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HomeMy WebLinkAboutTED4001592.1I I ail I I I I' IZI N 11i I,I II III I'kI I EX15 S.D.M.H• I 31 RIM = 410.8/ , I'e I �0 /.E. C/5'm) = 402.7-5 � I ICI 1 /.E. C8"O) = 403.3I 1 y� �N Q 1 EX. F.N��,� i I i =__ _==-----Ex_ce. ------_______ .�, I I �, I i„ , �-� )J 1 I EX. 50•MN. 1 1 I i t N�' 6 CT. f- -D /l8 8 "m OYC'- rJ--� 0O.4%'° C VER/Fy) EX/ST. �SAN. SEWEQ C.O• RIM = 409• 1' 1 E. CB"m) = 406 •Z5 ± (YER1lrYJ EX/5T. SAN. SEWEX R1M = 408.90 /. E. CB"0) = 405.85 5' .STEEL POST 2 "S9 WOVEN Z WIPE Fit rEe FABRIC , OWFCT/ON OF / LOW -`l N Y- 5WALE, BEYOND, TO �\\ I[^ D/RECT RUNOFF TO FED (F/ELD LOCATE 5' L ONG @ 8' C-C W/eE M! TO UPS; F45TEA1 SEE PL" L r' VOTES• ARK: BM"534. Cal/.5ELED SOu4eF /NCONC N.E.C°0� of CA,PP02T 0 G59 UNION F. ON AIE5 T 510E . ELE LI. 4!Z• 4B k and materials shall be in accordance with 1981 APWA Standards and Spec- ons and City of Renton regulations and requirements and subject to approval pection by the City of Renton. ns of existing utilities are approximate. It shall be the responsibility contractor to verify the exact locations so as to avoid damage. tractor shall notify each utility and coordinate his work schedule with the ction of power, telephone, gas and cable T.V. facilities. rm sewer pipe shall be C,M.P. (aluminum) 16 ga. or as noted on plans.C,asketsi uired for all storm sewer pipe. e bedding shall be Type 2/ Standard Plan No. 62. All pipe/trench backfill I e compacted to a minimum of 95% of maximum relative density as measured by ne method ASTM D-1556. b inlets shall conform to APWA Standards Dwg. No. 39. All Type 1 catch ', shall conform to APWA Standards Dwg No. 52. All Type 11 catch basins a. and 54" dia.) shall conform to APWA Standards Dwg. No. 55. asin/inlets frames and grates shall be adjusted to finish grade just prior ing curb and gutter and paving. Frames and grates shall conform to Std. 49--Ductile Iron. concrete curb and gutter shall conform to APWA (1981) Std Plan No. 1. curb and gutter. Extruded cement concrete curb shall conform to Std.Plan ewalkds shall be type B Std. Plan No. 14. uments shall be cement concrete with copper wire or tack. Marker frame and; hall conform to Renton Standards and Specifications for Roadways. Monuments n plans thus - lding downspouts and footing drains shall be connected or directed to the rainage system unless otherwise approved by Department of Public Works. o any construction activity the City of Renton Dept. of Public ust be contacted and a PRE -CONSTRUCTION CONFERENCE held.. walls shall be constructed or sound durable rocks using 2 to 3 man rocks; of 'material must be approved by the City. izontal and vertical layout and control shall be done by a licensed Land r. t Plans and Records sha11 be furnished by the contractor showing. all ons from the approved plans. 1 be the contractors responsibility to secure all necessary permits prior% ction. VEWAy5 5NALL CONFORM To CITY OP RENTON STANDARDS. r )11 a-' - �, r_ \3 Ej34� � ' - �.>,[ � I �� R. Nfiy °F wAsy�2ll �, 'o k ��-1I z ��� ti� - �, 0 Z�oov 8 "', z C4 O Z Ov �90,rF FOfSTER� ���`� r'r I 3�3. � '�f/ONAI E��' E� 1 J' CF k I i I I 1 I I I .N-i O � O �� D N �o � z �'a N o �,2 �o m o �o �� John R. Newell Inc. P.S. F/LTER FENLE N r. s. a o '* �r I& 4. ,. o QQ I" N �.M o QJQ o� oa o0 0o a o* o� o�- oti- o"� . Nt �� o ,q� � � �� �'a ;� d-� �r� �� 231 Williams Avenue South, Renton, Washington 98055 Phone 255-2190 ....... ...... 4 .... ........ ....................................................................................................................................................................... .. _ __ ....... .........-.............................I..................I... .........:.........:.........:......... ......... ......... ......... ........ .. .... .... .... .... ... ...... . .... .. .... .. ...... ......... ........ ......... : € : ......... ... q. .. ..:.... ..::. .... .... .... .. .. ..... ......... ... .... .... FrZAME . C6VE2, GSDL0 .... : ..........:.........:. ]l I iI 20 l!G. I .... .... ... .... .. ...:.... .... .... J . . . . . I . . ! . . ..... ......... .... .... ......... ......... ......... ....... O,�FSET F,P/IMF_: ; CdVE�:.SQ :O,P/VG . .. .... . :.........:.............................:........ E ......... ......... ......... ......... ......... ......... ......... ......... O..cc) ..pp. ...... ......... .... ....... ,Q LADDE2 ESFk�/CTO�P..... VR/ sr 0{40 14 .. o . O . .... ... /S O/2ECTL y OVA ?P ....... . 4/0 �o rt) ' t� e.i ev '� I l - Ca ED.G.E OF :OP�c/G• . ......... ......... ......... ......... ......... ......... ... .... .... .... .... .... ... ..�. '4,.. ,�.. . i:.o4Z .....1......... �. ..... ,s:o........ %5€V S/BLt f N ......... ...... ......... ......... ......... ......... ... 5.28.% _ �... .�. �..� .� 0.....:......... o :........a;;o........ o Y, ..... ... ......... ......... .. ......... ......... ........ ......... ......... �.T�L: ..VP'.o.t.9o:.... . .... .... . .... .... .... .... ... ....... �......... ......... ........ 's € € :. : O* E o N a, I M ` ......... ,��. :.._ : �r0:38..... ; .... :� :. N .....:.........:... .... ......... ........ n, ......... ......... ......... :Ec: COVER 344• �4 .. .............................................. i+ r : �.................... . E ' E ....... s ... . . ,. . .. ......... .... .... ..... V I. .. �. ..� .... .... .... .... :� ..... ......... .... ... .........i......... ........ ......... ... ...... .....I... I 41 ......... ......... ......... ... ... ......... .... .... ...... . .... .... .... .... .. ...... ......... .... .... ..... F�398 4-l: ........ ......... . . .... .... ..... . . . . .. . . . . . . . ...... �,. nlFO r'FN E/�/D '"� ;4P ......... ......... ........ ......... ......... ......... ........ ........ ........ ........ ......... ........ ..... .... ........ ...... . .... ... 0 �. ........ ......... ......... ......... ......... ...... ......... ......... ......... ......... ........ .... .... ;.. t... EC��34 fi8:9 .... v E \ . ........ ........ ....... ..... ........ ........ ........ ........ ........ ........ ....... .... ........ ........ ........ ........ ...... ........ ..... ........ Is............................:.........I.............................:....................................... E . . .........:.........E.........:........ ........ ........ ........ ........ ........ ........ ........ ........ .... ....... .... ........ ........ ........ ........ ........ ...... ......... ........ ........ ........ ........ ......... : E : : : E E : E E E : E E E E i i i i i i i E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , T � ......... ......... ...... ......... ... .. ECO,.'li�� :I: 24 CMP UB . , . E F IbE : 4Z .4ETE'iV..T/QN: T�MQ2A,Q EL`OSfON C01V T�ZOL NDT S .. ......... ......... ......... ......... ......... ..... ........ ......... ......... ......... ......... ......... ......... ......... . 0 ...... .. . I rY /2 a'lZ :GROSS .. ......... ......... ........ . ......... ......... ...... �.. FQlt �1F?�FiQ ` p ....... plPE : E : i : E 1, Use filter fences as tem orar erosion control measures, Locate filter fences as :.........;.........:.........:.........:.........:...........:. ' .... ......... ::I: p Y .....:.L....... \: E .. shown on the lans or as directed b the field ins ector/owners. Use V-shaped .:......... ......... 1 .........:.........:......... E .........:...... ..:......... E .........:......... ......... ......... ......... ..... ......... ......... . . . . . . C,1, .... . p Y p :..................'. �. ......:.........:\ ..... ...........:.... : it:4 .1... i� arc t rm run ff thr u h f�l r f nc ri r x�t�n 0 ditches wales to i e t s o 0 o t to e es o toe s ......................._.. .......................................I........................ .......:1.:...... g p 9........................:.......................................:................................:......................................., , .... ............... .. the site. ..........E.........:.........E.........E.........E.........:.........•........:.........:.........E......... ......... I.. .........E.........i.........E.........E.........:.....1..............E.........:.........E....... ......... .. ..... ......... ........ ..... ......... ......:oci.r arc° I::..::.. 2 Ex 1 ca i nand confi uration of tem orar ernsTon c ntrol fac 1> > s steal1 be .. E .........:.........:......... E .........< .... .:.........:...... .....:.........:......... E ......... € ......... .......... ......... ......... AECOMMENbED ...... € ......... ......... . .:.. I .... .'--�.... .E. .. ... ........ . act o to g p y o to : : \: o I d r r r d f R n r i f' d r` r..:.........:.........E.........E.........E.........:.........,....... 4..... .........s...... L. ... I........ ::::::::: determine by owne /cont acto an City o ento epresentatives n the gel p io • .. , • .. E ... .. . ......... ......... ......... ......... ......... ....... `. .... ... ......... ......... ......... ....... ......... .. .. FO:R AP.P. 30YAL:...... .. . E..3.1T444... i to construction. Fences will be ad °usted to fit existin to o ra h and ends of:.........:.............................................:.........\.... . J 9 p 9 p Y €.....:: .:.........:.........:.............................E......-...E.........E ..... :: fi 1 ter fences wi 11 be wrapped uph i 11 to prevent runoff from running around the ends . E.........:.........:.........:.........:.........:.........:.........: \ .... ......... ......... ......... ......... ......... I . .... ......... ....... ......... . . ..... . : : ' : : .....:................:.........:.........:.............................:......... ...... ......... ......... . 2: ...... ... ... �.'3'4 Z4. BY �. E :.........E.............................:.......... E.. 3. Tem orar erosion control measures w 11 be rnstalled r or to an other construction : - i p Y ............................................................................... �.............................................................................................................................................................................................................:.............................................. ............. ......................... ,. P Y ....... t f :... E........:......... : . : : d m n a e in a atisfactor cond�t�on until such time as the....................................................:...................:.........: ........:.........E......... ......... ......... ......... ......... ........ ......... ........I. ......... . ti1P,7?� taking place an a� t �n,d s y \ . .....................................................:..................-:......... ..... .,..,,... .......,. ......... ......... .. ..... ......... ........ ... ... ......... ...... .... . ... I .b C : E : : N 7E . N : EEE€::E. .. permanent drainage fac�l�t�es are completed and operational. The erosion control...........................................:....................................\... .....:......... , ...... ......... .... ... ......... ......:E.L; 3,92�!2:.... . NET SI�ObVN ' measures de ' cted are minimum re uirements and as construction ro resses and or € " " " " : " " " " ' : " " " I ' : " " " " ' : " " " " ' : " " ' I " " " " ' " " " ' " " " " " ' " � _-1/ e "' p y P g / \ ......... ......... ......... .... ......... ......... ......... .. ......... ......Io....i.....z. . �° _ .. .........E.........E....... :.........:.........E......... ......... ..... .... �..... .... seasonal conditions dictate additional siltation control facil�t�es may be re : : : :\ STD LAQ�`R �ZEPS: .......:.........:.........:.........:.........:...................:...................:. ..... ......... ......... ......... ......... ......... ..... ... ......... .... �.. [VJhTy,®lGAE qu�red to insure complete siltation control on the proposed plat.:.........:.........:.........:.........:.........:.........:.........:.... :.........:. \..... TYPE Z 54 C.g..: � 54 C"f�A € € ' ... ...€... ...€... :...IMPOW �. PTZ `.. .... . . Q2.............................................1....t . ... ... Z 4L) . . \ E ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ .......\ ..... ........ ........ ........ .. .... ...... ........ ........ ...I.... ........ ... . .. UIV ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ EX/5T1N.G.G2Q O ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ....... ....... o ... ......... ...... ......... ..... ... ......... ......... .,.. .. ..I...... ......... 2.20 ..... ......... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... ....... ......... . i .. ......... ......... ......... ......... .... ... ..... ........ ...... . lNCET / �2cP Ca r7) / N^ :REST.. /iTD.R . n/rs ........ . .. ......... ........ ......... ......... ........ ......... ......... ......... ......... ......... ... .... . F�:T. 0 R € € ...... M: �4� Qr� E O iV C' �V LS s ' `' NW LDOlG € € :.......................................... _....................._......................................................... .... .....: ............................ :......:.........€.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:......... `.- ....... TE:/ILL METt1Lp�,�tS. UFACES.M(Zsi. ...... : € .........:.....................................:............................:.........:.........:.........:.........:.........:.........:.........E......... ........ .........i�.�.. ........ ..... ........ ........ ......... ........ ......... .........1.� CON5TrWC-TFL} OF CQ220510N-RE,5/57ANT E A 3 .7 4f ,.........E........:.........:.........:.........:.........:.........:......... ....... .... .- ......... ......... ...... ......... ..... ........ ......... ......... .... ...:. .........:.........:.........:.........:.........:.........:.........:......... ......... ......... .........€......... ........ ...... ......... iNJ,4TE2/AL:O.K GA1V. COA%IRGET.F Co2Q0,51O.... `� - .... ... ..... .. .. ......... ......... ......... .PRO•TECTIaAI M UST BE �,45SU,FED.. . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. N......... ...... .. ......... ......... ......... ... ... ... .... ....... ......... ......... ......... ......... /LET Z.CQP:Cgl7.). a° :5. : �. o.iN it ./: <�4 .�.)_ . ,P/M = 39 -2 C'G;OATE EP .ES ED // E ': : . 9 D 2 _5.......................................................................... ............... : ....... �......... ......................................... ............................ :� �r 4 :... _ - 5 3 s / YA/Z/S...MiN. MA.Y. ....... ......... ......... ......... ......... ......... ......... Iti1�..:4o;a: /Ef8 mJ.-. ....... u. ......... .. ..... .... ./.E: C24 • ) - 314• 60 - � f4'B :. i c RAv� 4 .`• ....... . c iti% coN .. .... �: G .... ..... .. 61! Ll.: [.S. g T vy: ..... .... ......... \ 'W' .... ....... ... SN D .. .. ......... ....... .. .. .. .. ...... ........ D C' s ......... ..... a ... ..... ... ...... ......... ........ ........ ........ ......... ...... ....... ......... ........ ....... .... 2 /o o �'� -T^ ...... ......... ......... ......... ....... ........ ......... ......... ......... ...... 2 /0 2 la r „ C Q 5 1 /� $ . . 2 . _ .... 42�6..2 �STfIEfS. .j: .... ......... CITY ®F RENT d \, ......... . .5•.. ..... ... .. ..... ......... .......... ......... ......... ........ ........ ......... ....... ......... ..... .. ......... 5=0 43 /° 5 -! A. C C M.O 4 G . :...:......................................:............................ ...... ..... ............................................................................................................................................................... ................. ........................................................... ............................. ..... • _... : n c.. ' E : 4,V 5 t Tl CON ,�E "'`."' ":'"' "' - DEPARTMENT OF' PUBLi K ,� .... .:.........:...... 2 : CONlP7". DEP7��/ CM .JCL .. s L3 45Pf1A� . .... C� , .........:....... :... : L �..Tu�) -. :....................... : °':'-'a1TCy .To...11A�... LlGNr:......:.. �„ ........ ......... ......... ......... ......... ......... ....... ........... . �. Y. ......... ....... 1L COA1PT DEPTH CM/N.)- C SUeF Top e25E C518 _) ......... ... ... ......... ......... ......... .........:......... ......... ....... • .. .. ......... _ n..,,...:. 5=a s� /14�i1!. / \� I 3 1' / NJ X Qt/ / \ o ro. / o ERTf/ �MYN> C? �SU2f CASE+ C,QSE C/%i yo : C .Q . GA. . STD GEN1 C ONE ... 2 C AfPT45 ......... ......... ......... ......... .. ......... ......... ......... ....... . _...... ........ ...... ......... ...``� SNORT PLAT UN/ON 670 t tAe,6 e GC/TTE2 1 NOTE •`.:G/ZA. UEL EASE cL'B : i124.y SE 2EQ D PEN /NG € Sd/Z Ca oir S ... 3:2 !Z : ....... ...... ......... . .: ..?._... CTyP. J. .... .. .... .... .... .. : •C� s=o..�5° 93 �� !°:... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... A N Sr CT° < 1: FIE : TCH: Ro,�awAY ,Q,Q,4�N�4GE PL S ...... ......... ......... ......... ......... ......... ......... ......... ......... ........ .. ...... ......... ......... RE.RtC.Oi� S t>MHCS4., GM >: QP i ©I 's € ': _ -- �� 0 :..... ...................-� _ .........:.........E................... ....... ........ ........ ......... ........ .... ....... ......... ....... ... ......----_------- . _ . _ : € +5, . E ......... ......... ......... ......... ......... ..�? B9 ..... I '' ,POCK SPCLFSH PAD. DATE FILE NO. E i E DESIGNED SEP7 /983 :: - ,: - _ . ........ ........ ........ ........ ........ ........ ........ ....... - .. ........ ..... ... ....... . . . . . . . . . . . . ./ + SG�E: NOQIi= `.l�' ZO' DRAWN MM/ /E D�1FCF _' 3170.- /Z . ........ / :-' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . � . E ri_ ,. " SCALP & FIELD BOOK PAGE_ V. 2.T.• . 1. - :Z...... iE. j8 mi = 3yG 32 ........ ........ CHECKED ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... l,,. ..... ........ / PER C/r 2EVIEWS 2 N IO.8.83 �:�, ../ ......... ......... ......... ......... ......... ......... ....... ......... ......... ......... .... ......... ......... ......... ........%,f.CZN)�30 33. . ..... ........ �i sHEET oF___ .. ........ ........ ........ ........ ........ ........ ........ ...... ........ ........ ....... ........ ........ ........ ........ ........ I. Z4'W=3942 NO. REVISION BY APPR. DATE APPROVED DIRECTOR OF PUBLIC W 5 FERGUSON &SONS INC 61518 S_ AN N E D J U L - 5 201i .