Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
D-282504
Lc) 0 0 0 C,A 00 F4 iv) ul) Lu Z Z Lu Lu p 2: Z LU UJ > > 0 < Z L,LJ Lu 8ri Lu < F- 7-) II — -- —P-- — — p w -_j N P LLJ _7 FOG LINE---�--- ABERDEEN AVE. ME C) IM CQ SBUILT ROAD CL STRiPE��� Li Lj ----T—, MH 0 a I FOG 11111 7 --------- --- -- ----------- --- ---- -------- LAJ LQ SIGN Lq * TBM "B" FND MON IN CASE WITH 3/8- BRASS PLUG 1532 ABERDEEN AVE NE F.F. = 315.95 1516 ABERDEEN AVE NE F.F. = 312.23 11,TRIE1 D" SIGN "STOP„ -p T P PPT -w 02 0 &Z + AltJ —4 (y) w LLI ----- - ---- ----- C12 EDGE ASPH, LJ 0 IMP SIGN C'w --- - SIGN AHEAD, MB i L I MB TOP- E- 3- CYCLONE FE Ica F71 I ; ;7 .2 1\ SIGN If "STOP" ID E- -0:3 a_ Go SIDE SEWER I ILI (TYPICAL) 1533 ABERDEEN AVE NE 1517 ABERDEEN AVE NE 1602 MONTEREY F.F. 309.50 F.F. 307.86 1701 ABERDEEN AVE NE 1617 ABERDEEN AVE NE COURT NE 1633 ABERDEEN AVE NE F.F. 301.62 F.F. 304.55 F 0, F.F. 300 2.56 6 30' F-7 z 0 V) (3 V) 01 - 08 16 57A. 22+40, 21' LT CR 3A STA 21+8J, 25' LT NEW 48- CB TYPE -l/ WITH NEW OB TYPE�-1 WITH VANED GRA 7F VANED GRATE Q RIA( = 306.2.* RIM = 307.2± IE 12" N = 299.00 IE 12" N = 302.2 IE 12" S = 299.00 25+00 24+00 23+00 22+00 21+00 ......... ......... ..... ... ..... X ......... ....... ........ .. .......... ...... ......... ....... .......... ......... SJE 0 ....... ................... ...... ................ ......... ........... �'o ...... ......... ......... ............ .......... ......... ......... ......... ............ z LAJ 0 cy) LLJ <1 Ex+ 16" D1 & Q-- o -T- NEW 16" WA 7ER MAIN LL I 47.4. ........ ....... .................. . 0 ........ .......... 0 ........... ..... ......... ......... ......... ...... ................. ......... ..... - ------- NEW 16" PM6 VAN- dzzm CPL 54 LF Or 12 • J60 L.F 12" CPEP 01-46 LIJ g )o PVC 'O 1.845s' 423 L. F. OF M .......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ...... ......... ......... w. C,4 + Qc H �*SLA,21+00; 3' idH' 10' L•T ZEW 48 M z _L4 At LJ+ 16, 0:z - NEW ST A. Ln 48 A R14 = 308.0± RIM = 304. 1-t- IE :6" S = 30OXO 4,E 8- N= 2,q4.99 ...... ......... ......... ................... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. .... 2-8.0 SCALE 0 Wvvp-2 7--s-s- Horiz. 1 20' z 5wo - , 7 - �p 9 c- var+ iw:= in, �iur 'I C/D 1632 ABERDEEN AVE NE F.F. = 301.21 1624 ABERDEEN 1624 AVE A NE E L EABERDEEN FF. 300.72 _F 72 1604 ABERDEEN AVE NE F.F. RF 309,14 309.14 LONY FENCE T\ INC NO PAR,ING" Ln P TIL T — — — P T — p ---- ------ GATE P PPT V �/INV GROUND CONDUIT _ _ GATFj, BRICK wALL II — -- —P-- — — p w -_j N P LLJ _7 FOG LINE---�--- ABERDEEN AVE. ME C) IM CQ SBUILT ROAD CL STRiPE��� Li Lj ----T—, MH 0 a I FOG 11111 7 --------- --- -- ----------- --- ---- -------- LAJ LQ SIGN Lq * TBM "B" FND MON IN CASE WITH 3/8- BRASS PLUG 1532 ABERDEEN AVE NE F.F. = 315.95 1516 ABERDEEN AVE NE F.F. = 312.23 11,TRIE1 D" SIGN "STOP„ -p T P PPT -w 02 0 &Z + AltJ —4 (y) w LLI ----- - ---- ----- C12 EDGE ASPH, LJ 0 IMP SIGN C'w --- - SIGN AHEAD, MB i L I MB TOP- E- 3- CYCLONE FE Ica F71 I ; ;7 .2 1\ SIGN If "STOP" ID E- -0:3 a_ Go SIDE SEWER I ILI (TYPICAL) 1533 ABERDEEN AVE NE 1517 ABERDEEN AVE NE 1602 MONTEREY F.F. 309.50 F.F. 307.86 1701 ABERDEEN AVE NE 1617 ABERDEEN AVE NE COURT NE 1633 ABERDEEN AVE NE F.F. 301.62 F.F. 304.55 F 0, F.F. 300 2.56 6 30' F-7 z 0 V) (3 V) 01 - 08 16 57A. 22+40, 21' LT CR 3A STA 21+8J, 25' LT NEW 48- CB TYPE -l/ WITH NEW OB TYPE�-1 WITH VANED GRA 7F VANED GRATE Q RIA( = 306.2.* RIM = 307.2± IE 12" N = 299.00 IE 12" N = 302.2 IE 12" S = 299.00 25+00 24+00 23+00 22+00 21+00 ......... ......... ..... ... ..... X ......... ....... ........ .. .......... ...... ......... ....... .......... ......... SJE 0 ....... ................... ...... ................ ......... ........... �'o ...... ......... ......... ............ .......... ......... ......... ......... ............ z LAJ 0 cy) LLJ <1 Ex+ 16" D1 & Q-- o -T- NEW 16" WA 7ER MAIN LL I 47.4. ........ ....... .................. . 0 ........ .......... 0 ........... ..... ......... ......... ......... ...... ................. ......... ..... - ------- NEW 16" PM6 VAN- dzzm CPL 54 LF Or 12 • J60 L.F 12" CPEP 01-46 LIJ g )o PVC 'O 1.845s' 423 L. F. OF M .......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ...... ......... ......... w. C,4 + Qc H �*SLA,21+00; 3' idH' 10' L•T ZEW 48 M z _L4 At LJ+ 16, 0:z - NEW ST A. Ln 48 A R14 = 308.0± RIM = 304. 1-t- IE :6" S = 30OXO 4,E 8- N= 2,q4.99 ...... ......... ......... ................... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. .... 2-8.0 SCALE 0 Wvvp-2 7--s-s- Horiz. 1 20' z 5wo - , 7 - �p 9 c- var+ iw:= in, �iur 'I C/D