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HomeMy WebLinkAboutSWP272176(1) MISS 1111111!9111181 e.11� . N MINE IIIIIIIIIIIIIMMOM 1 IIEI�I�IIF�L�IIIIIIIIIFiIE]1�1111111 � 1111w1�1�!l1111111111 III�N�IuI III�IIhINI!!!lNIIIN��1� nME IIINN 11111 !INN ■ IWIIIIIIMEN MINE IIINN� 11"1 N11. 111111111!!9!11111■■■1111 NIIIIIIt on IflNN11N 1 N�11 II .!SNN ' ■ In1� OP■ ; _ .L�MR] NNII MEN . IIIIIINIIIII�IINN�Nlil IIIIIIIIIIIYNI�IIINllinn�i I W11OINIINIIIII ME IIIIIIIIu� n ! Of.II�aimsN IINNIN II 01 11111�,1- 1111J11 IN NIIII'' , IIIN� 2 11011 ©eBNn N NNN 111 �� IIIIINNIIIIIIIINNIIIIII PROJECT:PAGE 2 OF 2 PIPE DATA FILE NAME Tri` F(w CYFIa . # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET4E INLET-IE INLET-TYPE d6,.� ly 2 2 1 °o �� 1� KE _ Ke — M C — Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIAAMDTH(ft) Q-RATIO q. z2 90 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 5 13 1 1k80 1N, b7 5, KE = K = M = _ C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 1 � . 85 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE S ;pho� � 33. 5 IB 1 11. 20 11. 21 5 KE = K = M = — C = _ Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 18. 1 Ll # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 19, 3 1 g 1 11, 88 15.01 KE = _ K = M = C = _ Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 3 �� I . 62- 90 23 . 11 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 8 2�0 18 / Is,O � / s6r S 3,q1- 2.aB o� I KE = _ K = _ M = _ C = _ Y D ' 1 r 2.08 OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) O-RATIO 18. 0 Est. 0 2 0. 11 Page 45 of 57 9 L = 362 fl = 12 " P.7c = 1 0�+ - 15. 73 TN = I4. 4T6 �, over- I8, 0 tat. Ne j % 0 S+'�L ° 2 QPA7 : 0 (] gs-BUILY S 7sTeP4 D. Corey PROJECT: PAGE OF 2 PIPE DATA FILE NAME C - ` S W 12 THl ROUND/ARCH PIPE INPUT CODING INFORMATION: PIPE TYPE CODING: 4-CMP ARCH (OLD GEOMETRY) 1 -CONC/SMOOTH BORE(n=.012) 5 -CMP ARCH (NEW GEOMETRY) 2-CORRUGATED METAL(n=.024) 6-CONC/SMOOTH ARCH(OLD) 3-HELICAL CMP (n-fac vanes) 7-CONC/SMOOTH ARCH (NEW) ARCH PIPE CODING -EQUIVALENT ROUND SIZE MUST BE INPUTTED PER FOLLOWING TABLE: EQUIV-DIAM OLD-ARCH NEW-ARCH * EOUN-0IAM. OLD-ARCH NEW-ARCH 15" 18'X 11" 17"X 13" * 42" 50"X 31" 49"X 33' 18" 22 X 13- 21"X 13" * 48" 58"X 36" 57"X 38" 21" 25"X 16" 24"X 18" * 54" 65"X 40" 64"X 43" 24" 29"X 18" 28"X 20" * 60" 72"X 44" 71"X 47" 30- 36-X 22' 35"X 24" * 66' 79"X 49' 77"X 52" 36" 43 X 27- 42-X 29" * 72" 85 X 54" 83-X 57" INLET TYPE CODING: 1 -CMP/PROJ. 4- CP SOCKET/PROJ 7-CMAP/PROD 10 -OTHER (SEE f} T t Flq 2 -CMP/HDWALL 5 -CP SO.EDGE/HDWALL 8-CMAP/HDWALL FHWA REPORT 0 RATIO 3-CMP/MITER 6-CP SOCKET/HDWALL 9-CMAP/MITER HDS NO.5) Eh• FI° # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE (�;L FIDV 1 . FI• 1 i2-4 2H 1 li , 26 12.68 5 KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 0. 7S �,15 12.oy-lu,u4 I h # LENGTH(ft) DIA(in) PIPE-TYPE OUTLETpp-IE INLET-IE INLET-TYPE Cy.ISiin) 2 br- �� L, I .J 1, ice, Cy J KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) O-RATIO 16 Nu_ 6.13 6. 33 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 3 o y l a 2 13. 5 4 LI.1 0 D , 14 33,5,511 KE = K M C Y = _ 5,5>i 0-f A+;o 3 Page 43 of 57 sollond Date Subject 7 s w 7 �ZC+h)s�. A11 v /v . o .SW // 7^2 .f t 6 H d G 4fKii7 -nJ �f yI� ) -- 'OL ..f"'`qT �1 � ' �� .+' ' -- �i , a� . Ia ,,` .� �F _` it`�. . �' I l �/� `��:;� r' _: 'x $; i� � ` J e. - wCTcte, y p Nr iT� -uL ... '} L. a s _� i. ._ —tea u,TC .�� ... . ': a.,.�. i Y I` - ., l < 1 � IV . I :n�'i. i .. f, r. Cj ' � � 1 g �e Q .nj 444 ',.�a .. AFy� f.r `F �{ i � _ �. �._ :i2'gr i , i �� k ":� � �� ' q • s • �. J N, -- "'�_� v.:Y•" ter' ,:'.o:.,.. -+r. f : ' I � i w. ��•�� 'rr � � . .,,� r � ,., �, . , tom;;. pq `+ Fri\ � lY IM' {4. 1 ka Q :,. �.���I�_ � _ -- �_^. _.- i : i .<.,-. sollond Date Subject sW /� 77L sr P�hlie a v: 7 j, •� i w'M1 Ilk �� CITY OF RENTON MEMORANDUM DATE: October 5, 1990 TO: John Stein, Street and Storm Maintenance Supervisor FROM: Randall Parsons, P.E., Utility Superviso7r Storm/Waste Water Utility Section STAFF CONTACT, Kim Scattarella, E.I.T., Construction Inspector/Engineer Storm Water Utility Section SUBJECT: SW 12TH DRAINAGE IMPROVEMENTS We have reviewed this previously proposed project and have found that a major effort is not needed at this time due to corrections made by D.O.T. as part of the SR-405 work. The entire drainage system for SW 12th would be reconstructed as part of a complete road improvement project. There is the need, however, for some repair and maintenance of the drainage system adjacent to Lind Avenue SW. (See enclosed sketch.) We have requested that D.O.T. repair damage to the existing drainage system on the west side of Lind Avenue SW (reconstruct a ditch from SW 12th South to the existing 30" under SR-405, and repair the two 12" CMP culverts). We are requesting that you instruct your storm drainage crew to construct or clean the ditch adjacent to the south side of SW 12th and the north side of SW 13th. This work is needed to collect localized runoff and direct it into the 18" P.C.S.P. system constructed by D.O.T.. If you have any questions or would like more information regarding this, please call Kim Scattarella at 277-6193. 90-331:KDS:pe CC: Dick Andenon Attachment L1nii> Avc, 14+5p MArru`; Jet I �� 5 �1ee� K Iz ., - J '�,DITGtI FRAM COW _ hRs.4 aN S SIDE Y 5w 12r Pli EX/ST/A/6- WSDOF ,S fSTE/ b 3 01I`GN F12�M N• SIDE OF 6L,✓ 13 "i i 4 /Nro Ex1STi 6 wSDDT 3To� -ysrEM -� � o Ru 5 H D 1 E o pq 3 0 �C / - &� G1711 P'!RIN7EA//}A/C.�� � ~ q o T s W, '" Water Distrih ,ion SvsEe�n� ee hect m115 qV 0 3 [ J R� + For Qe�=nQ �mev�� ToQ y s v b .l the C 4y o+ eY To -+- ,,,�// }I 6 Q � � 28Gi �� Up v \ YO + H .g b � � r Eb �1 , LL p C8T1 -L.L u — ) 12 CBTI — �� L— -- , I Nos C'a LA I Chan T L'8-T2 /B '�PG P �� �[ ' Sheet Order S t of -7 e/Afx�c,-r-j N v u m _=�'-�_ -- Contract 33s9 ESM, INC. 34004 Ninth Ave. S. Bldg. A L[EIMEM OCR TUMSO MU FEDERAL WAY, WA 98003 Phone 838.6113 JOe DATE 2-10-94 No. 627­01-930-01 1 ATTENTION Daniel Care RE: TO City Of Renton Surface Water Utilities DODGE TRUCK 200 Mill Avenue South Renton, WA 98055 MAIL WE ARE SENDING YOU L7�{Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 1 12-16-93 lofl Preliminary Plan Renton Propertty, Job# 108-07-930-001 ** FOR PLANNING ONLY NOT FOR CONSTRUCTION USE ** THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution LJ As requested ❑ Returned for corrections ❑ Return corrected prints For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Pleace Call if Iron haves Any nnactinnc_ COPY TO * 90%,PrsConeunarContoM I10%PoalCmau0WCaEent SIGNED: Stuart Scheuerman PNo 240 1N wA as,01471. If enclosures are not as noted, kindly notify us at once. Short Plat (SHPL H R-EQUEST FOR PROJECT H Prelim. Plat (PPf! �_ ) CAGH To: Technical Services Date _ 12Z/3 1�.j wOH (� s O 1 S Grcenll From: Plan Rcvicw/Project Manager G h ie C 4 ray Project Name Jr 1n/ f Z ftq S Irfct S+a✓r ru hay ¢, rrrt4ro✓e n rhf (70 dwa2 max) -- Description of Project: n1 j u 11 n t <✓ 12 1 1 8 f 0 n `Sw 12 �� s4. rw,-, MC4 Avg SW }�� trsccfao� Circle Size of Waterline: 8" 10" 12" Circle One: New or Extension Circle Size of Sewerlinc: 8" 10" 12" Circle One: New or Extension Circle Size of Stormline: 15" 24" Circle Onc: ew or Extension Address or Street Name(s) 5 W 12 f to S4 re c t f 00 - zoo b 1 o, k Dvlpr/Contractor/Owner/Cnslt _ C j t-y C 1 tY / S urf4<c tl/ Check each discipline involved in Project Ltr Drwg H of sheets per discipline Trans-Storm /p c k Ri✓f/ Dre Arc �a,;y ✓ _✓ (Roadway/Drainage) (Offi(e-Vravcme X,wludc basin ) (include MC sheds) ❑ Transportation (Signaliz�lio2 Chamxlization,Lighlin� O Wastewater (saniury Sec.-e Main)(indudc basin ❑ Water (Mains,Valves,Hyd ana) (In Iudc composite&Horizonul Cut Shcd) TS Use Only T EC n _ LFQ_ a 7 17 1 �00 — SO — (,( 7 Approved by TSM Date 6rms/m4&92-090.DOC/CD/bh i�iA�l.l1�f M®'II'Ri-ATefA�1'.` *°�_ • --__ RE\/ISIONS NO. DESCRIPT:O?J/DATE BY A PORTION OF THE NW 1/4 OF SECTION 19, TWP. 23 N., RGE. 5 E., W.M. STORM DRAINAGE CATCH BASIN - TYPE I STORM DRAINAGE CATCH RIM 23.80 STORM DRAINAGE CATCH BASIN - TYPE 1 In I.E. = 21.47 - 8" DUCTILE N BASIN - TYPE I RIM 23.80 (SOLID LID) %K* TRAFFIC SIGNAL BOXES STORM DRAINAGE CATCH - RIM 23.69 (SOLID LID) I.E. = 17.75 - 18" CMP TRAFFIC SIGNAL BOX `L Op, (THREE) BASIN - TYPE I I.E. = 17.88 - 8" CMP W w� 1•.x �`�9 �`'� RIM 22.16 STORM DRAINAGE CATCH I.E. = 17.67 - 18" CMP E ��� 2A 2g ��. J I.E. = 19.48 - 18" CONC W BASIN - TYPF I Q RIM 20.10 ,' G� STORM ORAlNAGE CATCH I.E. = 17.82 - 8" DUCTILE W rf`� . ��* A STOP & STREET SIGN STORM DRAINAGE CATCH BASIN - TYPE I I.E. = 17.74 - 8" DUCTILE E �' �� 24 BRASI22-70 PE I RIM 19.84 I.E. = 17.45 - 8" CMP SW FLOWLINE OF CONCRETE O"D 0°' c 2' ROCKERY 4" G STORM DRAINAGE CATCH I.E. = 18.01 - 8" CMP NE VERTICAL CURB ��. coN I.E. = 16.89 - 8" CONC S I.E. = 18. 1 - 6" CMP TO Y.D. `D " �? BASIN - TYPE I I.E. = 16.89 - 8" CONC W 3 RIM 22.16 I.E. = 16.99 - 8" CONC SE ,6� ,§o 3 00 x ry� I.E. = 19.48 - 18" CONC W 1 O `e U ryp. CONCRETE PAD WITH �3s �� tit o STORM DRAINAGE CATCH S 1 REST LIGHT AND7 ST. LIGHT BOX �60 DR`NE STORM DRAINAGE CATCH BASIN - TYPE I p a Ts BASIN - TYPE I / xc RIM 21.13^� TRAFFIC SIGNAL BOX `'�� RIM 20.58 tit �3 I.E. = 17.57 - 8" CMP W ON CONCRETE PAD '1� 24 I.E. = 17.73 - 6" CMP N 'L°' I.E. = 17.25 - 18" CMP W I.E. = 17.48 - 18" CMP W 'o x- TOP 8" CMP STAND PIPE = 19.55 p0 c CONCRETE I.E. = 17.68 - 18" CMP S 'e o,°' ASPHALT .5. coNc WP�g. `# � WALKWAY x'` a RETAINING WALL STORM DRAINAGE CATCH 11 q�h STORM DRAINAGE CATCH 20 (WOODEN TIMBERS) BASIN - TYPE I o 14" POWER VAULT BASIN - TYPE II ` 22 RIM 20.54 (SOLID LID) a6 �Os RIM 20.54 ? 9 ❑ s ' I.E. = 16.96 - 8" CONC N SS � �� I.E. = 17.64 - 18" CMP N �' ❑ s �� I.E. = 17.21 - 8" CMP S x I.E. = 17.40 - 18" CMP W s 6" EXTRUDED CURB T x ` 4I.E. = 17.79 - 18" CMP E ❑ 0 0 ❑ - 3 TOP 8" CMP STAND PIPE = 19.22 z 1x • `10 r 1.E. = 17.79 - 18" CMP S o STORM DRAINAGE CATCH YIELD SIGN �°' HEAT PUMPS >>S °c9 x • POWER VAULTS ASPHALT 19.7 STORM DRAINAGE CATCH BASIN - TYPE I 6 ❑ 20 ® ❑ - SANITARY SEWER MANHOLE BASIN - TYPE I Q00 RIM 21.92 �,o h °� ❑ STORM DRAINAGE CATCH w x RIM = 19.56 RIM 18.45 SCALE ,'. _ �. 0) I.E. = 19.72 - 8" DUCTILE W rO o� BASIN - TYPE 1 19.70 I.E. = 16.83 - 8" CONC E a Aj ,o,• ❑ y •� MID - CHANNEL = 10.79 E,W I.E. = 16.94 - 8" CONC W O x °a o`> ti� RIM 23.55 (SOLID LID) I.E. = 16.92 - 8" DUCTILE N COT 14TERVAL. � X -j YARD D IN o 0 0• ,� ti ti y I.E. = 17.51 - 18" CMP E s m Z t� SANITARY SEWER MANHOLE RIM = 9.14 rp• STORM DRAINAGE CATCH E. = 1 .14 - 6" C P e o' BASIN - TYPE I DATUM . CITY OF RENTON O _ SANITARY SEWER MANHOLE h RIM = 20.22 y STORM DRAINAGE CATCH 4o RIM 19.48 a O F MiD - CHANNEL = 9.17 ❑ ■ Z I RIM = 19.64 x`ti S �o CONC PAD '` BASIN - TYPE I ?oo ho I.E. = 17.23 - 8" CMP SW o = MID - CHANNEL = 8.99 E,S,SW (FLOWS SW) a O o, s 0. _ _ 8" CMP PIS? co co o RI 18.81 LE. = 17.3� - 8" CONC NE U a W t/j Is. o�0 0Nc I.E. = 17.05 - 12" PVC E I hti P E VAULTOMNI 26"� O °� CIO co 6" EXTRUDED CURBS �99 2 10. 0 STORM DRAINAGE CATCHpmi- O 3 co 8 h� GR�S y1� �O. oPe4 9 Q G ' a °o$ BASIN - TYPE 1 40 20 0 40 80 s lZ ^ TELEPHONE RISER S �O' ���� r RIM 19.06 p STORM DRAINAGE CATCH 0 I.E. = 17.76 - 8" CMP E 24"F �0 GARDEN °�o pk.J��. BASIN - TYPE i �Oo T Q vj c0 20• O p^C o,� o,�O ABANDONED TELEPHONE POLE O �' 0 O RIM 20.38 (SOLID LID�P W ' 1 , ��,0 -FIRE HYD & VALVE Q O 41 N FENCE o' ���' I.E. = 17.46 - 18" C ( -c 3 `"' O W 5' WOODEN x'` �, I.E. = 18.02 - 18" CMP N ,0 x`°j� c CONCRETE PAD WITH �"? 22"22"18"D� i x188 x18 6 1 OJ ��' 0 x19.39 ?O� 6 0`' QC `W`' J STREET LIGHT AND P� a O �� ? 0 0' �EZG� z Q ST. LIGHT BOX ir 5"F PSQ� ! 2-8"D 24"C .�°�' C'y�P O �a y` ye x�950 uG �0� ,e th S DATUM CITY OF RENTON W O w W �. �. Z o 14"16"C `�A t 1� 66 � p .0 I �`•' S• y `9 ( 0 16"F 6" B.M. 525 ELEVATION = 20.28 O p 0 d 1 $ 36 e 0, x 0 ` uj �, fig• .'� N x'` /t R 18 rod STORM DRAINAGE CATCH RAILROAD SPIKE IN POWER POLE AT SOUTHWEST CORNER OF THE < M W D- w ex OJ p 0� QS x� O8"C `fl x`0 �O �� BASIN - TYPE I INTERSECTION OF S.W. 13th STREET AND MAPLE AVENUE S.W. STORM DRAINAGE CATCH BASIN 0�1 �� i BOG+ '`� x �� 10 X" ,�O ,T43 � RIM 16.42 _ O �, O �. 1 I.E. = 14.13 - 12" CMP S TYPE I ,T 1 R �0' �1' 4 GAS VALVES I.E. = 14.22 - 8" D.I. N T.G. = 19.11 rk� '� ek ❑ 01 �O. x S� GAS VAULT I.E. = 16.26 - 8" DUCTILE S ° 6"C x` ER r00 •�' O �6• � 4' VERTICAL IRON PIPE, 10' HIGH LEGEND 9�9 CON MB VEC SHOVED �160 �O' x �r0`L U �'� �GV �°' 1,1 g9 STORM DRAINAGE CATCH BASIN 6ro �0 z �� Ip U ✓ ' x� (n - TYPE II OS SANITARY SEWER MANHOLE I.E. = 17.12 8" DUCTILE S. 1 g uG 01 N .��O x,�'S RIM = 16.72 1s.s r0`7 O� Gj ro �1• I.E. = 14.10 - 18" CMP S STORM DRAINAGE MANHOLE STORM DRAINAGE CATCH BASIN 18.65 NO � � x ,�h' '�� � � I.E. = 14.20 - 12" W 0 Q 6 ro x w T.G.. --E 117.48 '�1 X �.03 x,,,0 P�Q�` Oy 1 x,\ro• m GAS VALVE I.E. = 15.98 - 8" DUCTILE N °� �O' 2 - 1" VERTICAL IRON PIPES Z 5rO Z I.E. = 15.68 - 8" DUCTILE S �� z6 �� 1ai AND GAS BOX �x �- POWER POLE F- �O, ,�E, Lij UG STORM DRAINAGE CATCH BASIN �OOr1 I GUY WIRE STORM DRAINAGE CATCH BASIN y'� (�O I RIM = 16.97 11 - TYPE I � ,�1 .w' I I.E. = 14.42 - 6" N Q �� Z T.G. = 17.57 �. I.E. = 14.42 - 6"�S x x 1 of STREET LIGHT Q I.E. = 15.24 - 12" CMP S 00 18 O' ,� x� -0 POWER POLE WITH STREET LIGHT I.E. = 15.42 - 12" CMP N �9 x� ��• W `s lz;� p \OPV 1 x p�43 '� WATER METER x STORM STRUCTURE (CONC) < � D4 WATER VALVE �1 x `1 TOP = 17.2t �1• �'�. D x�.�. �'� �1•I FIRE HYDRANT x o 00 SOUTH END 01- 18" CMP I.E. = 16.38 �cc,x o� O x Q El STORM DRAINAGE CATCH BASIN Q �� "� a DECK t h ® GAS BOX ` 10 -1O' �� .�'�' 4h Q AND 0 M O GB x x x� � CON CARPORT x,1' x x� D4 ,���0 0 GAS BLOWOFF FLOWUNE OF CONCRETE x ❑ O° VERTICAL CURB O \ �A1 ��'9 MB J��, INC, ASPNA�Z ON 0 0 Q CLEANOUT �\ x (bQ y 1\ 11 ' ,\�� P yam' N, � 0 1" VERTICAL IRON PIPE "- 110 0 \ 18 x� .�O' �O' \o,� x x x x �� roc, pc x ,+ PV F `L� 3ro \ x x x 18"D x 1 �O' ❑ �{�-' ❑ POWER VAULT P (.� NO. x MB 7L4�C J 14\ x\ro y" O "D �,..J o��O� x y�� �j0 0 TELEPHONE RISER Q A O� .��� C,-J �j �jt 1` ro I O1 QT TELEPHONE MANHOLE N �4� >k\ x Co O +� x ,\x x r0 x HALT ❑MB e p 4" UPRIGHT PVC IN CONCRETE PAD 14- ,A x \ POD �� x x\0 �0 �r10 `Y 00 �" PSP `G\A wooNC� ® 0 4"A ��0 POWER POLE WITH UNDERGROUND POWER O \ GQ2 OJ r0 ® .01 �ti fro O`? 4i N WIRE FE 20"A UG a \ \1 '. 0, '` AND 2' CONCRETE � O 24"C O •moo' .�� �� WALK o �`o QU UNKNOWN 4' DIA. MANHOLE, ASSUME GAS O CENTERLINE x n ��� ` O x o, 'o- 10 m .��' P �--- OF DITCH \ .rr S�R `� g� �O Mg � �, x ❑ 16" X 16" X 4' HIGH PLANTER W �� mi -�• O� `� 3t x� h OHO o 9„D ` x v` > x N �n �� `1 rO ` 12"D x 12"D S� 5 1 STOP SIGN Q Z xO x S •❑Mg.�1�^ ` ASPIAN-1 �� x $ 1 Npv �� Z W UV �� x x� p0 x CONCRETE ��1 ,� ■ 5" X 5" CONCRETE POST Q '� ¢ x M B N /� I I � �1• x �O`L „3 ® � PD- WALK � �O ❑ MAIL BOX NORTH END OF 18" CMP Q N� ��� /� A � 116' 0� GM D \�' BRICK UV 0 I.E. = 13.35 / _18 o' ¢ ��x 28"C GARAGE ❑ UTILITY VAULT Q l - - - �,�, xH uj � I •OIL 41 CONCRETE TS Z 3�51 w�• �� _ - �� x ���. �,��, �,�0 ✓� 6-8"D t� �� x� �01 FOUNDATION ■ ❑ - TRAFFIC SIGNAL BOX STORM DRAINAGE CATCH BASIN 1• O. �O' �1 STORM DRAINAGE CATCH ^� GUARD RAIL - 3.0' X 4.5' VAULT WITH GRATE J , ` o°' ,�'� 0. BASIN - TYPE II T.G. = 16.15 5 1S r0� 4-8"D RIM = 18.96 �.� x x SHED O �� �� 11 STREET LIGHT BOX �1. ASPS MB '� 18"D 40"D I.E. = 13.54 - 18" CMP N �O' Z I.E. = 11.73 90 - 18" CMP S x -i Q 0 I.E. = 13.54 - 24" CMP S ECF �� `� '� x o B0 WATER BLOWOFF D I.E. = 11.90 - 18" CMP N � I I 17.41 ,� Aq � Gj O �0 � STORM DRAINAGE CATCH BACK OF CONCRETE I !j 6 '` �$ �q� CONCRETE �� �� x E) ELECTRIC MANHOLE Q BASIN - TYPE II SIDEWALK = FACE OF ��. Uv �� x WALK xN x V RIM 23.10 GUARD RAIL 62 Bfn I.E. = 9.69 - 30" CONC E ❑ ti 1g F,�F �`L� OPQP NOS OIL 2" IRON PIPE FOR OIL I.E. = 9.60 - 30" CONC S UTILITY MANHOLE - ELECTRIC ? I , GO�G��6 xN�� 24"C 24"D 18 J ' O ®GM GAS METER Z STORM DRAINAGE CATCH 6 `O BASIN - TYPE II S1' x >k •OIL �0� a 1 7"D 00 N x x GG� ` 0US UTILITY STUB Z RIM 23.38 ( ' x C `ZGF ROCKERY I.E. = 9.99 - 24" CONC N \0) i O F, 6' HIGH WOOD ,�� SHED i�1 - W I.E. = 9.68 - 30" CONC W °'� r, J`° .��' FENCE .,'\' I.E. = 9.68 - 30" CONC E L wo rv� `Z = " g x �x \0 , �� CENTERLINE OF DITCH (� I.E. = 19.38 - 12" CONC E °' I,��o' I X1 I o,� 0� �GG� 12"D R I NOTED O �. <0 ��C, �N 0 DECIDUOUS TREE, SIZE 0 ,\1 x F STORM DRAINAGE CATCH �� I O �o, �1 x 6��� � 12"C CEDAR TREE, SIZE NOTED BASIN - TYPE I I �� I 28" O' () RIM 1 7.1 1 , 1 O"D 3' HIGH WIRE �1 1 12"F I.E. = 13.61 - 15" CMP NE -,o, 14"D w �°'O FENCE ,� Oo,� x FIR TREE, SIZE NOTED I.E. = 11.00 - 24" CMP S M >k 6. 1�' i �� CO D I ��• '`'� � x F� �• � 12"H HEMLOCK TREE, SIZE NOTED Joe NO. 108-07-930-001 STORM DRAINAGE CATCH 12"D " �� �� FOUNDATION ONLY �` t� 00 ��� BASIN - TYPE I 10 CI ��' �1. O 12"C CHERRY TREE, SIZE NOTED DWG. NAME RENTONA RIM 23.34 I p x�1• FF 12"D 14"C + DESIGNED BY: LE. = 19.36 - 12" CONC W I 5' HIGH WIRE ao -1 _ 12"AAPPLE U Pli `'C I FENCE �• ° END OF WALL -�c- - FENCE AS E NOTED NOTED r,, p r0 DRAWN BY: T.V.W./C.A.G. 12"C STORM DRAINAGE CATCH 0� CENTER OF ;4' ,�'�,�$ TOP 30.57 CHECKED BY: D.D.S. BASIN - TYPE II � � �O WIDE GATE '` "' +\ TOP 28.69 BOTTOM 27.9 ❑B 15" X 15" BRICK COLUMN IRIM E. 2310750 - 24" CONC E x mol-1ell'614 -- BOTTOM 17.1 P.C. WALL - CONC W ro C TOP 27.15 TOP 30.23 8 DATE OF 12-16-93 I.E. - 9.95 - 30" CO 1 OIL TANK I.E. = 10.59 - 24" CONC N �' .9 BOTTOM 17.2 BOTTOM 22.2 PRINT `L e YARD DRAIN I.E. = 19.27 - 12" CONC E STORM DRAINAGE CATCH BASIN N'll TOP 26.20 CONCRETE RETAINING - 3.0' X 4.5' VAULT WITH GRATE ADD'L TOPO J.K. END OF WALL TOP 25.81 BOTTOM 13.7 RIM = 17.48 TOP 25.87 BOTTOM 16.9 WALL 0.83 WIDE 18" CONC INLET PIPE FOUND MONUMENT STORM DRAINAGE CATCH BOTT;;M 22.9 I.E. = 12.58 - 218"CCONC. E MP N I.E. = 13.87 -USG- PAINTED U.S. WEST TELEPHONE 6' HIGH CHAIN BASIN - TYPE 1 24" CMP INLET PIPE I. . = .08 - 24" CONC. W 30" CONC. OUTFACE PIPE LINK FENCE = 2E" CONC 2{6NLET PIPE E 12 �- STREET SIGN I.E. = 19.27 - 12" CONC W OF SHEETS RIM 23.21 I.E. 11.51 I.E. = 10.08 (172.6 L.F.) ,;. „