Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
TED4001777.1
6 F�/P RAP z3i. �s SO ENTRANCE /0' UPSTREAM /O c r COO �2 .I /INTERCEPT EX. D/ TCH AS BUILT /NV 225.93 o � 152 1F-/2" CMP j- 7 /3 1- I /4 o h /5 o� 21D.50 ELF-/2" C MP C.5 4 6- TYPE T I I C.B. #5- TYPE 11 STA. /O - 00 - 23 ' R T, , STA. I / f 52 - 23'RT, r,RATF = 9P9 74 ' GRATE - /99 49 15EASEIVIEAj -4 05 ' EAQ5MAFN7 i8.a0 I TXA6T „Y I - /. E. - -19-5. 4-9- 1194.99 /2 // �► /0 ro� Q ah - - + 4.q r © PROP. SHN SEYNE 1i4 NIA `� SHEET -- / - ti o. v / 4- I I I - rRacr Nx " 118 /9 20 21 ti N Q EXISTING N N GROUND o 0 O nj Cz N N N N N 0 N /GO' J P.V.1. STA. v 220 INTERCEPT i EX. D/TCH f o � 0 0 2/0 C.8, #G TYPE I GRATE = 222.74 /. E. = if84 2 / 7.35 200 /90 180 C.B. 9'5 ^- TYPE I GRATE = 199.49 I.E. = 195.49 194.99 /0 / / /2 POWEL L AVE S W Q0 `o `9 a0 � m O M GRADE EL EVA TONS o SEE T YP/CAL SECT/ON DETAIL SHEET 4. W 4i N Q G-/- 87 3 A-B1l1LY' DET�IKZ7A�! PIPE PZIi pRoPjLE �ML /-27-87 2 -r^CT "X" i "Y" RML Designed ON Ar. HORIZ. /"= 40' SEWER A&0 EAseMeNT BF Draw BF Scale VERT. /"_ /O' APRIL 198E Date No. Jescnption �r REVISION Check DV W Project Ni- 5820102 C MPp a% Li G.B. #4 - TYPE _ GRATE = 189,35 -i-' T 13 /4 POOL ENGINEERING, INC. Consulting F_ngineers 6 Suruetiors 4) 2 Oh i NN I /6 PO WEL. L A VE S. W. 50' /3 /4 1 1 7_1 /7 to � /� 015E Iv7E/V �� ------�o"•aLC' OF�A/rV Q-- 7'A5 BUILT /5 t C,B. #4-TYPE �-23'RT---13+65. SO- 03'9T GRATE = 183.36 A H. 185.76 10' EASM' T 5' J q N I EASM'T I CONTROL STRUCTURE w CB. # 2-6(7"4' 25.3L7. C.,B. #3 - 5,='O S_TA. 26f 3O-'a�IA N GRATE =173 5D-/74.53 L ID = ;Z/. // /723C� ro O I /. E. = � 4F - /2"'16 7 /3 /. E, = /6 4.44 - /2" V-7 i /. E/65.4G -z'` E, = !6 4.44 - 24" 4. 1 � Iv` � v DETENT/0 P/PE .SEE PROF L E 2 J �- N DET141L S ET � � 5 6 CURB -� :� -, Q (� EEG A�-SZ//L T DETA � I �T 151-IT. 4 OF p �J i , C.3. 7- TYPE Z , SHEET 3 p v 23 f65-23' LT,_ GRATE= fi13.D Ni vJ REMO VE EX. C. B, PIPE r. C E3, # % A - TY1`l N .STA. 26'f30 -�'RF a �'R�" 5ot,/U 4/tr RIM �� = • -79- 87- r 7 . 9 A E.=16417 E 5AA11TARY SEWER SHEET I j 7 {/ Q \ • C.B. # I -TYPE _Y\ S RIM � IRATE = tall' 1(--7 Ji? ����✓ � rP � . /63.63 c� ADJUST TO \ EX, GRADE SEE SHEET -3 OA SDA L E A VE 5, W. ... 2p .. 213.. ... 24 ... 25 ,SEE SHEET 3 EX. C. a. - TYPE -Y EX. C, 3. GRATE = IC2. 57 GRA TE = 164 32 f " .,.... 1. E. = 158, 40 -12" Il (CUP) /. E. - 15G.42 -12" N (CMP) J. E, = 158.40 -EX, 12" N (CMP) /. E, = 15 3.8 7 - M9 S (C/Y/P) , /55. 30 -EX. /8"S, (CN1P) /. E. _ /54. 27 -/8""N000) "R >� _ $ r A-; T OFTE/1 T101Y PIPE PROF/LE _ EX/Gi/NTi GROUND ---- �`�� /.E. =All -12"W 5 k /92 L.F C. 3. #4~TYPE Ir o 934 ?1. GRATE = 189. 05 /. E. _ '- /8 S. 76 NO TE C. B, 4, 67 6 TO HAVE VANED GRATES. 2950 Northup Way Belleuue, Washington 98004 (206) 822- 464 1225 Tongass Auenue Kewhikan, Alaska 99,901 (907) 225-6626 n v i C.B. # 3 ,,, 54 I r. GRATE _ /7J 1. CB #_3 - S4 �_. __�� GON7KOL STKUGTc.IRE R/M= /74: 53 G.B. 2 - 5♦" 11 /. E. = /67. /3 - /2 N KIM = 172.36 IF = /G5. 4G - 48 ".S /. F = /G4 44 - /Z "s A SOLO LID MARoltA/r/ ' /. F = /64. 94 - ll N SOL /D LID MAZZZP "l " EXISTING GROUND /80 LF -48-cm)- @ 0.5 % D O. ., S. ll 2 3EE Hb - B l r PEOF/LE, ABOVE 180 PROP06ED DRIVEWAY GRADE7 EXISTING GROUND /00��-/2"Pvc e 4.99% /70 _• i /2,, 27LF- 52LF-12"PVC a \�'D PIPE. SEE DETAIL SHEET12"PVC Q � �d # C/ LC S. tt 7^-TYPE X /60 TYPE II C0�rl STRL(cTURF GRATE = �-0-0 r 7S-. 5/ /, E, = fi� 8'9- 172. 6/ IRATE=1'� /73.72 C'. B- # 2 = 94 "� j C.B. # I-A-ry?,"ZC 7 L�RATE= /7/ ii R//'1 T£=/7499 /.E. = /64.44-/2" `� /.E.=164,17 /.�=/67.SZ-/2"5 150 I. E. = 164.44 - 24" SOLID LID .....-- MARi5D"DRAIN" I C.B. 0/ TYPE .� APPROVED BY 66' ADJUST TO EX. GRADE SOLID LID MAtz4,5,P "y7IzA/N " CITY OF RENTOiV P L/C WORKS D/R, DA TE a_T%w7' ST f--A 1-7- ,4 SEEM NT� LOTS" /7, 9, ? � 7 8/ A vE s. ASEM. Zvi a S LITH KNOLL PAVING 8 STC?R1IU/ DRAINAGE PLAN St PROFILE