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Finley - Utility-Grading-topo Plans
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I : i : : ..; * . 11 ; I . ; ; . : � ;: � i : " , 13110 NE 177TH PLACE `202 ffd- 11 I _0 , / 11; .., . /,, .11, .0 I , I �� 2:: I.N. . i, A- V4 z A i ! / , � l :.?:z_. / 11 ..., --- --_.,'_'.ii A'tk P, I ; ,/ , / - x / � I g � / fl, . / 11 t -,"u" -/� \ 11 11 Lel-ll� : . 1, / . " " r,�, -', � vlll,� - i 11 - 1* -, - 106.67 FEET, MORE OR LESS, TO THE NORTH LINE OF CITY OF RENTON SHORT PLAT NO. " - -,-/�' "! - WA/1�111_-t I'll . .1 \1 �,/_ N-z�i-4-z, /,"' ;; . 11 : . .". . 1, : - I . . . I I � __"_)�1 1 <-' -:1 �,�. ,:�zas : I 41 --,.- , . '/ - - --,, .., --�, _-.;,�,�,'�- 11 11 � . ; : . , .� ... ;: i . .!.; ---; : I ; :,:, !, , � � . . ; I ; ; I : : � : . _r, : : : 11 � i : :11 ; I : WOODINVILLE, WA 98072 11 11-1 ,75,,s�y,l. .�-: ll,` "... I I ; / , I I x1l I ,:,!: t .:fq / 1 ,,---,-;--7 'K'/ll- I I . � ,� , A A ,;,."/ 1, - , ", - \ I . 11 / f .1 : I 11 11 : , 11 I LUA-02-017-SHPL ECORDING NO. 20040907900015; THENCE SOUTH 11 ,e, 4 � I / . . 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L-1-.-, "I ___ . ..... 7-1 ................... � ............ � ................................................. I � I I . . : - ------ _____...4 , 11 : I '1- - ------- .... . ....... _____-, X __, . . - f . . . - - "_.___ . I � 11 / . . / I .-----------,,, --- __ft� .. I - . . . . . . . . : .- : _ - ; � . �/ . /., --- / 11 11 _ ; : . - . ! _611 -1 " ".. *lA i V : .1 .. I ,1�,�XAI - - -- - ---------- I �_ .. 11 ; 1 -7 11 9 A 4/' "I'll, :: . i �% : � � : 1. ; : : . : : : I t � , , , :. .i . . . � . :.: . . . . . . . ; : : ; : : : : : : : : ; 11 ; I : ; : : : : : � : : CONTACT: BILL HEGGER .1 .1 I 11 ! 1I , THE WESTERLY MARGIN OF ABERDEEN AVE N.E.; THENCE ALONG SAID WESTERLY MARGIN NORTH -\� i - ! : , . , ,,4 1-1 �; 11-11" ; � , w . ij 11 - , \ .%, J ,;�/,N�.l J, " i .,_�l j .- � Ill, '% . I I 11 ,,- 11 I f j " 1, " 11 i // i ,,, v -.1111 : \ k_) I I ; - I i i ,\l'!f,(, 11 11 ; . 11 I . . . � .! 0 ll.: : . . . . 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"'. :; ; ! : . . � i � ... . : ; ; j� : �E' : ;%.`.;�'-,I,_i-��;, 11 : _� ! i : '.1 : I . _l______- t.. _ " - : � ; 4- -.-.-;-..,.-./ ----------- i _.... ----- - ---- _ I . -._I, , . I ! : 1 : (425) 392 -0250 i ; _/ : * % /I : I / 11 : i 11 " ; i / I I .. i 41-- ,--, ; 11 . 11 : f .. .. PARCEL B ! -A- --- -v ----i-- - --_,-:�- ,�; " *. : : / "i , i f .. , - : � : I ; , r x % % g �; 4=/ \ \ Is ,� _.- : ,_ / % N'... \ ; -, \ --. __._ 1, W 252.6 - : / \ .. _____ "I, * ; 1 3_`�` . '--", \ / N, \ . . .I--,'. . . , , ; . I . � . I I : ., ; I ��*. j/ : : ; , . I : . I . . . . : '� 11-1 . I I -1 . : $ .. I . ; . . ... : ,,&� __ ..�, I . : : , 11 '1/1. : : .1 I � .11 - I : __ - CONTACT. - BARRY R. CONSTANT, PE - _; =� 11 i i / ! _/zt.-:E I : ... 11 : -1 11 if1-1 1. ., 4 , E FOLLOWING DESCRIBED PROPERTY: 'o __,� ! : , - i I I .. I I I ; I lgii-1 / I /*, : 11 . : : : : �,p I 11 11 � .. 1, . : i , � -1 .. - " "', _ ` ; \ ---___. 1\ 1, :r ---------_.., 11 ",-.tl : % � � ,/ 'l- -----.--- .--- 8: ;-"'-% K R " ? � ,"- !! N! Q "y'l .. : , f / '�l I " ; iA: I \ . . ...... � .................................................... �l ''.., I " ----_______ I k-1 ` " " � ?I V � 111:. : - : �.. i. I . . . f'�11_-,. : . "il : .. i ; -'-- I : I I . . . : . . I ___'l I . � I __ .. I : - : "I : : I . : c 1 ; : : I : 49 11 11 - : ; *1 : : ! '� I i � : I I : i H;l . *1 ; i \ . 1. I ; 00 �D rl-4 lffi 1:��_ ( " . I \ I : " . . / - _� \_1 t_ o � N.. L "I-, : : ., k -j _ � V - .- _ - " . , .L�_u_______, . - I 11 I \ \ / A ., I : I. I. \ - .. ---_. / 1-11 i. \ \ '_ i ----__,, \ ,-,---" ; : ; . . . . . : ; i :. . � : i .� � : i �,,��, : : ; I . I : : : ; I : ; ..-----. : : : __" : . I : . . . . . . . : ; � : GEOTECHNICAL ENGINEER: I . - :. i :, :1 � T : : 1 . EARTH SOLUTIONS N.W. : I C") ; : __,� ,-., ; Ull ,,-,% "---, I ; -'-" *...." �_l ., _,/ THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 05, I ;i C) : _% RN ?,;� i 1. I I . , c _0 1� " - If-% �-!!,'; .-r � ) .. ... _,.,.� : , I �� __ .,:�l I 'I-- �. �,-- "' : "'.,".. , . ." � I -1 - , " � - I .,�'. ,--.� �); I ____ I % ,_%�; ,� 9 r,,.-,. � _�� "; -,, . . I __. < /� - I 11 , " '--., . _r. r.%., 1:��;l , , '_ , .., " el. ; .1 : ; I : � : : ; : : : I : : ; ; ; : : : : . . � I � .: : ; 11 : : , :- : ; ; : ; : : ; � ; : : : � *. : i � ; I . . . I., . ; I ! . . I -g� 1. I - , : g � .. : i i .. t TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AND TRACT 254 OR C.D. HILLMAN'S LAKE : 1,1V i : I t 11 i i i 11 ." --- _-, � �%�.-, , , �l - -, "I i ., �j., I ____ t I - . : f"j"i - -v ;l I 1�__j - - . ; ---./ . ? ".: � �_., . , """ . �. ; i . , ; ... *. - :- ; I . � : * .1 1. : I . .:; . � . . : : . , i : � : : *. : : . . : .1 I .: ! I ... I .... .... . I . . ; : : , I BELLEVUE, WA 98005 : . : I ! a : i ,�, F EDEN DIV. NO. 4 RECORDED IN VOLUME 1 1 OF PLATS, PAGE 82v IN KING : - .1 A% "i ,�, I '__ I �,P i --,, 1. - � 1 *l -A : : : 11 : : i � i . : ; I ; . : , . .. : . .;� . ... ; - -1 . I : , f � 11 : I f : � i : . � ; . : ; � I � : ; :� p (425) 449-4704 ; I. . I : ". COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: ; ; , " I - I - , ; ; f i ,,,, , � : � 11 I : .: - - - - : I . . . .: ; t ! !i : : : -I' � : . I ; . : I : I : i : .. - . : . : � _�: I ".. . . . . __ : . . . '�_,." I I ; - ; ", i : : � �1, , i 111. i �1. : , , ; : : : : . . I . : � , I "" ; : . w.- �; i, : I . I I . .14 __ -: . - 1! . I I I -._ .i ... � . .: . .1. . . TAX PARCEL NUMBERS: .. : __�_ I i : .,.., H i . I - ; : .1 , `------__ 334390 -20009 334390-2021 i � BEGINNING AT THE INTERSECTION OF THE WESTERLY MARGIN OF ABERDEEN A : VEN.E. WITH THE i , - ill . � : %:j : � : "": . . : : , . t ;: I : . �� . : � .., . I . I I .1 . - , , . - . : : .1 ; : . , : : - - : , : : : : �_ �,_� . :. . ; : . . - I-, i : : � : : ,___i. , I . . .. .: ..'' .. � I , ;, ! : I ; ; SOUTH LINE OF TRACT 255 OF SAID C.D. HILLMAN S LAKE WASHINGTON GARDEN OF EDEN DIV. NO. ; : : , . 'r, : �:., : ': : �:.. : :,: : _ : : ; : , : - ----- : � : : : � 11 I : 9 - �;:N;�, ni:r�f'% :..; I . . : �l � I , i .1 : � � i : _._.__'�l_._:l__ L. �-":::% , ;:W�:5 ; 11 '' * I I !:� � � , PROJECT SITE ADDRESS: I . . ; : : . �. I I 1. : : :�: : - X; "::;,� ,,;: %. �_,;'-_ : : : 4. AS ESTABLISHED BY SURVEY PREPARED BY JACK ELLER ASSOCIATES, INC., UNDER JOB NO. : : : : : I I : : : 11 I . ;:: .1 :f: : ; ! . .1 : : : : : : RENTON, WA 98059 ! : � 9/25/71 (SAID SOUTH LINE ALSO BEING THE SOUTH LINE OF CITY OF RENTON : ; ; ! ; : ; f ; i : I . : i : . ; I I ; ; SHORT PLAT #LUA-10-109-SHPL LND-20-0296, RECORDED UNDER RECORDING NO. ; : : ; : � ; : ; : � ; ; : ift SECTION, TOWNSHIP & RANGE: POR'nON OF THE NW 1/4, OF NE 1/4 r i ; 20040811900006); THENCE WEST ALONG SAID SOUTH LINE 252.60 FEET, MORE OR LESS, TO THE : i i : I : : ! � , (" : , : � : i : . ; � "'t SEC. 05 TWN. 23N., RNG 5 E.9 WM ; : : 4 OF SAID C.D HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIV. NO. : : : . : I : : : - T- i i (o : ; : : : 4 AND SAID LINE EXTENDED; ! : : � ! : * : : : : : ; to : : : : PROPERTY ACREAGE: : : : : 0.60 ACRE : I . : I I THENCE SOUTH 01"01'28" WEST, ALONG SAID EXTENDED WEST LINE, 106.67 FEET, MORE OR LESS, t � ; ; I : : ; i 11 � � � � � �� z � : I : : : i llftft TOTAL PROPOSED LOTS: 2 LOTS ; TO THE NORTH LINE OF CITY OF RENTON SHORT PLAT NO. LUA-02-017-SHPL, RECORDED UNDER : ! , : i : i V -- ; I IN : z I Is I I , RECORDING NO. 20040907900015; THENCE SOUTH 89*1 6 40 EAST ALONG THE NORTH LINE OF ; I ; : : : ; : : . : � " I .1 40 1 � 11 � . � :r 11 : 59785 SQ. FT. i : SAID SHORT PLAT, 252.60 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF ABERDEEN AVE : : : I : ; : : : ! : : ; : : 10 : . : :0 209605 SQ. FT. : i N.E.; THENCE ALONG SAID WESTERLY MARGIN NORTH 01*00'55" EAST 102.67 FEET, MORE OR LESS, : : : : : : : : : ; : : : : I (n I : : I . TO THE POINT OF BEGINNING. I . : I : : ; ; : ; : ; i I I : I ; I I ; ; : � : i : � ; i : : LAND USE DESIGNA11ON: : ; : ; : ; RESIDENTIAL SINGLE FAMILY (RSF) ! : ; ; ; I INSTRUMENTATION ! i : ; i : j : : : : : : I I 1 : � : : ; ; : ; ; I ; : ; .1 ZONING: ; : ! : : : :..i ; : /-- S,_::�ld.�,A' � 1 : :, RESIDENTIAL - 8 (R-8) : : : I : : : : INSTRUMENT USED: 5 SECOND TOTAL STATION. : : : : I : : : ; : : : I t : / : : / P. W _�� ,,,% I : -, -.:vvi ----- / , , 44- _,4 , : : ye !.... -'8/1 PROPOSED USE: : : : / � : / :�_ ,_�5; �`, �. -I P � %J : :Il- > * SINGLE FAMILY RESIDEN11AL I ; : : ! � � ";, Z. ,; : : ;, � . �_ a i / _, .,-89 I : � - - - - - -------- - �-.------......,.-.-------""-.,ia ..... - --- - - --- - - _------- - . . . . ......... -..,- . .. . . ........... .... . - - ; I ! * .� � ; : /11 ; --- I--,,. ,_ �% � .1, lll�!� I : I- , . / 1 ..- .1� --.: " : '.-I " : i �;... ., -.,-; " :.,� ,.1 SEWER: CITY OF RENTON I-.--- . . .. . .. . ........... . .... ________._ FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN : ------ � ......... __ . . ......... i ......... . ____ . . ................. ___ . . . .. . ........... i ___,______ ....... - -- ----------_------- ! : � ... I / . � : li T � rl- ,!; i 4; -1 r- I f.) ; ACCORDANCE NTH WAC 332-130-090. i , I I I ____.__.......___ . . ...... � .......... : I __._____...__.___.. . . . .. . . ........... . ...... ___ ........... ... ___.,__.........._______ . . ...... _.... . .... . _____..__ ------- . . . ..... . ........... . ..... : _ : * : :;�ll ; / � -_ I , ; . : . ; -;*-* 0 � I V *�' i ! .- - ., /-,��;.,j, / . � : � / ! I , . * - WATER SYSTEM- - : ' , CITY OF RENTON : : : I . : : : : ,�_l � : : : ; : : : I : : : : : $ : : ; \,�/ : : : : : .1 SCHOOL DISTRICT: : : : RENTON SCHOOL DISTRICT jur-Ar-03 : : : DISCREPANCIES: ; ! ; i ; � ; ; ; � I I FIRE PROTEC11ON: CITY OF RENTON FIRE DISTRICT IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING I I I ELECTRICAL POWER: PSE CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING I I NATURAL GAS: PSE NTH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL I I 11 DINA11ON OF ALL TRADES, SUBCONTRACTORS, AND PERSONS I TELEPHONE: QWEST ENGAGED UPON THIS CONTRACT. I _____ --- - I REFERENCES BENCH MARK I I I - I I I - ____ . RECOMMENDED I . - . CITY OF RENTON SHORT PLAT LUA-01-109-SHPL MONUMENT IN CASE AT INTERSECTION INDEX LOCA 71ON I 1 I - REC. NO. 20040811900006 OF SE 168TH ST AND 11 6TH AVE SE SEC. 5t T. 23N.., R. 5E... W M. r- : ; I BY : : � : : I : I : : : I : 1 / I : ; : : : : ; : � . I I I 630 H E E T / N D CE X' r I I s : I : : : CITY OF RENTON SHORT PLAT LUA-02-002-SHPL : i : : ELEVATION 458.77 : . : ; . : : 0 I . BY . : : : I I I : : PFr. mn ,?nnAnqn7QnnnnQ � : : I -1 : : ; 0 0 � : i : : : i : s ; I : : : : i I : ; , i I � .---------?--- _ - I ; . ! : : : i : I "R R ` *4"'APONS m wlw'IL I TY: : : : � : : : ; PLAT OF STOLLENMAYER ADD : ; . I : : : ; . CONTRACO"ou tujo 0 I : ! : : : : ! : . : . VOL. 889 PG. 87 : : : : : : : : i : : : "_ �, . : : : , . I : : � : : : : -, -\ \ : , : : / N - , /, ` - RESPONSIBILITY FOR JOB : I I *11 . : : , I % I i : 1 - - _h ,5 l't- , f- , I . . , : .1 : k I ! : I I " " SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE I : . I ! i : ; r%o 19 : I � 11 / f : : : 1. \ ", / / : : I : : : ; " �_ -, / : I 71ON OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY I : . : : *. : : _:__71__ . c; INTOUR NOTES DATUM. ; : : : i � - : ! : : 717INUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL . : : : I CON : i : : ; ; i : ; : ; : : : : : I I ! : I : i ! I I N AVD 88 . 11 : : i I DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL . : : i I : --------�-------�.---------4-,�--------,-i I !---- : : t : : I LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS i . i : : INTERVALS. : : : : . : : ; : : : i : s I � : ; � i I i : PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR I : : i : I i : j : : i I ; ! : : : ! : I : i : 1. THE ENGINEER. : : : i : : : : I . : : : ; : : : : ; : I : : : . : : : / : : : : ! L___________j__-_____ I --- I . . . I . � I . I I I . . . I I ! : .. . * I - � , � � I% � . . I I � � I I I I I mb I I - . I � 11111,111� �l . I I I I , I I � I I I . � I I I � I . I I 1,� I I I I I . I I . I " I I I � I I I . I I - � , I .1 I I , I ,- � I I .! I � I I � I . . I I I I I � � I I I . , � 11 I � / I I . I I . . I � I . . . � I I I I . I � . I I 1� I I I I I I I I . � I I I , I � . � I I I . , - I I � I I I . I I I , . 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I LL 0 0 # 0 0 .--,, � � � ZA u C -A � a (A I 11 011 a) i � C) 45: � li 00% 0 = .. t^ ; � Ift..01 I i li j C. 0 1 #4 I i C ff r. u i I � 0 a I r *.a p", 0 . ob -b-a 0 i 14 C'4 f 21.0 = � � c I � � #� C) c C.� I I � : I I ! -= c* :a 0 1 1 1 i () ,g C, 5 , i : .i M C14 1 1 Z �: < �: r..4 I �: C*4. � c J= A � U. i I � pw w - 6m 00 I . I I A-3 �-- oj C*N �: I I rA .wb- .J.j I ; I . � m (A I 1 w < ;i I m I � W =d I 1 1 �: Lu j� �!. i I . 1 C13 -i w tn � ; : I i � I L41 i � ,E� � i I Z -. =3 I � m I � � no I r% I - i : � 0 u I . � . . I v (N u i I I I z u m I 05 4 I i , w *4 -0> , , j i kn - I I �I I -a cc I ! .Ll u &_ i : . I I � u u , k i � L_ .4-a : � *.a � ; (A ; � � :� � L_ ; ! , I 4=1 f � u .- � II I Ca- i�: . I .- I - "! r_ Ln I . * , =3 i i t-.1 I .! Lu 0 I '� z 'I" � � � � � 1^ � I �. p �.o , ] - 1. . 11 I .1 I L . i ,� _____ - � . I i �! a I - I I I i I I 0 -7 M 1 DATE JIZ5116- 'I I --l- - - � $1 � r I � =201 , �. , SCALE 1 i � I- I I I I I __- I I i I I DESIGNED DRD - I 1. _____ I I I � ___ � ' ! : .1 DRA WN DRD � i ! -1 - - - � r I . BRC I ; CHECKED I I I I __1 .. I ' I � - __ __ ___ - ____ __ - ___ . L ' I , L � . APPROVED BRC . I I I I ___1 � . I ` II I , i i � I I I SHEET cl. 0 1 1 1 1 1 , �' I � " . � I . . ,. 1. - I 1, . I 1. � . __ _ - I I SECTION 5 T. 23 N. R. 5 EelFINLEY SHORT PLAT 1� 1/4 ®F NE �/� OF, WMv STATE OF WASHINGTON CITY OF RENTON, EROSION CONTROL GENERAL NOTES 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL 0 (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). _._-__: _.�_.......:_.._..,_.-. .:..._._�_«�__..».-----•-_ _.._-_._._.___....--------- _................__.,.__:...------..__..-- ' 2•THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTORS ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. s 3.ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION AND DEMOLITION ACTIVITIES9 TO PROPERTIES OR THE _ NATURAL DRAINAGE WAYS. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED INA � • j SATISFACTORY CONDITION UNTIL SUCH TIME THAT% CLEARING AND OR CONSTRUCTION z AND DEMOLITION IS COMPLETED AND POTENTIAL FOR ONSITE EROSION HAS PASSED. s g THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4.THE SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM RQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. 4 AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS : DICTATE THE CONTRACTOR SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE PROT ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING �s DRAINAGE SYSTEM. THE IMPLEMENTATION, MAINTENANCE REPLACEMENT AND / ^ i t ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Uj ` ROCK RETAINING WALL EX. CONCRET`,E 5.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT _ TO BE REMOVED, TYP. TO BE REMOVED, TYP. BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 THROUGH �W ' ' EX. PROPERTY MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH CONTRACTOR .., -=y LINE C COVER - LAYDOWN AREA SEPTEMBER 30 SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ES r :�: .afi+Y ?K. - _ s ^Y �• _ _fi • :_7•{c:5 fes:.^._ � / , » — '� g -tea _. »»_��...._. ..... .__. . ....... .... . _. _- ,::..... » ...::._...... ........-.._" .__ -"• .. rr�4:r''1�%"". v�::::f=,-,:.:---.::... / - .a,�. wd! - y�-"' --r- -r <s:,-.'�`Y..�d-. ._..- .. s,� -�-•• .��� _.,�� t. � ._ �...-:�.�::�..�. , ,.�.,�.._�..�._ r" __. ��- w WOODEN SHED COVERING, ETC.. _..._. `_� MULCHING PLASTIC CO .�.._ -. METHODSEEDING ) _ ._.... _.�.__ » (E.G.,( � // `AA. �—�'-:,. ---» .-µ^',`Vi•-�^,"`..; ,-- /-.�... -� ��.���,-=-= TO BE REMOVED w _. , : { APPLY TO __. __ _� __ . REQUIREMENTS A --T._ : - _ - _ _».._...._.,�.: _. _ : »..__.... °�. 8 27 __ t ON TR OL - - __ �........ �._ �.� _ __ _ _ _ - _ ....._.�__... _ T SEASON SEASONAL EROSION AND SEDIMENT C Q _ _ _ -- - z - 6 '. - MARCH 30 INCLUSIVE `� ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND � ' i CHAIN—LINK FENCE -_�ti ` _ _.� r GH AN ADJUSTMENT PROCESS. ~" APPROVED BY THE CITY THROUGH �..% Y� LESS OTHERWISE _.__._ - UN % �. % „ ,= ---.w:, � l�> �..' '` � �`-�` WOOD ��FE�I�E i » » „- ; - TFC••'_ -BE REMOVED, TYP. �� F �- ,^ &•Typo : i / =: _ TO 'B•E- REMOVED , NDIX D OF THE KING ------....... APPLIED IN CONFORMANCE WITH APPE i / - 7. COVER MEASURES WILL BE / -"��� ._. -. µ GATE `� .:� e COUNTY SURFACEWATER DESIGN MANUAL, CURRENT EDITION. i ;. ,t - ! _ �:'�: ..::- ,:.a •�,' .. -:� ,_ '-,- i i > r AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE 3, ; 8. AN Y , ; ,^ i k - EX. TREE a ..1 11 { r ..sy.4 � s' •'v •, X i -ti d i` TO BE REMO �3 - _ �, Y.E .� S. , •. AY SEVEN , SE _ SED WITHIN _ RES •, '-� D t. , AD / _ i' !,. f l r•, I A,l r t s' •as:/ i h i. ire�•'.!'v'v'''� E ESC FACILITIES INACTIVE VE S TE S SHALL E INSPECTED AND MAINTAINED f f __ ._. «..__-_ ° -_... ........�.( �.,.... .._,�_--MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. ....... ...... ._ ..j , '. ...s. � .,... t ' '\ .{ •> .y ". i> i ,4 Ari _ T OF SEDIMENT BE ALLOWED TO ; ✓ __ .._._- -- ._------______- ...__..__ ._.»_-•_---____-- _ 10. AT NO TIME SHALL MORE THAN ONE(1)FOO THE CLEANING OPERATION SHALL NOT FLUSH _ _......._._ ACCUMULATE WITHIN A CATCH BASIN. ; CARiQRTS ` j /� '._ TO B� --REMOVED \ WATER INTO THE DOWNSTREAM SYSTEM. �t- , _ 4 i! SEDIMENT LADEN -'-- FI LD VERIFIED BY CO NTRACTOR �; ,� ��;� ,n o Ln ,��� `; -% 11. ALL INLET PROTECTION LOCATIONS ARE TO BE E ROTECTION MAY BE REQUIRED IN ; JOINTS IN FILTER FABRIC SHALL 89 SPLICED AT POEM USE STAPLES, WIRE RINGS, OR 2W BY 14 GoL MARE OR EQUIVALENT TO ATTACH FABRIC TO P09M EQUIVALENT. IF STANDARD STRENGTH FABFUC USED It I A :1 FILTER FABRI10 77 7 Ti77"-r 7:`:: -, ":1:`11 11 E I I- [-::11 r -A 11, i-_ -=,I] I a I F1 IF=_:� I F-1 EEI I E 1 r=t' 1 j-_ --j I j=1 1 IrT, trMAX WNIMUM 4ftx4"TRENCH &MWELL TRENCH WITH POST SPACING MAY BE INCREASED NATIVE WL TO r IF WIRE BACIONG IS USEDk. 7W VMD POSTS, STEEL FENCE POS7B1 REMR, OR EQUIVALENT NOTES 1. CONDITION OF USE 'I.:1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED -AREAS. 12 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO -TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THRouGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICAMONS I sp 2,1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABR C ECIFICATIONS MOST BE AVAILABLE ON SITE. 30-100 SIEVE SIZE (0.60—a 15NW) FOR SILT F1 LMI A05 (ASTM D4751) SCt-ICD SIEVE SIZE (0.30-OLTSMM) F©R OTHER FABRICS WATER PERMITTIVITY (ASTM D491) 10.02SECf'-1 MINIMUM LBS. MIN. FOR EXTRA STRENGH FABRIC CRAB TENSILE STREN CHT (ASTM D4632) 18") UOWS. WI CN_ f OR STANDARD STRENGHT FABRIC - GRAB TENSILE ELONGATI CN (ASTfvl D4632-) 3916 NIA X. ULTRAVI OLATE RESISTANCE (ASTPA DC55) 170w, MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE -STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. $. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF TH. E FE, NC_ E.FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE. FENCE. IF TH-IS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO uLTRAvIOLET BREAKDOWN,, ITSHALL BE REPLACE PUBLJC WORKS SILT FIENCIE PLO — 21114.00 DEPARTMENT MARCH 2008 DFWEWAYS SHALL BE PAVED TO THE EDGE OF XO -W PRIOR TO INSTALLATION OF THE .'poop DAMAGING OF THE ROADWAY ENTRANCE BE CROWNED $0 TMT R 26 MIN. RUNOFF DRAINS OFF THE PAD `7 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4W QUARRY $PALLS :GEOTE)CME Ir MAN. THICKNE85 'v PROVIDE FULL MDTHOF mom INGFESMORES.3 AREA 1, CONDITION, OF USE D TRAVELING ON 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A.CONSTRUCTION SITE AN PAVED ROADS OR OTHER PAVED AREAS WITHIN 1 j000 FEET OF THE SITE. G RAR TEN SI LE- STREBN GTH (ASTM D475 1) 204PS1 MIN. GRAB TEN S1 LE E LO N GATI 0 N (ASTM D4632) 30% MAX. MULLEN BURST STRENGTH (ASTM D3786 -80A). 400PS] MIN. AOS ASTM D4751) 2-0-45 (U.S..STAN DAR) SIEVE SIZE) 2. DESIGN AND INSTAUATION SPECIFICATIONS T WILL pi" BE USED 2.1. HOG FUEL (WOOD BASEDMULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THA FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABIUzAnON IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THESEOF QUARRY SPALLS IF THE HOG FUEL 18, NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT` ENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. CTION ENTRANCE. 2.2. FENCING SHALL BE INSTALLED.AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRU Ly 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SU13STANTIAL INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD 1 LONGER. IN ACCORDANCE WITH THE SPECIFICATIONS. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKEDONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING -18 USED. IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASHED WATERSHALL DRAIN TO A SEDIMENT TRAP OR POND, 3Z. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDtATELY. BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS IN FIFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TCS WASH THE STREETS, A SMALL SUMP MUST BE. CONDUCTED. THE SEDIMENT WOULD THEN 13E WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAYSHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION. ENTRANCE(S), FENCING. SHALL BE INSTALLED TO CONTROL TRAFFIC. 11117 tFrull, PLW — 215,40 PUBLIC. WORKS STABILIZED + DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 STANDARD STRENGTH GRATE FULTER FASFUC ii CATCH BASIN Noq= 1. CONDITION OF USE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT EWERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 12 MAY BE USED ANYWHERE AT THE APPLICANT"S D ISCRETION TOPROTECT DRAINAGE.SYSTEM. I.& THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE. Z. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED, 3. MAINTENANCE STANDAFMIS 301. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL. BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. PLAN 218*20 PUBLIC FILTER FABRIC PROTECTION %milt DEPARTMENT MARCH 2008 ---fop TOVIERFLOW DEPTtf I'DEPTH 2% V ROCK OUTFLOW CHANNEL IF CONSTRUCTED BY 3 EXCAVATION. 78FETTUNG DEPTH BUM Ilk 1.5' SEDIMENT SMRAGE FILTER FABRIC FENCING 1" DEPTH 314*- I -1W WAMED GRAVEL SECTION NTS Ar- %m_w 911w%pm.W4_6 all w f Nam - MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM PLO — 211.00 PUBLIC WORKS SEDIMENT TRAP DEPARTMENT MARCH 2008 Un un 0 rN. tV 4 V)� OIz■ oun Z C1 M ® Do�' C) 0 -5: (u 0 t" 0 -6-3 0 txo o 00s ■ z 01's 00 C, co w) > w Z V) ■u z ■ w V) V) 0 z `qt Un JOB NO. 15615 DATE 02L25116 SCALE-- 1 sov =20' DESIGNED DRD DRA WW DRD CHECKED BRC 1APPROVED BRC SHEET C2.1 ............... TM .. .......... ........... .. .......... . .......... .. ........ X ............. 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C'.4 Z < �: CN rq � c vLm C 00 -b w w ��LIJ :�: �w < : M - m ;n V) Ef z P.." = a - tr% .! Lu Q 0 u U z m w ,=* V) -0> 4-; ca u L_ uu L_ -b-A Ln � L_ V./ %4- cl. *§ OF V) = rk-, w 0 Z Itt Lln �.o �l i . - ; i I . : i I I , DATE I-- -_ - i O�Z25116 A, � I - SCALE . I * ' . -11 - : i DESIGNED : , I DRD .. I .1 DRA VM 1. DRD lll� � CHECKED IlLo !'I I � I i I . APPROVED I 1 I BRC j C.3.OSHEET I I I Pipe size I Min. d1st between barrels circular pipe conc., LOPE, CMP (demeter) IT to 24" 12" 3011 tow dram. 12 102n to 180" 48" pipe - arch metal only pan (s) 180 to W 12" 437 to 1428 span 13 14am to i9v 48" R I ECESSED - - - ----- - ----- - ----- Not to Scale LIFT POCKET FRAME 90 3/4" LETTERING "SEWER" _ 1F -0y DIAMETER 2g_ P DESIGNED DRD DRAWN -D-RD SEWER (2) BOLT SOC. (ALLEN HEAD) BRC A PPRO VED 5/8" - 11 X 1.5 STAINLESS STEEL REF. PART #00981177 U 8" CLASS "B" \\-SAND 10-1/2" ASPHALT OR EXPANDABLE FOAM 1/4" 12-1/2" 1 1-t/ - 1 1A" BOLT DETAIL 45- (1 /8) BEND 14 0 1 12-3/4 8" 12-1/4 C3 —CAST IRON RINGANQ_ _COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 45- (1/8) SEND 1. 8" AND 6" CLEAN-OUT RINGS AND COVERS ON SE wER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT O. 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER 11GHT ASSEMBLY. I IN UNIMPROVED AREAS, POUR A V-0" THICK. 2* -Cr SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. ------------ -- -------- STD. PIAN - 403.1 PUBLIC WORKS 8" OR 6" CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN ?MI. 0, NuAlry 1/2"X4- EXPANSION MA TERIAL 1/4"R AT 1/2-X4-" E.XPANSION MATERIAL CEM. CONC. CURB AND %0LITTER 'R AT JOINTS. 'A SCORE LINES TO BE RADIAL TC CURS AND OGUiTTEF A W + 1/y"X4" EXPANSION 'MATERIAL 1/4"q .AT JONTS SCORE LINES %i"—IffiDTH OF SIDE BALI --1/e0_",X5" EXPANSION IVIATEPAL CURB RETURN 1/4 -/FT. SLOPE ONLY 1. /2 R 111/4"/FT SLOPE f 4$l PAVEMENT AS ICER PLANS T 4 PAVEMENT AS PER PLANS �--STANDARCI �-C`Ekll.. rCNr, PA . RKWAY STANDARD CEM. %� L1. CQI"QC- CURB AND CURB ANO GUT7E-R GUTTER .SECTiON 4—A ��'FCTION B—B SEE SHEET 2.5.1 FOR R0ADVVA"( DEVELOPMENT 5TANDARDS GENERAL -NOTES: JOINTS, DUMMY VON 71Fj SiALL BE PLACED MOT TO EXIXED 1,9C/C. NOR LES!:- THAN 10' C/C. THEY SHALL NOT BE LESS THAN -3/116' 14 THICKNESS AND SHALL BE EYTEwDED '2" BELOW THE GJTTER UNE. 1/2" THFU JGINT5 SHALL BE PLACED AT ALI. CLILD JOATS AS DIRECTED BY ENGINEER ANID SHALL El"'ITEND SELGIN CONCRETE. WHERE THE 5IDEWALr 15 TO BE PLACED AGAfN°rT THE CJPE3 AF -10 GUTTER, FlE JOINT SH.LiLL HE A CO -'D J0tNT_ 112"X 5" EXPANSION IAATERiAd_ SHALL BE PLACED FRO?A P.C.'S TIC) PJ.'S AT ALL CURB RETURNS. THE EXPANSION f4ATEPIAL SHALL BE PLACED -AT E,,CRY FOURTH SIDEWALK PANEL. HE CONCRETE MIX FOR SIDEWALKS S4ALL CONFORM TO THE PC' U!REMENTS OF CLASS a (3/4-) WITH AIR ENTRAINMENT, THE CONCRETE SHALL HAVE A BF- FINISH WITH ALL EDGES HAANG A� 2 TOOLED FINISH, SUSCRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR'j- TYPICAL SIDE77ALK 'ADOPTED CITY OF RENTON + STANDARD PLANS LST DATE: 04/04 DATE An IDWICS. NAME: F007 SP P, -%GE:.- F007 ----- -------- 'MIN 6W MIN. ROOF DRAIIN SWB MM CLEANOLM TYP LOO UN/F, TYP. GAVE I I _j 0.11 J vk •PRIVATE ROOF EPAN PUBLIC STORM SYSTEM 0011.150TORPIPE; PRIVATE STORM SEWER fro MK, 0.5% MIIN. SI.OPE, SAW Mitt BErSE.EN CTR. OF PIPE AND fLOX �2 Fr. miN. cavER CLEANOCM TYPAT EWRY 90P. L_ CURB, SIDMAIX OR 2ND 45' MEN% AND AT SW FT, MAX SPI. ACING ON I L FLO.W. LINE STRAIGW SECTIONS PRIVATE JOINIT UTILITY EASEMENT; & MIN. WIM ROOF ORNIN M QCT INTO CITY CR, MIN. SIZE TYPE I ..... . . . . . CLEANOUT. TYP. A CAP, AND Vg RE CLEANOUT IS IN PAVEMENT; IRON MNQ & COVER PER IFOO, #U7 OR EQUVALENT CATCH BMIN - -AREA DRAIN :-k TEE z PMPERTY LINE 13 Ilk 2.� Iw. _e .6 45" 13EM PERMANENT CAP OR CONNECT PIPE PRIMATE, JOINT USE UTILITY SASEM01' 3'MIN-. 4WFyWYE ME TEE, CRO81% OR 45" WYE AT SENDS J CLEAN601,11T VAIN PERmANENTcAp CLQ -OUT OWML CAIM BMN - AREA GRAIN 86=10M A -A AUGN PIPE TOM, OR PLACE ROOF DR.PdN. HIGHER. if /� xx/ V 2WIN UVER OVER COjETOR LINF NOTES: TEMPORARY CAP ON END OF ROOF DRAIN STUB, 1, PIPE MATERIALS ALLOWED: PVC. LCPE, TRIPLE WALL POLYETHYLENE DI. IF NECESSARY FOR STRENGTH) MARKED BY rW STAKE 2 -THE ROOF & FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED M. OR TO THE NEXT DOWNSTREAM Co. AT 9V NN0% 3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF OWE ALLOY RAcE CLEANourAT sw MAX. spAcE 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY. SIZED FOR Z5YEAH,PEAK FLOW. EACti 2ND 45'BEND, SINCTION If"s PIPE ENDS NOTE: ,MIN. PIPE SIZE 6"0 1 PIPE MATERIALS ALLOWED. PVC, LINED CPE, TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). TYPICAL, ROOF DRAIN wff V. PLO 226.C* PUBLC WORkS COLLECTION STORM SYSTEM TYPICAL PRIVATE ROOF DRAIN FUBLIC WORKS DEPARTMENT CIVIL PLANS MARCH 2008 DEPARTMENT COLLECTION SYSTEM CROSS SECTION MARCH 2008 P11PE ALLOWANCES IPIPE MATSIMIII FRAME AND VANED QRXTE 101144111111TER REINFORCED OR PMNCONCRETE128 ALL METAL FqPF GMP* 12' (STD.,SPEC. 94)SM) SOLID WALL PVC (STD. SPEC. "&12(l)) ISM Y. ti PROFILE WALL PVC 1,58 to -OR 12* (67D. SPEC. 9-0&128)) CORRUGATED POLYETHYLENE x STORM SEWER PIPE ONE #3 SM HOOP FOR 0"HEIGff TWO #3 RAR HOOPS FOR IT HFJGKT RECTAN43ULAR Abi .UVMENT SECTION 6) a NVfE8 I As 6=;ftble aftemaDves to the rebar shit In the PRECAST BASE t may/ SECTION, fibers (placed amrding to the Standard SpWfiwfions), or vAre mesh having a mirdimm arm of 0. 12 squam kichasW ket shall be used with ft minimum required rebar Shown in the ALTERNATWE PRECAST BASE SECTION. Wire mesh shall not be placed in the Imodmits. 4313AR EACH CORNER 2. The'knockout diameter shall not be gm,ater than 20". Knockouts shaff her e a wall thickness of 20 minimum to 2 _.F maximn. Provide a 1Z minirmmgap betmw ft knockoutwel and the otfiSideof the pipe. After the pipe is installed, fil #w ga vAth joint mortar in aomdance #3 MR EACH SIDE vdth Standard Sped&Mon 9-114.3. 3. The maximum dWW from the finished grade to Um bwed pipe irwert shall be #3 BAR EACH WAY 4. The ed gmis must be ins L Wbd wM the flange down. PRECAW BASE 86MON 5. The Precast Sam Sedon L may have a rounded fiwr, and the walls rnay be sloped at a rate of 1:24 or Meeper. 6.The'vpenhq Shidl biememmd at the top of the pmcwl base sedon. 7. All pickup holm shMI beL gmuted full afar the basin has been placed. 15. All grade Iringe and casings shall be set In mortar in accordanca wth Standan 9-".1. 93 EA CQVGR 1W MIN. 93 EIAR HWP SEE NM I 'ALTER I NATIVE PRECAST R"E SECTON &09 PLO — 200,00 + FUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT MARCH 2005 3.3; 1;2' K ...... SIDEViALK RAIVIP % I R, 6 ....... AA OR LANDING ,ak"VARIES V......... 6" TO 0 ........ .... 1-24 .......... TOP OF ... ......... R R"'PREM0L1 EDO JOINT L" INCL CEMENT CONCRETE 14 v PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINIG'S, -- -- - - --------- . ....... .. ............. FACE OF ADJACENT CUR 6 CEMENT CONCRETE 6 1 �Iz' TRAFFIC CURB AND GUTTER S E 1 r;, 0 E P R -'E'S S ED C i I R S DE" "I'A I L T' H I S S H E ET Fe ... 124 AC OF ADJACGEEtfr CUIRS 2'9 TOP OF ROACV�NAY - k FLUSH WITH GU77EER PAN AT SIDEINPALV PA gyp' ENTRANCE ---------- 1,24 Vop OF I i2l` R Rf.)ADVIVAY f - 6v .. ............ DEPRESSED CURB SECTION AT RESIMNTIAL ORPV5V/AYS ONLY, FOR COMMERCCIAL DR19'WAYS SEE ST O PLAN 104.2 ............ ........................ ........ DEPRESSED CURB SECTION FACE OF CURS ATI DEIO�ALK RAMPS V1- - --- --------- 2 V R, 'A TACE OF AD`h CEtr� CURB TC OP OF ROADVVAY GUTTER SURFACNE" 1' R. OV V R,, CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL AND ALLEYS 3ENERAL NOTES, - 1, see'stardard. P""anm 402 and 11011 fm mwb e)"'Panstor, ar-drantraction jsiM spadr.q. 2. Not used� 3,. Faf-,Oepressed biond?fthlc Dr3vf�4WaY 0,00 GufterSe4cftn, See Standard Plan 111(141 :dm" PLAN 101 PTUBLIC WORKS" CEMENT CONCRETE CURBS jt/ DEPARTMENT top x.AA Af MF A IQ J? ff W dell -- --------- No r - JOB NO. 15615 DATE 03 5116 SCALE --NONE DESIGNED DRD DRAWN -D-RD CHECKED BRC A PPRO VED BRC I r I m m THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL, AND DOWNWARD VERTICAL BENDS sQIL FIRM SILT OR MPACT SAND FIRM SILTY SAND - COMPACT SPJ-113 & GRA,.EL 45* BEND 11 1/4' go, 45' BEND 4' ' 45* SEND 11 1/4 FITTING SEND TtE CAP OR PLUG & 22 1/2' REND CAR OR 'PLU'G & 22'1/� TEE 2* , f3gE(N'D TEE Or, PLUG &- 22 1/2' IS EN E) BEND IGAP GEND I 4 7.0 4-.2 4.2 1.7 2.9 2.1, 1.0 2.2 1.6 1 . 1.0 M .6 13.3 9.4 3.8 6.7 4.7 4,7 1.9 1 5.0 3.5 0.5 1.4 213.3 16.7 6.7 11.7 8.4 8.4 3,4 8. 8 6.3 6.3 2.5- 15.0 26.5 II&B i8,8 5.6 AREAL CALCULATED ON 300 PSI TEST PRESSURE;. V-0` MIN, COVEEP FOR WATERMAIN LESS THAN 12'. 4'-,0" MIN, COVER FOR '01ATERMAIN 12' OR GREATER. Lu CJ Z Ni AX. HEIGHT OF THRUST BLOCK (FT) 0.5 x DEPTH OF TRENCH 1 MIN N IN. HEIGHT OF THRUST BLOCK (FT) 010. 'PIPE + 1.0, . rq rn ON, BUILDIN FLOW 4" DIA. PVC PIPE DRYWELL- DETAIL NTS 6" MIN. DEPTH PERVIOUS CONCRETE PER ASTM C94/C94M CONCRETE FLOW BARRIERS, CHECK DAMS OR SOIL BERMS 12 It MIN. DEPTH BASE COURSE 3/4's TO 2.5" CLEAN AND WELL GRADED TO MEET 4 WSDOT PERMEABLE BALLAST 9-03.9(2) 4 MINQ OA .4 75% OR GREATER FRACTURE FACE PERMEABLE PAVEMENT ON SLOPED SUBGRADE DETAIL MARK CENTER OF HOLE DA TE W/ 6" CAPPED PVC OR NONE OTHER MEANS. FLUSH WITH CATCH BASIN TOP SURFACE, EXTEND TO j CHECKED BOTTOM OF FACILITY. TOP SOIL • � o Lu CJ Z IL 1 MIN rq rn ON, ry -1k Ar 91 z 8 " 4 DIA. HOLE FILLED U8 i� W/ 1.5"-3" WASHED ::•�=�_,ytir �� � � ,•�r_.,� �- DRAIN ROCK 6 DIA. PVC PIPE 4'MIN ..����:� ry Lm 00 .2 0--, W -y z SIDES OF HOLE LINED z WITH FILTER FABRIC DRYWELL- DETAIL NTS 6" MIN. DEPTH PERVIOUS CONCRETE PER ASTM C94/C94M CONCRETE FLOW BARRIERS, CHECK DAMS OR SOIL BERMS 12 It MIN. DEPTH BASE COURSE 3/4's TO 2.5" CLEAN AND WELL GRADED TO MEET 4 WSDOT PERMEABLE BALLAST 9-03.9(2) 4 MINQ OA .4 75% OR GREATER FRACTURE FACE PERMEABLE PAVEMENT ON SLOPED SUBGRADE DETAIL JOB NO, ca clu DA TE 03125116 ALE NONE DESIGNED t cc co j CHECKED Z I 4cc APPROVED • � o Lu CJ Z IL i 9 rq rn ON, ry .0 91 z 0 U8 i� c 00 <tV JOB NO, Un DA TE 03125116 ALE NONE DESIGNED CrN 4 DRAWN DRD j CHECKED un APPROVED • � o Vcq i 9 rq rn ON, ry .0 0 c 00 <tV 01*61 ry Lm 00 .2 0--, W W z z JOB NO, Un DA TE 03125116 ALE NONE DESIGNED CrN 4 DRAWN DRD j CHECKED un APPROVED BRC � o Vcq i 9 rq rn ON, ry .0 0 c 00 <tV 01*61 ry Lm 00 .2 0--, W W z z w A..; cc JOB NO, 15615 DA TE 03125116 ALE NONE DESIGNED DRDD 4 DRAWN DRD j CHECKED BRC APPROVED BRC