTERNATIONAL SYMBOi. `� "�•'� ~ \ 1 {� ►`"•"� ' r�_��►•' /'�" �Tyri 1NE'. `r j`1 - . am or AGCE5I87LITY TO STANDARDS r ""�'t"+ -•- � ��, p•!J ti rq n 1 - 1lMpl •Ide ADOPTED BY THE OREGON TRANSPORTATION I ""• •"�" 1`� t r V 12,820 1! 2�, • "��t'-' � COMMISSION. •- 4� CONCRETE. % �� (•� � , EXISr#NG PAVEMENT CL N \',i •-,�, f��t 1=1 I,•16 RNsS L1,4 t 1fl 2. ACCESS I91_F PARKING PLACES AND ACCESS / 1 3.5' ASPHALT CONCRETE � AISLES SHALL HE LOCATED ON A SURFACE / \---9* INSTALLED IN TV) LIFTS _ � � A �"' � �� ' •c>F s/�' o ( i r . _ - , ,- a �tEt, 94-42 •..,, WITH A SLOPE Nt',�T TO ExCl±.w<p 1 STANDARD NON-Mc1t1NTABLE NO LIFT LESS THAN 1.S-) � �'� =- j •l�'";...• (I --�r �-•- r•�N5 ��.rF-.+I���-I`1 T TV - _ VERTICAL IN 50 HORIZONTAL, CURB (6- EXPOSURE) I- I 1 F �- 14, �. T �, a r\� � �� --�. C.. �� _ "riC "! ''U R'-1 ►-C 1..I��c.. J'►, ' dyA S S tisk SWET -----' -- ~ -- -- STREET SECTION A T ._LpA p I N G ZONE E _ / r i RY LANF,10445 N 1 I `,1* • 1 r )IT 94-00:28 OF 2OF9 r MICROFILMEDVIII I VIII ! VIII Ilii ! ° I IIIIIII � IIT IIIIIII 1 FIHFR- GEARS 4MADE IN CHINA IN I 1 1 1 1 I - ecvutou iF SEE DETAIL 'A' I 1 4. FIT - - .-�- - - - - - - _ _ - � T "�jl _ .r, • IIII � SII 2eJ8iT" -- — — _ I be I l LXI•�TIN1(i - TfG' P- cr --- -- _ _ � - `` ` \ \ \ Pa _ . . _rc \ n.m \ II I w i / g 11 � \ \ \ � ---� � l •- •- --' - - -- ---- - -- -- ---' - --- ' - - ' - - - -- -- -• � _ II i 1 9 \J \ / t u c1J rte ,, 1 ( o\ \\\ \•, _ 10 ora eaa ' \\ ,\ �2 . ro\ \1 n e 11 I \• ILII2. I rf 1 �T • '� fCd'C1TTA� \\ \ I \ �' �\\ \ l _ - " �, ro ro _ro - ` '___ ro l to �l79..wFi N.16 II \I1 1 I I o — \ r J \ N.N . . \\•� xar roIf,4 ry is rr ,l 81 o. e�Y 0.1 111. rarr \�V M ra ex& II II I IIIII I (v, A ro r • ` PLAYGROUND AREA _ •-•-? `.\ �\ ' \y , xers0 `"E Al L COURT s A III I ETnsnrlc BUILDING I \ A �`.\ 8..811 ra25WA oe LJLJ e°Yioro °ai ces \\\ t\ \ I \\ I 11 I \ I ( I \ + e . e:.o0 lbI \\` 1 I III I LL1 N it EXISTING BUILDING / ,// / / / / / 1/ /\/ / �� \ / I 1 I i i i • LZ _ �r!! L 1 / � •1 I I , III j I °!• •.I—.\\'. \ \J rte ' — PY'/ / / / / /\��� /� / ` ".19Y N. °O N. 5 1.lel / eat 81.11 etm w. 1 I I I I I 1 re ro Fa- m rc ra ro rcs 10 rc rc r1. I I I I Q rc 1 1 ` , re I III I Q I j Q e .01 rc 4.23 a .tl ro 82.0 r? 8x11 01.79 ° 1j I \Nil 1�-- ' / y\ / / / r / / /`,� / / /1/ ti / `\,\ rra r� /9 m ra PROPOSED BUILDING\ 11aao �' ' / IIII�• I t � I / /'•l / /�,� / / / \/( / /` / i( as� I I l / i / ✓ / / / / //7 TT e%n 2e.N / � II n EXISTING BUILDING P 13 EP L mm a / // I I// III \74 I _ + e.1. at" W14 // / 171 I /j iil I • � i' / eauty /l fP Ir e1.Nm �% /, EP / vc n ./ 16.70 _ II I EP V I 1 11 1 I ./ I '•\ \ \ \ 1 I f � f I I , , , �—'—'1 ,e. i �\ \ •� � - �- Y 811.24. : ` 11 e�eEP 82.80 1 I I I, \ _ pjs - / I• Ip 64.15 1 ease 1 � ` EP \ --- \� �' /�� �t--/ \`1 ' �1 ��.ea \ \ \1 811.28 s � 11 11 tr , \ \ \I� : �45 ��I/ / • I I I -- (1.)_ . T\ . . _ . . _-.� _ — . . ._ . . � .. i _, . . . . — . ! .Jae.. - -+r '_l :1 : _ a- . . _\ _ � . . P � .J_ . . . . ._,_ 1 2 I r� I • vim' `� _.. �� \ �—_ � • I — --- - — — — - '�� - - � --- � �- —=�-- '— - -- - --- �- � I •-,:� I '�/ /� I I 1 N�\V 12vrr IJG r'wrz- N 1v PrAvF� / / SW ,SANT RBUf�Y LANE ( r I (! FIJI u� hExI<rrr -� �Iv .lAtK i Z 11+11 < < ( 4+0o JL.L - /(1 !�1 I I Q2Vt \ ` — _ -\ -- _r. .- - 1"--- - -- - ------ - -- LA.GIN P 6V�'( a+ool ( ( I I 2+00 \ \ \\ 1 1 1 1 11 11 II II ` I \ \ �\ \.. . __ ._I _ . . r I - I ' W --- - . . - . - . . - . . - . . __ . . _ . . _ . . _ . . - . . � . . - . . ._ . . � . . - . . - . . - . . _ - . . - . . _ . . _ . . _ . . _ . . - . . - . . - . . - . . - . . - . . _ . . I I W , co o 0 - / EnsnNo coNrouR C,co n BOTTOM Or SWALE— - PROPOSED INLET 1� PR07ECnVE FILTER CLOTH LAYER 11eSHED STONE 0.5'-2.0' 8.0' SAND FILTER - 199♦ _ 1.0' WADE BY 1.0' DEEP TRENCH PROPOSED CONTOUR ED PR D�r DATE MAN �fr�yS:��,•+�, 0 6 Zi:SLOPE sHco EstalE `y��p01N(•E,�'rfl SCALE T• a '20' � - 2.11' -- .._� ' 2.1 82MAWN S EDGE or NEW PAVEMENT Allam Lt j. I.�?� a , C. — TYPICAL 5WALE ION SECTG fell4 r "� fF '{-42 NTS DETAIL -� 14• SIQr I NTS CAN-rP8URVLANE.''e4 ' • ` • � �r I` � U Lf�Y 'IT ',a r,26 OF LOTS 3 Or 11', 1 IMIC ;61Iri1LMED �61 ' ' I ' I ' 11111111 Ijlillllil4 Illl � l ljllljll / IIII IjIIIjlllj1II ; 111;CHINA IN NEWSUP4 "If-I Z 4' 0" MAX._j?:_1_2.L MIN DRIVEWAY H/W INI. A ,gam 6" 40 ..,,.--CONTRACTION JOINT OPTIONAL 11 SIDEWALK LOCAT" HIM, VAC IN 1 LirT5----- A A xl_&I�c s 7 B SIDEWALK EXPANSION JOIN I E3 !;ME 01 TIC" EXPANSION JOINT AIAL4 CUr----- CURB JOINT _77. . nESUnrACING T� SIDEWALK �K A MAX C'j -7 A I L CLASS 6' 0' MIN, 12' 0" MAX. 6' 0" MIN 12' 0" pp N � � • •. / eAcrrnlWr r `- OTE 5 I. CONCRETE SHALL ATTAIN A P-ImIMUM L3c)-L FACE OF CURB • T­ P LA N CCO43HESSIVE STRENGTH Of 3000 1"S 1 IN 20 DAYS. SIDEWALK ADJwCENT M CURB SIDEWALK AWAY I-ROM CURB_ r PLANCLAIII I LS 314_�-0 ORAMULAR - . . 0 . 0/ • NACKFILL 0 1/2" EXPOSURE I . . USE EXISTING EXPANSION' 00 JOINT OR SAWCUT AND PLACE COLD JOINT ELEVATION B-B SEE DWG. NO. CS-306, of DITCH —i A: OOT TOM 4 '7" 24' 27* 4 MAX, I MAX STREET MAX.1 .4 \ > Tj J: cr, -104 MAX."X STRIET,14 COMPACTED SUBGRADIE 2" OF 3/4" MINUS GIM RAst V) 6' SECTION A-A LQ lIACXIILL A 9 L If 1,V 13 A0AIN.?T CUAR, FILL Roar TO BACK 01"11W Z* 0' —j ff.Ijw.j1w 19 NOT A3AINSr CURB, FILL ROCK - ---------- NCIES f'RAcx rRam cuRs cl, I. CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 PS.I. PIPE BEDDING AND -A ELEVATION B-B AFTER 28 DAYS , 6 SACK MIX CIIYOFTIFARD BACKFILL DETAILS SECTION A 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS Or-Wipt Lsy Af-711f7"Fa fsy 001A.W" 1%y ALONG BACK OF CURB. I OREGON G A m 3. EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL. , EXTENDING FROM SUBGRADE TO -I?*SHED GRADE 4. SEE DWG. NO. CS-300 AND NO. CS-305. NT!5 S-2. WASHINGTON COUNTY gt; W 'Ay AREA DRAIN ..% ',pk.,- D1,2PARTMENT OF LAND USE RESIDENTIAL DRIVE ( RAISED ) AND TRANSPORTATION DATE CIVIL EN91HEEN DRAWN APWA NO. WASK COUNTY NO. U L/_7yf L_ —z&-- -�ev x/­ AEA &-I" NONE DW— 200 Dvig, No. 220 UnIf1*d e AgonrY FACE OF CURB DRAINAGE BLOCKOUT WIDTH OF STREET3- I.D. PLASTIC PIPE 1-1 WITH COUPLING R/w MIN — R 6 1/2' R CURB JOINT SEE NOTE 5 !CAO ROAD ( 2' OF 3/4 C COMPACTEID SUBGRADE 2 SIDEWALK ADJACENT TO C",U R B MAX. I-<--- F!'&11- Tr AF-LI, 1!� MUhlIf_IPP-L KE6�_IIKEJA7 PJ 5, R/W T MIN — 4 BANE COURSE 111 1 " I - ...- I . 2 `4 ROA0 LIM I. FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY MOUNTABLE 4.5 c-- TSEE NOTE 5 CURB CS -300 SHALL BE USED. N 2" OF 3/4"-0 Z. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PS.I. AFTER 28 DAYS, (7) 44 45' WKlZ0,;T/—l_ COMPACTED SUBGRADE EXPANSION JOINTS \oow SIDEWALK AWAY FROM CURB A- To BE PROVIDED < > • NO it4l" HmZ,5t4&L_ POINT OF TANGENCY OF THE CURB 1) AT EACH lool_� NOT E 5 2) AT EACH COLD JOINT . e 181 cr cr SHALL :T 28 DAYS 6 SACK MIX SLUMP RANGE 3) AT EACH SIDE OF INLET STRUCTURES. CONCRETE ,HALL BE !000 PSI ,-u -0 OF I t/2" TO 3" 4) AT EACH EVD OF DRIVEWAYS — & 51 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 41 FEETCV 2 PANELS TO BE 5 FEET LONG B. MATER _ TO PTE PRE - MOLDED, ASPHALT IMrREGNATED, NON-EXTRUDING, c' c' WITH A TFICKNESS OF 1/2 INCH. 8:4- 3 CAPANSPON JOINTS TO BE PLACED AT SIOFS OF DRIVEWAY APPROACHES UTILITY VAULTS ,WHEELCHAIR RAMPS , Sk AT SPACING NOT TO EXCEED 45 FT. 3. CONTRACTION JOINTS AST IT LEINCHES z A SPACING, TO BE NOT MORE THAN 15 FEET 4 rr'R SIDEWALKS ADJACENT TO THE CURB 81 POURED AT THE SAME TIME AS THE B. THE OEPTH OF THE JOINT SHALL BE AETA I I L L CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN 1/2"RADIUS, it ICO cc 4. BASE ROCK -0 OR 3/•1'•0 , 95 % COMPACTION BASE ROCK SHALL HE 10 co SUBGRADE OF STREET STRUCTURE OR 4" IN rFPT� I WHICHEVER IS GREATER 5 SIDEWALK SMALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 5. DRAINAGE SLOCKOUT - 3" DIA. PLASTIC PIPE _�3111 Apt CURB 13 US,--!) OF IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY . to SIDE'*ALX SMALL. HAVE A MINIMUM THICKNESS OF 4 INCHES A. 1.D. PLASTIC PIPE WITH COUPLING N OTHERWISE Robert Gray Partners Inc. B. DRAINAGE ACCESS THROUGH EXISTING CUnRS 5IIIALL HE CORE DRILLED OR CURET vi "0 A. PLASTIC SAW CUT VERTICALLY 16 EACH SIDE OF DRAIN 5 REPOURED TO FULL DEPTH OF CURB. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTE'40ED TO BACK OF SIDEWALK WITH 3 RUSSELL L LEACH 10 PIPE AT 2 % IL ,,,rF CONTRACTION JOINT To Be PI.ACED OVER PIPE. cr) LIS BEL11VUE.WM. - MOUNTA LF PO. BOX 1016 P R Or, VA) jq94 �g'ASHINGTON COUNTY CURB NON wooD, OR 97140 • (503) 692-4675 N(I- SCALE DEPARTMENT OF NA ) USE CONCRETE SIDEWALK LANE) AND TRANSPORTATION OF ci WASHIAGTON COUN'ry SNER EPARI'MENT OF LAND USE I FOR USE ON MEDIANS AND TRANSPORTATION 12,820 DRAIWN DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNTY NO. 1� CIV#L ENGINEER MAW" APWA NO. WASK COUNTY NQ 4i�614 DATE CS 305 18 m 0 D.) 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(L lX,.i..�'G;•lit.',"`�..,, �� I ii ° , s , -'? `, er:.:�, �,.1r '1 a 1 " r .: V► f�11r71•J�J f� L�f��'�i 1~ �i.l �'�. ��'l�c� 1�t �'JA;..,I�.. •�C�- t ; {,) jf + (y ti (•� II- AwA ' _ , �, #... ; 1 1 '�Ty rc.• c - — w _.._ _,._.._ .._ . ,,., �► ►a.s r�( .: ! ';r�-+�-m o r..t.' -- &Z w;�'"_%I� t" I�-) ,�,t..,�.. ,,_,-r r..► ^-cam� Ca LAW 1011 . SIT • �,�, , 5OF9 AI►r, 1 n 1994 micFWFILM ( flllllllli � ll ! VIII I IIIIIII VIII I VIII i ! IIIII I VIII I Illll � i IIIIIIIII VIII IIIIIIII 1 FUWR- �.� 4MADE IN CHINA � IN t I .:r rr� a,► :" v Y4 N r -------------- 1 10` PVC---� CONNECT rn L - 3.27 Ex 14" UNE I EX. INLET S - 0.0765 IE - 71.5f t 5" PINE IE 79.5. EX. 11Y STORM DR111N IE • nrw . �.. �.� �. -.� .�� . .�� -. r . . _ . . _ . . _ . . _ . . _ . . - OUTIFALL 1885, R IE 79.65 �'� BASIN2+11.77 CATCH ; RIM 78.45 M '!STA 211'77 -- I - IE 71.75 CONSTWiCT 30' r*,f WA PER CITY STMIGAY,S L PVCI r17-rlEo IM81.50 L - 24.00' -----79.89 S - 0.0100 I26' 26' � • 8' PVC INSTALL NEW L - 74.67 INSTALL NEW - i LIGHTT P NEW LIGHT POLE S - 0.0154 �LIGHT POLE 6' PVC L 99.05' I - S 0.0101L 80 - - CONSTRUCT 5' SIDEWALKS (I:y EXISTING CH L-2 5.0' 8" PVC PLAYGROUND AREA - ' t I -�-- NEW PAVED RIM 82.90 _ _ -- L - 67.00' BnSI(El ALL COURT 8" INV OUT 79.90 (E) S - 0.0269 5.0' SUMP 78.40 �-•L-1 - -- -- REMOVE I 1 RIM 80.60 RE FIR I \ate 8' INV IN 78.10 (W) EMSTING BUILDING e" INV OUT 77.90_(N)___ I � -- -- - -- - SUMP 76.40 4j Ljj _- C8 BURIED CONDUIT FOR L RIM 81.75 NEW ELEC. SERVICE INSTALL NEW 9' TYP. _-__ W ' + SCALE: 1" = 20' IE 80.89 /XRETAJNING NSTRUCT --------- -- - -- I FIRE HYDRANT / / / WALL 18' TYP. I Q C2) - - - - - - - EXlsnr,c .` - '- - -'_ 71 1 I Q POWER POLE NEW ELEC.�""s- -- - - -- I / / / / / / / / / / / TRANSFORMER INSTALL NEW YET -- th- w EXiS11N•3 w/L EXISTING BUILDING LIGHT P!LE i J INSTALL NEW0 LIGHT POLE 2' RAD. TYP. I I U 3 8.94' I PROPOSED "UILDING / / / / / / - ---_ - --- I C8 K-3 uj 8" PVC RIM 81.33 8" PVC: RIM 79.02 RIM 83.95 L - 67.00' 8' INV IN 78.83 (1� L - 67.00' 8" INV IN 76.52 (E) IE �75�40 8" INV OUT 81.45 (E) ___- _ 0,4391 8` INV OUT 70.¢,�-_-j _ _ S.. 0.031 ,-80 INV OUT 76.32 (W) . SUMP 79.95 SUMP 77.13 SUMP 74.82 I I I � o-- I I EXISTING BUILDING / / / / / / / / / //% 7-/--/"-7 7 1-7 7- -- -_ -- - - - - s M R! hl IA M Of f k ,'.I rJN CON TR u. EROSION CONTROL_ - - SEE DETAIL 'A' •�InuENI FENCE ._.. SEDIMENT FENCE � - LANDSCAPE BERM ... _ none- •-..�'� .�� �� • r .I�.. �. .rte _ �•-�- L.._•�!�•_._. •...•A �- �1. -. . _- . -.. • - -�� r . �- .•- .Irw u■rr� ��� �� �� �� �� �,-„��'� - a�• �'��' I 71S SA 72 6 5 Sa f G NO , 1II rc ' _ � \ FG FG 79.tOFG �\ ' � OWN won* 4- IN \• \ \ \ \ \ 80.84 FG 79.3 77 5 I 125( 62.47\ \ 83.71 94. 83.72 FG Nei 1 T2 \ �_ _._ ✓' \ \ G FG \ \\ FG FG F FG F• 1 \ \ l \ \ 84.5 53.82 1.05 iGµ I 77.44 77 1 1 I 1 I v FG FG 82FG5 51.1FG so.F I 1 i0 FG I I N \ 1 I FG' C.ae 1 I I I p51pN CON TROL I 'VT FENCE \ \ I I I PLAYGROUND AREA • t I I X 64.50 \ \ ' I I I l ( l n I 1 l I FG \"E ALL COURT \ 1 \ \ ®�9G 1 i I I / 1 �►.. I \ ®�� i \ EXIT-JNG BUILDING • \ I 1 ,- -- - \I \ 53.21 50.82 75.81 I 1 1 \ I \ 85.54 \ FG FG \ F I I I M F 84.33 G.5o 84. Fr \ 1 I 1 \ I SCALE: 1 - 20 1FG \ I 1 I � .25 wAl1 I ( 84.50 oasw \ I L I I V \ 1 \ WALL \ I LANDSCAPE BERM I + + EXISTING BUILDING X / II1 . 9' �\ .8&35 88.19 85.08 1 84.47 84. S_ 83.61 82.83 52.2 N1.93 81.3E 80.21 7 2 I I I I FG FG FG FG I F y FG FG FC ` FG FG FG FG / I I I I I Q -79.99 79, 7 cif N 1 r / / / / / / / / / \ / J X / 86.68 .Ot 54.90 23 FG FG Fl c FC 5 12 FG 1 FG FG' FO 4.23 83.97 FG 82.65 F a 81.71 G � _ I .' / / / � PROPOSED BU L•DING\ • I / / / / /� / / .� ! % � ' I / / /`,/ / / / / / / 53.95 �I e1.33 sw�s I I I ( I / / / ' / / 1/ / / / / / / /� Cs Cla / ' / Ce 02 • ( I 1 \ ti ! / l 59 85.57 / -- n LCL' EP \ - - 83.12' 83.00 00.E 13 EP.% / / / ✓ / % � / / /r-i r-i T sW , v �3 I I I EXISTING BUILDING 1 \ EOP � EP i EP I V 74 g4 / 80.i 4...�.-- / / I / 94.80 8Li 1.,..8 EP 77.94 ` I. i I � EP / zwd � EP / � EP I / I / 14 7 . 76.70` - I84.93 EP E.1 j 51.5.3 EP / EP 7a• EP EP EROSION CONTROL I • _ - __ I I ( f SEDIMENT FENCE ' G \ I 3.50 SW 1. EP I 76.10 0 82,9 \ 1 \ as \ \ a5.zz ` \ eP b2.63 11 I I I 1 II I I I I EP \ EP 1 EPLLJ I I EP EP �. ez. I \ 97/ � � 83 \ \ I I FP I \ 6.45 L4.Z;( \ 5. 1 / i'" I 400, 1 SW /CANTERBURY LANE ( ( ( ( < < < < r I - 5+00 `\ 4+00 --_... \ - - - \ - ---� - -3+00 _ �_----_- _� 1 I I 2+00 I ` 1 +I \ - \1+0�0 _\- \ r-T 0+00 + - - -- -- -- + -- --- --- - - - -�-- --- - -- +- - -- -- G : 0 - -- -- \ \ } I-_- --��._ _1---- I --- _� w W 0 9zwN 0 EX. 15' STORM UNE z r` BOTTOM OF SWALE PROPOSED INLET ESTIMATED EARTHWORK QUANTITIES e� c� J PROTECTIVE FILTER CLOTH LAYER IL (QUANTITIES ARE FROM EG TO SUBGRADE) �M 0 WASHED STONE 0.5"-2.0' 8.0" SAND FILTER ��` PROPOSED CONTOUR CUT 1600 CU. YDS. DATE ►JAY 1995 1.0' VMDE BY 1.0' DEEP TRENCH �F, G I ti fJ'�, uALE - _ , . AT 3:1 SLOPE FILLED WITH S �� _ -:1 ,�, FILL_ 800 CU. YDS. V 2,820 ;•.; �:,:� ;* _ 0.5"-2.0" WASHED STONE w_. - -- 1.0' 1 � � EDGE OF NEW PAVEMENT C � �� �C ---� p J03 EXISTING CONTOUR NF 800 CU. YDS. (CUT) DRE60N�� STET CAN•;r; "JRY TYPICAL SWALE sFrllnN DETAIL 'A' ---------- --___..-_-__ --__-- ;S'4, SIT c4 �,26 LANE, 1 �4_ 7 OF -. NTS NTS 2 OF a SHEETS AUr] 1 U 1994 MICROFILMED IIIIIII ! ILII I VIII I IIIIIII VIII I VIII I VIII I I � III I VIII I IIIIIII IIII ! illlll: ' FUn- rAAW MADE IN CHINA IN 11611 1 1 1 t �g7T :r L RE 0IM04 Dry General: 1. Approval of this erosion control (ESC) plan does not constitute an approval Erosion ('ontrol: of permanent road or drainage design (e.g. size and location of roads, pipes, Summary: restrictors, channels, retention facilities, utilities, etc.) I• The intent of the requirement is to prevent siltatucm from reaching storm 2. The implementation of these ESC plans and the construction, maintenance, ' drain systems and drainage 'ways. replacement, and upgrading of these ESC' facilities is the responsibility of the The minimum rneasuns need to be made on all proiccts. applicant/contractor until all construction is completed and approved, and a) A gravel pad, at least 50 feet long, is required where vehicles will leave _.-._Fl SHM GRADE vegetation of landscaping is established. the construction site. NATURAL. GR ND 3. 111e ESC facilities on this plan must be constructed in conjunction with all b) A sediment barrier is to be constructed of straw bales or a sedinient fence all __ - -_�---- t -- e0 clearing and gracing activities, and in such a mariner as to ensure that where noted in the details or where sediment will cross outside the work - I sediment laden water does not enter the drainage system or violate applicable area. water standards. c) Where excavated material is placed on hard surfaces (such as streets) 4. The ESC facilities shown on this plan are thr. minimum requirements for material must be broomed or scraped clean as soon as possible. d) Riprap exits from all culverts and storm drain pipes draining into the anticipated site conditions. During the construction period, these ESC ditches or swalcs. Riprap is to be Class 50 riprap or larger or as noted 76 --- 76 facilities shall be upgraded as needed for unexpected storm events and to v Ate elsewhere in the plans. ELFv..7d.d0_ S 55.00, I ensure that sediment laden water does not leave the site. e) Reseed or cover disturbed areas as soon as is possible and practical but no 0.0321 - 5. The ESC facilities shall be inspected daily by the applicant/contractor and Jim maintained as necessary to ensure their continued functioning. later than the completion of construction on the ocher phases of work. RIM - 76.45 �J 72 ELEV.-76.75 ElE V• 74.4a IE - V. 6. The ESC facilities on inactive sites shall be inspected and maintained a Erosion control measures such as hay bales and silt fences must remain in 75 hours until seeded areas show growth substantial to prevent erosion. 72 minimum of once a month, or within 48 hours following a storm event. 7. At no time shall more: than one foot of sediment be allowed to accumulate V within a trapped catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flusli sediment laden water into the downstream system. Seeding/Mulching: 6a --� - ----- - 6a 8. Stabilized construction entrances shall be installed at the beginning of 1. All areas disturbed during construction to be graded to drain and compacted construction and maintained for the duration of the project. Additional to a minimum of 90% of AASHTO T-99 immediately after installation of Q measures may be required to ensure that all paved areas are kept clean for the utilities or grading . 0+00 0+50 1+00 duration of the project. l� p J 2. Recommended Seed Mixture: 80% EI,1CA Dwarf Perennial Rycgrass and 20% Creeping Red Fescue, by weight. Application Rate shall be 100 pounds minimum per acre. N08TH WATER QUALITY SAALE 3. Fertilizer shall be 12-16-8 with 50% of the nitrogen derived from UREA SC,ALE: H: 1' - 20' FORMALDEHYDE, and applied at a rate of 400 pounds per acre. V 1' - 4' Sediment Fence: 4. Seed and mulch at a rate of 2000 lbs/Ac with heavy bonding agent or netting (� I. The filter fabric shall be purchased in a continuous roll cut to the length of and anchors. Mulch shall be a wood cellulose fiber or other material suitszble �yJ the barrier to avoid use of joints. When joints are necessary, tater cloth shall for hydromulching. U) be spliced together only at a support post, with a minimum 6 inch overlap, 5. Tunporary or Permanent Hydroseeding or acceptable seeding and mulching Qj and both ends securely fastened to the post. must be provided whenever perennial cover cannot be established on sites 80 _ 80 2. The filter fabric fence shall be installed to follow the contours, where which will be exposed for 60 days or more. FlNISHED GRADE feasible. Then fene c posts shall be spaced a maximum of six feet apart and NATURAL GROUND driven securely into the ground a minimum of 30 inches. 3. A trench shall be excavated, roughly 8 inches wide by 12 inches deep, upslope and adjacent to the wood post to allow the filter fabric to be buried. 76 _ - -' _ 76 4. When.standard strength filter fabric is used, a wire support fence shall be sones fastened securely to the upslope side of the posts using heavy duty wire w staples at least one inch long, tie wire or hog rings. The wire shall extend rE�V.sen.15 S 0. -- into the trench a minimum cf four inches and shall not extend more than 36 $lg� ELEV. 73.5 1 inches above tb- original ground surface. 72 I ELEV.-75.40 -, 72 5. The standard strength filter fabric shall be stapled or wired to the fence, and r ` 20 inches of the fabric shall be extended into the trench. The fabric shall not v RIM - 75. extend more than 36" above the original ground Surface. The fabric shall not - IE 71.91 be stapled to existing trees. 6. When extra strength filter fabric and clo:.er post spacing are used the wire 5a 68 mesh sopport fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the posts with all other provisions of the above standard note for standard strength filter fabric applying. 0+00 i 0+50 1+00 Sediment fences shall be removed when they have served their useful but no-. before the u area has been purpose, slo ,e upslope permanently stabilized. 8. Sediment fences shall be inspected by applicant/contractor immediately after (� 0 SOUTH WATER 01 ,ALI SWALE each rainfall, and at least daily during prolonged rainfall. .Any required Q) •-- SCALE: H: 1' - 20' repairs shall be made im nediately. -� V: 1' - 4' Master 9.17-93 0�l T p •Q `_ %+__ C1,_ • V W n ( nom. V V V NAY BC USCO SHORT TCRM wfda -1- w"roof oilfilterfabrs masarul 3f' W/ UT I e c TY WORK APO w/ use At pits or wire nabs to I PHAS I PY; Or PCYEI Of' NT refad. fabric wire 2'by r by 14 p.wire fabr•ic.w aquiv. A i 1 I I �'�`t'i ►• �"" CATCH BASIN AREA DRAIN _ � + . ......................•.....................t;. .... 973 NTS C �e aie6, �+`yPQQ`oso i ot oto 0 o e o! Q�rp""tl W � I � o o D4'p4apdtrp o o e.odtlo rby4'woodposts, :J A •"�veq dm0dba?�Q,;� standard Of blfty or A '�/1 O'0:.. t70.tj.P.D��O:?.d:J.p O O Q. agWl alfarnasr.Stall I•rfc•pour 1, .0 FLOW r:o':m'o c11.Qa0p4oQa Notes C O�QQ�.00 •Bury bottom of filter Radius-25'min. c o material in V by it tr. Z trench Clean Pit Run or 2"-Minus Gravel ' 8"min. W m rater fabric PLAN Subgrade Reinforcement depth �� m �eotextile,as Required ma'�*u� r Provide Full Width 1'by 2'vy:4 Sc wire of Ingress/Egress Area* labric or 0"V. to J I t _ �FLOW _ '20'min.for singlefamily and duplex residential p i 0iZ lona q �f•�� SECTION A- �� ! "I A �•��� p�R� `S j SGII.E MAY n�9 4 NOTE U 40 DITCH INLET -- 121820MA WN was, Figure 3-7 D ! / l JC3 94-42 Erosion Control Plans Figure 3-::1 EROSION CONTROL PLANS Technical Guidance HrAtdbook Sediment Fence 13 I of I t tsr Gaga - Tomporarw Erosion Control Plans Figure 3-2 14 C, SHEET TECHNICAL GUIDANCE HANDBOOK Catch leas I n Protection - Technical Guidance Handbook Gravel Construction Entrance M�,Q'S�-,�el?= (IF 4 CANTERBLIP a;_ANE.10445 SIT 94-0026 8OF9 Alli; 1 n 1G94 MICROFILMED IIIIIII VIII I VIII I IIIIIII VIII i V III I V III I V III 11III1 III � IIIII Illltll '1 Vt� MADE IN CHINA IN 116111111 1 ' I i r W_VwDpa By Storm Wain and (,radingjPAvinK: l Onsite Arcas I I Storm drain pipe shat) u)rrform to either AS'!.M C-14 pipe, Clash 3; -- —�'� ASTM 3034 PVC pipe; or be 111)10I pipe "Ith a amo'oft, ,all :uch as 'N- 24' 0" MAX. 12' • O" MIN _ J �� W)DRIVEWAY R/W LINE 12 pipe , manufactured by Advalic,ed I)rainagc Systerro, Within S feet Of �-- / a building, drain p:,.,c ,hall be AI3S piping or othr-T type of piping A conforming to the I;niform Plumbing Code. .. Backfill for the drairna e „ Shall uniform it) (:lays 'K r; unpaved arta,- arid 2• g i Pe • ' CONTRACTION JOINT OPTIONAL Class 'A' in paved arca5 a5 noted on the det,tll !.fuct of the-lot plttrrs. ci SIDEWALK l � LoeAT.loN 3, Catchbasins may be prcfabncated catchba:,►n.s or poured in place Al! MIN. 3" A G IN 7_ t_IF 175--- catchbasin are to have tragi and siptu�n type nutleLs. A A B B STREET AREAS I Qur OFySTRF. T AREA SIDEWALK �- EXPANSION JOINT - 4. •I•hC parking area is to he slapped of the organic layer prior to placing bay,c i DITrH/SwALE EXPANSION JOINT SAW cuT — 1 rock or fill riweni:l. in 1►11 areas under the parking and driveway' ar"-a., •��, CURB JOINT [xlsrinc �t j -� � sccTloN nativt or imparted material is GO be compacted in h" maximum lifts up to RES1IRFACING / / / z,or I�/4"-� -- "~"':' ! '� SUbgjadc elevs:UQiI. 61';.• '- . / The structural sec'.'on of the parking lot shall he 2 1/2" of Class "(-" A i e �� 5 A �l . ; • ' '• � / / , et.nss n over 6" of 1"-Q" crushed rock as a minimurn. Compaction of subgrade '.hall I 3' 0" 6' -0' MIN. 12' 0" MAX. 6' 0" MIN. 12' 0"" MAX. 3' ' 0" ., sACXrIu. _ T E s � — ) , • • ,• , be 90% of the maximum dry density per AS'I�NI standard U-)SS as per the B-4- Na— I I. CONCRETE SHALL ATTAIN A 14INI MUM FACE OF CURB � • � Uniform Building Code. Proof roll subgradc prior to placing of nuc with a PLAN C_MPRESSIVE STRENGTH OF 3000 PS.1. ' • �✓ -•-•�•'••� IN 28 DAYS. SIDEWALK ADJACENT TO CURB SIDEWALK AWAY FROM CURB 2-- O" �.•. ,�• � ' � loaded IQ yard rock truck. If soft areas are observed; exrava�e areas and re -- — -- ►- compact with either clean native material or crushed rock If large sections PLAN CLASS B " of the parking area are soft, contact the I.ngincer for possibly increasing the 7/4"-0 ORANVLAR •' HACK/ILL base rock or asphalt thickness. yr -I Vz" EXPOSURE 6. Stripping from parking lot areas and other excavated materials :hall be RIM El F - — . �NOTED '•: a removed from the site JOo • oN PLANS — I USE EXISTING EXPANSX?' W •d, °J ; �' a Uj �0 7 therbis lans� order all sides of the new park areas except where notc;d �,n JOINT OR SAWCUT AND y a•.' plans. c�l.d, '>.�1 of-a,-N A © p �J r ELEVATION p-p PLACE COLO JOINT. W -� e •� e e.w�• A• � CaJvmi'rutytu SEE DWG. NO. CS-306. CL , , rN • eDJ • •,4;7% o > I 27� / 2s' K I 27_�` 24� � * d. '•� I �• e.'•�•� \ ¢ I I 1 MAX. MAX. STREET MAX. (�MtAZ. 1 1 1 1 t w .a • -r e• `---� COMPACTED SUBGRADE 2" OF 3/4" MINUS PIPE BAst I SECTION A—A A ° BACKrILL IN STREET'AREAS 6 L Ir��W I!A6AI,/ST CURS, /ILL ROCn TO -378 3M� , BACK OFS/ ?'-O - 2' 1.— l.Ir 7/W I!NOT AOAINTT CURB, TILL ROCK NOTES 3'-0" ----i c--- 3'- 3V nAcx iRow cuRe °�/ r �^ PIPE BEDDING :AND I. CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 P.S.I. CI'''YD��VARY BAC'<FILI. DETAILS AFTER 28 DAYS , 6 SACK MLI. SACK FILL A—A ELEVATION B-B 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS DESIGN A►�O by OvA.tWN pv j ALONG BACK OF CURB. I OREGON GA IZb 3. EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATEC x�e 0AYS OaAWING NO. _ I MATERIAL OR EQUAL , EXTERDING FROM SUBGRADE TO FINISHED GRADE . L NT5 6/30/66 4, SEE DWG. NO. CS-300 AND NO. CS-303. -- WASHINGTON COUNTY AREA DRAIN DEPARTMENT OF LAND USE RESIDENTIAL DRIVEWAY AND TRANSPORTATION 2 rPSI GRAY/BON, HEA VY VY D DUTYrY CA IRON GRATE: ( RAISED ) PATE CIVIL E WEER PRAWN APWA NO. WASFL COUNTY NO. / /T t AEA 6.195 NONE DW— 200 Pl SE/ PLAN N 1 /c Dwg. No. 220 Unified Sewerage Aget+ay I Q I _ P;Pt IN LSR r SEE' PLAN FACE OF CURB DRAINAGE BL.00KOUT N �� Cn WIDTH OF STREET 3" I.O. PLASTIC PIPE " WITH COUPLING I OIL TKAP WlTV • '-" R/W CLEANOUT I/2 'k-----5 rt CURB JOIN" SEE NOTE S -- 24 �1J 2 - %_ _ e FOL IA� 94S*S Q QOM •-•_ -�" =I I:III lu pi4RIU114 LST _ - ROAD '° • CATCH BASIN DETAIL ARMS -�-�- - SCALE' I' - I' �2" OF 3/4"-0 `COMPACTED SUBGRADE 4 r • K ADJACENT TO CURB ' f2 • - SIDEWALK MAX' ' a R/W • ' j MIN. BASE COURSE � 1 o °o ROAD T '=S 1. FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY MOUNTABL NOE TSETE � 1 CURB CS-300 SHALL BE USED. 2" OF 31/4-0 / I 2- CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. I COMPACTED SUBGRADE L K AWAY FROM CURB EXPANSION JOINTS . Z ' SI D E WA A. TO BE PROVIDED - D AT EACH POINT OF TANGENCY OF THERB r, NOTES 2) AT EACH COLO JOINT . CONCRE7L SHA,._ BE 3000 PSI. AT 28 DAYS , 6 SACK MIX , SLUMP RANGE 2; 0► EACH SIDE OF INLET STRUCTURES. • 4) AT EACH END OF DRIVEWAYS W . OF 1 LPL" TO 3 3) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 43 FEET , Z � 2. PANELS TO 8f S FEET LONG B. MATERIAL TO BE PRE - MOLDED, ASPHALT IMPREGNATED, NON-EXTRUDING, Cb tb WITH A THICKNESS OF 1/2 INCH. AP-ROACHES -� 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY 0 ACHES 3. CONTRACTION JOINTS . 0 UTILITY SAULTS,WMEELCHAIR RAMPS , 6 AT SPACING NOT TO EXCEED 45 FT. �� 0 A. SPACING TO BE NOT MORE THAN IS FEET . 4 FOR SIOEWALKS ADJACENT TO THE CURB a POURED AT THE SAME TIME AS THE B. THE DEPTH OF THE JOINT SHALL BE AT LEAST I%Z INCHES . W I CW CC T H E A TROWELED JOINT WITH A MIN. 1/2"RADIUS. I a CURD, THE JON BETWEEN THEM SMALL BA O 4. BASE ROCK -2'-•0 OR 3/4"•0 , 96 % COMPACTION. BASE ROL'� SHALL BE TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER IS GREA-'ER . Z�7 O `. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB I; USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY . 3. DRAINAGE BLOCKOUT - 3" DIA. PLASTIC PIPE . I �•' to OTHER*ISE SICEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES . A. 1.D. PLASTIC PIPE WITH COUPLING. v•r I M. (�^ S. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OP CURB I ! G7 S OPAIN BLACKOUT, IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIA. PLASTIC SAW CU' VERTICALLY 18" EACH SIDE OF DRAIN 9 R;''POUREO TO FULL DEPTH OF CURB. con ►•7 PIPE AT 2 % SLOPE CONTRACTION JOINT TO SE PLACED OVER PIPE. i 0 V�: 5Pr1A7E ro WASHINGTON COUNTY CURB NON - MOUI4TABLF GINf 1,~� •��� Esso s�E _ . WASHINGTON COUNTY � ErARTMENT OF LAND USE USE T SIDEWALK f'�D FOR USE ON MEDIANS � �� �2 • �9 . �A�,,=-- �.1-DEPARTMENT OF LAND U CONCRETE AND TRANSPORTATION 1�2, � WCS 1 ! AND TRANSPORTATION COUNTY NO. DATE CIVIL ENGINEER DRAWN APWA NO. WASH. GOUNTY NO. I 0r l f DAT! CIVIL ENGWER DRAWIN APWA NO. WASK /,� VLdj 6'95 l8 ( MOD.) CS -� 301 / 94- CS — 305 �L /e� •.. t s \�J � �� ZLir�_�•� .�-� NONE � ti1 A S J `' St°EET s� CANTERgURYLRNE, 10445SIT 94-rN128 OF `SfEETS 9OFq PAICROFILMED I ( � III � I IiIIIII I � III 11 � II1 � 1 I � lllI I � III I I � I l I I � I 1 I � l � l 1 1 1 � 1 1 1 � 1 I � ) I 1 nm- 21 GLM MADE IN CHINA 1 41 IN I 1 1 '