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HomeMy WebLinkAboutzS-2825SetU ✓ p N N N O �N W g a N LU LU V) g Z x LL! LL, LLI a Q � � C LU LU Z CO <� Ind a 0 s Op � 7 w-a a c .7 m m C �E c C a U N � Q 4 Ax �rl� I I�yIJ Q W Q 0 m m Z O U) WWp -r7- 2F25- °z - 5- "p —a7 — ?6ZT 1 BLKUt:EN AVENUE UTILITY IMPROVEMENTIZ H- L AVE NE CAMAS A NE BLAINE AVE NE N SCALE 1`--200' y I l l l i l l i Z 4 N MAE Aff NE vJ rI L 'I -I z See Section 1-08.5 of the Special Provisions for Construction Sequencing 7/3/ TEWATER UTILITY DATE A%.)6w/ 4h4�tjj'z lull 1116 L j WATER UTILITY DATE NE LINCOLN A VE NE �T 5- ?8250/ .,_..u, RECOMMENDED FOR APPROVAL • SURFAC ATER U77LlTY 7 /3 ^a.S EOF WAS S� ' DATE P 2 O,c G /STEP ONAL ENG MA! TtNANCE SERVI DIRECTOR DATE EXPIRES —Zj — OL ,� :< EWA I Ear .: EASE Im, . , �I [� �� � ���� [��� �;��I EID! Ij 5 a1 1! I IQM�� z See Section 1-08.5 of the Special Provisions for Construction Sequencing 7/3/ TEWATER UTILITY DATE A%.)6w/ 4h4�tjj'z lull 1116 L j WATER UTILITY DATE NE LINCOLN A VE NE �T 5- ?8250/ .,_..u, RECOMMENDED FOR APPROVAL H�$h SURFAC ATER U77LlTY 7 /3 ^a.S EOF WAS S� ' DATE P 2 O,c G /STEP ONAL ENG MA! TtNANCE SERVI DIRECTOR DATE EXPIRES —Zj — OL R140w L�L 1��6'9 -:R 1�'7�7 C) CD 00 n u l) Lu Ln Uj LU Z LU Lu > > 0 2 < (:e = 6 0 CL LLJ Lu Lu Lu Lf) LiJ 3: Lu D E- 71 Ql m 0 cn ------ ------ LQ 1316 ABERDEEN I 2108 NE 12TH ST L4 i AVE NE 1302 ABERDEEN AVE NE r1232 ABERDEEN AVE N E INSTILL ASPHALT BERM TO 7 F.F. = 296.413 1224 ABERDEEN AVE NE DIRECT DRAINAGE TO NEW CB -Lt5-­:= T­ LTG-p T T -A_ --------------------- �06 #JB T'\ 7' C8 W - -- SD - - -- D- - 12 B #JA a 2- k, �_ J7 -' - 1 1117 17AI11DIIII V, ", ] AVE NE F.F. = 296.96 JI F.F. = 29327 11 1 TBM -A" ND MON IN CASE /LEAD & TACK AIR CB ,42B," P_ I G p -T- UGP p T C> ---------- + E- --------- -7-7 ------ ---- --------------- CD T P C\2 02 S I N.E. ABERDEEh AVE C B f2A. __55 F71G =G 1 p__ - -- - - - -- ---------- C c 19 #2Af' ------------ - --------------- D- - -12- -1- =-1,- --SD-- _/7-�12 _SD -SD 71 200 MH j#lA SD. - -12" -SD- ---,J -------------- -------- -- --'�SIDE SEWER -- X_ (TYPICAL) S �Fl k 1209 ABERDEEN AVE NE F3 1309 A BERD EN AVE 233 ABERDEEN AVE NE VE N NE 1301 ABERDEEN A VE NE F.F. = 295-87 F.F. = 297.40 F.F. = 296.00 21.5 LF OF 12" CPEP @ 1.0% 2022 NE 12TH ST (BETWEEN CB #J AND CB #33) 0P_ 408 STA. 13 +24. 10.5' RT NEW 48" CB TYPE-11 W T-1 CB fJA STA. 1J+24, 26'LT -28 2. S02 VANED GRATE NEW 48" CB TYPE-1 WITH TH S, RIM = 294.1± VANED GRATE 94. = 1± !E 12" W = 286.28 Po M2" I" K- 2 = 200 CB #2 STA. 10+50, 15' LT I 282 3) REMOVE EX CB 1E 4" SW = 291.99 (RECONNECT YARD DRAIN) BETWEEN C8 #2 AND CB #2A NEW 48- CB TYPE-11 WITH SOLID ROUND LOCKING LID 7 LF OF 12" CPEP 0 1.07. RIM = 288.4± (BETWEEN CB #J AND CB AJA) 44 LF OF 12" CPEP ®1.0% R STA. 1J+24, 15' LT CB jf2A STA. 10+50 22' LT 1E 12" N = 281.03 ��3_ 1E 12" S = 281.OJ BETWEEN CB #2 AND CB #28 NEW 48" CS TYPE-9 WITH NEW C& TYPE-1 WITH SOLID ROUND LOCKING LID VANED GRATE 1E 12" E = 281.OJ 0 CB STA. 10+41, 23' RT RIM = 294.5± RIM = 2882-1- IE 12" W = 284.16 CB fl STA. 9+83.07, 25.17' LT REMOVE EX. C& NEW 48" CB TYPE -II WITH < 1E 12" N = 28J. 7J IE 12' E 284-20 VANED GRATE /REMOVE EXIS77NG CB AND REPLACE IE 12" S = 28J. 73 WITH NEW 48" CB TYPE-11 WTH RIM = 2876± 1E 12" E = 286.06 SOLID ROUND LOCKING LID R, i 9 g 1E 12" W = 281.47 1E 12" W = 290.OJ RIM = 283.86 PLUG ABANDON 13+00 12+00 11+00 10+00 1E 12" N = 280. 10 1 4+00 12- S = 280.20 ................... ........... . ..... ......... ......... ......... ......... .............. .. .. ...... ........ ....... .............. ......... WITH CONCRETE CF J,P�_ ......... C3 NEW 4 SOLID RIM = 1E 12 1E 12 JE 12 N VB E A I W NE 2B 48 RIM 2 1E 1 14 . ........ . .............. . ....... ............ ...... ......... ..... ............ ...... .......... ......... ............ ................... ........ ..... .. .... ..... . ....... ......... ... ..... ......... ...... .......... ........ ......... ... o o -I co 7- 0 .0 'o ....... ......... ............. .... LLI -- - - ABANDON - --------- - - ....... ................. - ..... .... F ABANDON EX-! A 2".1-ONC STORM cz tv) 290 L. F: OF 11 CPEP ®:1.0% Z= zz zz Z."r 7� 77 zz LLJ L 270 L.F. :OF 12" CPEP @ 1.OZ 7.-Z.-Z e4 �Z'z 71-W t ...... .................... ................................... .... ..... ....... ......... ...... ......... ......... '6J:LF.' OF* 12' rPEP 0 az 421-39 L.F. OF a- Cgoo PVC @ 7OZ PLUG ABANDON STORY 0 -------- Q (I�- ..._ - _ - - - PIPE ENDS 'WITH CONCRETE Ld MH j�l STA. 14+20, 10' T ......... ......... .... .......... NEW* 48"Mhf ...... ... ... ......... ......... ......... ......... ....... . ......... . ......... + ........ ......... ......... RIM = 295.5--L- L wi is , 'v 1E 8- S 281.50 :1E 8" N = 281.60 'Z 2.6.0....... .... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ............ 23169 SCALE "S/ONAL ON w vvp - -17 -282:1- �oriz. 1" = '20' "'S/ONAL Vert. 1" = 10' WWI* MH ITA y4 l i I I j 26 0 ......... ........ ......... ......... ......... ......... ...... IE. e -N .274.35 ................... ......... ......... ......... Ln O 0 C,o L__j n Lu 1500 ABERDEEN AVE NF F.F. = 311.23 I 1400 ABERDEEN AVE NE GARAGE < Z Z: Z 1508 ABERDEEN AVE NE Lu Lu Q NO 7E.- TF#S LOT IS TO HA VE 1324ABERDEEN AVE NE Z) 2: F.F. M 3 SiDE SEWERS 309 m < CY-1 LU (5 > t7, uj SIDE SEWER F.F. 295.50 TO > 0 (TYPICAL) INSTALL ASPHALT BERM DIRECT DRAINAGE TO NEW CB < �i I I U) / i Lu NO 7HIS LOT IS TO HAVE LLI 9 REMOVE EX. CB 2 SIDE SEWERS L F�- _Ee Li uj A Av C Lu T p T T C', T -T- T-, T T T C8 u =r= P =-Lj ---- - ----- 4 ----- ----------------- cD C> --------- - ---- cD F_ Li In - ---------- Lo -- ---------------- ------------ - Ld LAJ C12 o Z) LLi ABERDEEN AVE. .E. - --- --- W f5( MH #2qw C8 if LAJ Lli 0 _0 CH ff -- - --------- \4 -- -D L 17 " I - n% ­� a_ CB_�'14 SD- -1 21- -SD- - - _12- 0 Eli 4" SD--- -I T, -sa- - " ' �rj, �_ . .......... INSTALL ASPHA'L T BERMS TO DIRECT DRAINAGE TO NEW CBS m ol z z z > > < < c moo z m m ao < < 15101 ABERDEEN AVE NE o F.F. 307.77 > 1417 ABERDEEN AVE NE < z F.F. 30029 w 1425 ABERDEEN AVE NE < 1409 ABERDEEN AVE NE 1333 ABERDEEN DEEN AVE NE r140lAEIE:= ERDEEN AVE NE AVE NE F.F. 29&87 r25 ABERDEEN 25 ABERDEEN AVE NE AVE NE 2. F-F 299-42 99_5 F.F. 2 5 299.55 F_ 021 F.F. 299.02 CB f4A STA. 16+18, 25' LT NEW CB TYPE-1 WFT.H 6 L.F. OF 12" CPEP @ 1. 07. VANED GRATE BETWEEN CB 114 & CB #4A 0 Ln CB J�5A STA 19+24 23' LT -J' ff CB TYPE-1 WITH /T RIM = 29Z I-& CB f4 STA. 16+18, 15' LT 1E 12- W 29J-10 NEW 48" CB TYPE-11 WITH 1E 6' NW 29J.6.5 (RECONNECT YARD DRAIN) SOLID ROUND LOCKING LID Ln < _ VANED GRA 7E RIM - J05.6± 5 L.F. CB #5B STA. 19+24, 12' RT 1E 12 301.6 BETWEEN NEW 48" CB TYPE-11 WITH VANED GRATE OF 12" CPEP @ 1.0% CB #5 & CB 5A C8 jf4B STA. 16+39, 11' RT NEW 48- CB TYPE-11 WF77-1 VANED GRATE RIM = 29Z4± RIM = 29Z 1± )E 12" 5 = 286.6J 1E 12" N = 286.6J 1E 12" NE 289.60 5482$03 o CB f5 STA. 19+24, 15' LT RIM = 306.07 " NEW 48" CB TYPE-H WITH 1E 12" SW 290.00 1E 12 W 29J. 04 E'OSTiN, CE, 1E 12 W = 298.2J SOLID ROUND LOCKING LID p I ',,I - 2, 9 C. 1 n < < RIM = 305.8± FT 23 L.F. OF 12" CPEP @ 1.0% 1E 12" S = 298.00 c BETWEEN CB #5 & CB 58 IE 12" E = 298.00 REMOVE EX. CB REMOVE EX CB .. 1E 12" W = 301.55 20+00 191-00 ............ ......... ......... ....... . ......... ......... ......... 18+00 ......... ......... ......... ......... ......... ......... ................... 17+00 ......... ......... ......... 16+00 ....... i ........ ......... ....... 15+00 ...... of Q_ Q4 PLUG ABANDON Lj < �TORM PIPE k-NDS (VIP-1 CONCRE.7-E ......... ....... .......... ......... .......................... .... ......... .......... ....... ....... ....... : ......... ........ ....... ......... ... ......... ......... E,, f, o :011, :LL.j . _o ... ... .......... ..... ................... . .... ......... ................ . . . ....... J02 L.F: OF .......... .... . ..... T, ....... ........ ....... ............ ............ LL, 12 76,-. 1111 TER AIA/A/ Li t- vG 2.949 0-o - - - - - - - --- - 0 ................... __ O� ABANDOAt.Fx. .12': J� .'.n ... 0 290 L. F: CPEP 0 Y Oy. Ln 18+ 10, 16' L T 40 L.F. OF 12 CPEP 1. 07. BETWEEN CB #4C& CB -#4B 28v. In 0 RIM 302.8± ......... ......... ......... ....... o L) 'S '29'1:50 ... ...... Oy IE 8" N 291.60 0; WAS&I 2 + Ww 27.0 . ........ ......... ......... ................... ......... ......... ......... ......... ......... ...... ......... ......... ......... ....... z _23169 Q- U �.3 SCALE G IS kv vvp ,7 - Z.S2r 20' O'i z S/ON L T �5 7 0� V�ertl�� LIO CD CD r7 �cN CIA C) ()Cl n LU Lr) LU z Lij 0 LU > > LLJ < Z LU LU LU cn LU E- 0- C 4D nw, cn co 61 < o I I � V, 160 1 R' TIP—, M W CB f6 STA. 22+40, 21' LT CB 96A STA, 21±.8.3. 25' LT NEW 48- CB TYPE-11 WITH NEW CB TYPE-1 WITH VANED GRATE VANED GRATE Rlk = 306.21 ,.2± RIM f 1E 12" N = 299.00 1E 12" N = 302.2 IE 12" S = 299.00 21+00 rw, Idlo S ?8 ?SU4 C0 --c'102 5) SCALE W vvp - 27.-292S' Horiz. 1":* = 20' 28.)r Vert. 1":= 10' X-4 twl m9 - .......... ......... ........ 25+00 ...... ...... 24+00 23+00 ...... 22t00. . . .,.. 21+00 ......... ......... a...... c� 0 Lo ......... ........ ....... LL .................. ...... ............. . ..... ............. 310. -91 4— LLI ................... ............ ......... cv) M LJ NEW 16' WA 7—r-R MAIN Lj ......... .......... ........... ........ )v ................ ...... ................ o EW-16"- AIU�_MA/A-- M ........ �5-,93 ......... ......... ......... OF 12' .......... L3j m La .0 77 - 360 L. F. OF 12' CPEP @ 1.'f67- 54 LF LJ 6 125' 423 L.F. OF C900 PVC 8 4 + 1. .......... ......... ...... ................... ... ......... ......... ....... �3- S A 21 +00, Ily -LT ......... ..... ......... w. MH f4 STA. 23 +16, 10' L-T NEW 48 mt Pc �2 RIO =S OB. O± NEW �48MH - IE:8" = J0O.DO RIM = 304.1 �i- Id' ................ .................................. ................... .............................................. fE 8- N= 2,94.99 ......... ................... ....................................... ......... ...... ....................... ... .... 2 SCALE W vvp - 27.-292S' Horiz. 1":* = 20' 28.)r Vert. 1":= 10' X-4 twl m9 - .......... ......... ........ i I !_I G I - CONTRACTOR TO CONNECT NEW SEWER lV r N I —� w L—� TO EJQSRNG SEWER MAIN FOR NEW SHORT PLAT. I V VE NE % i a I 1 °16 ABERDEEN THE SHORT PLAT CONTACTOR SHALL LOCATE Q Z I j-- HVE NE I 1808 ABERDEEN AVE NE 1732 ABERDEEN AVE NE THE DUS771VG SEWER MAIN FOR THE CITY'S CONTRACTOR. Q 1708 ABERDEEN AVE NE .524 ABERDEEN �.. -i �p f AVE NE - _, I! o F.F.= 302.37 I ! I (� � I F.F. = 303.64 it F F 29x.20 F.F. = 303.07 ^ lrJ m � !1J uJ 1a l Q Z l I I 1300 i 1 025 - I uj C8 18A Lu �� i... a i - P T— —P —T A P — P Tom- P'- - L� ` cn ' l z — - -- — W ° I - -- - - - W T — - ° - - - —�- i300 E. ABERDEEN AVE. A 1/E � a MH c MHP C12 _7 W Q / i / 1 3� a -_ _ ___ o CS - - - - -- - - - - -- � -� r 7 V rr j I � w a I a � i 1 1733 ABERDEEN AVE NE I I E c --Ell 1717 ABERDEEN AVE NE I I 1809 ABERDEEN AVE NE i 1801 ABERDEEN AVE NE F.F. = 301 -56 L 36.1 I F.F. = 301.62 j F.F. = 300.88 F.F. = 302.39 I 1709 ABERDEEN AVE NE I 1829 ABERDEEN E•VE NE I I ( F.F. = 300.90 4m I F.F. = 294.95 I I I { I .- 1 1831 ABERDEEN AVE NE Eg NOTE. smb282sys(0-2825*) SIDE SEWERS SHALL HAVE A MINIMUM oSLOPE OF 2% FfrOM THE SEWER MAIN _ o o TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUES SHALL BE 6 TO 8 n FEET DEEP AT i7-'E PROPERTY LINE. CB 7A STA. 26 +00 16' RT a 1 CB 8A STA, 29 +19 16' RT IiEW NEW CB TYPE -// WITH CB 7 STA. 26 +00 21' LT VANEDG RATEE -f1 IMTH CB #8 STA. 29+19, 21' LT VANED GR,A TE NEW 48" CB TYPE -11 WITH RIM = 301.2.1 ®� NEW 48" CB TYPE -11 WLTH RIM = : 99.0 VANED GRATE 1E 12" W = 294.5 VANED GRA � lE 12" W = 292.00 RIM = 301.2-+ ° RIM = 299.0± IE 18" N = 293.25 a II_ 1E 18" N = 291.35 34 LF OF 12" CPEP ® 1.0 % lE f2" S = 293.75 34 LF OF f2" CPEP ®1.0 o e �j W 1E 18" S = 291.35 BETWEEN CB #8 & CB #8A lE 12" E = 294.16 BETWEEI! CB #7 & CB #7A � e� W 1E 12" E = 291.66 31+00 30 +00 29 +00 28+00 27 +00 26 00 0 ......... .... .......... ......... ..... r o :... = .I..._. :... I — O�l U _ if O `I 300 300 . ...... .................... .. ..... > ; m NEW 16" WATER MAIN -- - -- J. -- :290 - - .. .... .....:......................: .... < : ............................... ... 31.5 L.F... OF.18 ". CPEP, ®• 0.60% ......: . W: 467 L.F. OF 18" CPEP ®2.03% ............... W: 1111! �N + ° : W: :280 ... ......... ...... ... ......... ......... . .. ... ....... .........:......... .I.MH 16.S-TA:•30+83, 10tLT ........ . . ................................................................................................ . 12R N z NEW 48" MH W: o a o RIM = 298.0± N a w IF 8" S = 285.77 MH 5 STA. 27 +43, f0' LT :270 lF 8" N = 285.67 :....... ..:.........:.........:........ t. :.........:.........:.........:.........:.........:.........:.... .....:.........:.........:..... ............:... NEW 48" MH :......... :......... :.........: ......... :......... :......... :......... :......... . n'g k lE1 8.' S GO287.7.1 : g w ti "OR lE 8" N= 28717 0 1 ti S ap WASyrti S 1E 8" E = TO BE DETERMINED IN THE FIELD a SCALE v c : (THIS• MA Y REQUIRE AN IN :260 {I -'I :.........:.........:....... ..:.........:.........:........ :.........:......DROP CONNEC770N FOR THIS WH).......:.........:.........:.........:.........:... ......:.........:.........:..... U O ..... O ¢ ...I I0�I�s..�i).. :.^.�i....... 231690 ...... ... ... 2 <¢Y y N O Z : 1) ! : � : : SF.GISNT 1 1 SIOV®rl. 1 - - r AEt -PES C G \� 4. : : � � ISI-12-- 7 EXPIRES _ - -- - RO�LL 1:6�,�g F R 1,871 , C L 00 n ul) uj Lo Lu uJ u.J 0 ED > rn > 0 � < Q� 2: CL Z Lu LLJ ae Lr) LLJ - - - - - - - - - - - - - - - - - - - - - - - - - - w --------------- - - - - - - - - - - -- - - 7a ---------------- r ---------- ----------------------- ------------ C.) ------ w IWH f7 ------------ E­ CB p 0 -- - - - - - -- - ------------- rte, 2 3 E 20109 ABERDEEN AVE D� : :�� Af 0"' VNE F)l F E �,,T TO 'F 2005 ABERDEEN AVE NE 1933 ABERDEEN 1927 ABERDEEN AVE NE F I 2030 NE 20TH ST AVE NE 1 1833 ABERDEE I lo F.F. 297.65 AVE E NE F_F. 294-96 1901 ABERDEEN AVE NE FF.F. 296.31 F.F. = 298.33 0 _4�_ 1 F!, L_ CR 19A STA. JJ+9a 16' RT NO7E.- 34 LF OF 12" CPEP @ 2. 0 X NEW CG T�PE­11 Kf TH SIDE SEWERS SHALL HAVE A MINIMUM 7- VANED GRATE TE SLOPE OF 27. FROM THE SEWER i FAIN BETWEEN CE? #9 & C6 #9A RIM = 29317 TO THE ADJACENT PROPERTY LINES. C8 #10 STA. 35+40, 9' LT IE 12' W = 286.00 SIDE SEWER STUBS SHALL BE 6 TO 8 FEET DEEP AT THE PROPERTY LINE. NEW 48 CB TYPE-11 WTH LJST;�,A_ 'S S I '� T 4 66. 9 1 MH #7 STA. 36+40, 20' LT SOLID ROUND LOCKING LID airs C9, RIM = 290. 0± NEW 48" MH I , F _84��4 I &STA JJ+9J 21' LT RIM = 287.7± 1E 18" N 281.13 IE S' E _34 -4 NEW STA. TYPE-11 WITH E 6' N -8,- IE 8" N = 27Z99 1E 18" S 281.13 - VANED GRATE IE 8" S = 284.30 RIM = 2929.E -14+00 1E 18- N = 281-86 33+00 32+00 36+00 35+00 1 1E 18" S = 281.86 .......... ........ . ......... ......... ...... ......... ............. E' =' 285.. 66 ........ ...... ....... < oC3 Lj < Q c. dF, :,Joo 300 ............. ............ ....................... ...... . ...... ........ ........... ........ . .......... ...... ......... ........... ...... ....... ......... ......... .......... y. Li -7, 290 w 290 ....... . ....... .............. . . . ............... NEW -16- WATER -MAIN ........ ......... ......... ......... ........ . ........... WA fa" CpEp 0 2.0-17. 467 1-F. OF I I I. E� 6" �,EIER • L r7 —,.' • Jj7,66 L.F. O� 8" C-900 P(IC 0.41% .280 280 ti ........... ..... . ..... ........ ..... w_... OE. za" cpEp. a5x. .............. ... ...... ......... ........ 164 'L'r 'OF fs"' CPEF: 0' 1- 1193v` Jl� cq > :270 . ........ ......... ........ .... 270 .... ......... ............. ...... .......... ......... ........ ......... ......... ......... ......... ......... ......... ......... o 11 oy - n WAS�y SCALE :260 26' 0 ......... ... ......... ......... ......... ......... ....... ......... ......... ................... ......... ......... ......... ......... ......... ......... ......... ......... ....................... :­ 23169,C H bri Z. I"': .... 202 ....... Gi T- 'TS10 AL Z7 - 29?-& Vert. 1 4 0 :s = 10 1S� -I818 8 151 (`jam u / N 0 N N C `oN W o ,C)o I (� I 2123 ABERDEEN PL NE - uj i _—] I /" 2117 ABERDEEN PL NE / I 2009 ABERDEEN PL NE j 25' 2 5' uj I I 2079 ABERDEEN -a ''�g LU O ® N Lu ® w z I � 1 I I 2208 ABERDEEN AVE NE X200 ABERDEEN AVE NE j I _/ / � - _. / I 2,11 ABERDEEN PL NE I a j - - -- NI II_ ICI LL] I II°°I <I C6 I I ( // ix I =w I I- 41. uj� r i i F-- L, uj _ o ST z —i co P -- T— it --P� -s- _- —T— i -;a SD '�12 -- -- SD - - - -- - n-- �'J- L- -F Q F I E - �_� - - .— - ..Pa,rr -- l ... .- - ` _ 12 SD - - - -- - _- . -, � UGP SD - - SD- 12 " - =- -72.. SI " -- - -- - - -- `- �--- --- -- -- I- --- -- --� -- _________ - --"l j - ...- _ - - - - _ 7_77-3 1 - -- - - -- - _:._ - - -__ - - _ . - ` y - .. - - - - - �- UGP UGP - LLi W -- — "-_ I I I ABERDEEN AVE. AI E. �,t o0 0o W W aSD ° iW� W `- ------------------------ -78 SD _ -_- 18.,E I , S - —— ,81 - �•d' c'� - - �._ _ .. r..c_- F+ M z� - -------- - -- _ 0 2" X11 t G � i /[�. _ 1 c r. G , 2-- !- L _.......... , - _ _ - CB lA 1--4 / -- SOP TE - Aft All, j j a L P u s M E 7a. 7 ' -P _I, .0 1 175 7 RJ .�F, I s SIDE SEi4Ft� e cB (—I PICAL) _ � � - \d � f o 0 2213 ABERDEEN AVE NE �--- I I 2201 ABERDEEN AVE NE I' RIM •_ -46 j 1�` CPP OUT TO N_ 1i7 -53, o _ I �I I 2127 ABERDEEN AVE NE j 2123 ABERDEEN AVE NE w O o iBM "D" / � ' I ` I MON IN CASE w /2" BRASS I DISK w /PUNCH MARK j 2025 ABERDEEN AVE NE i 2119 ABERDEEN AVE NE i 2101 ABERDEEN AVE NE j ' I I RELOCATE EXISTING 12" CPEP BETWEEN EXISTING ' I CB'S TO ALLOW CONNECTION OF NEW 18" CPEP 51482$07 if O •t *T?s'� Q w o �a �a8 aLL EN:15TING CB TYPE II STA 40 +40.12, 8.9 LT RIM = 281.90 �E 18" N = z7s.�2 NOTE 12" E = 2/6.19' SIDE SEWERS SHALL HAVE A MINIMUM L =2" 9'v' = 275.9 SLOPE OF 2Z FROM 7HE SEWER MAIN lE 18" S = 275.72 TO THE ADJACENT PROPERTY LINES lE 12" SW = 277.86 SIDE SEWER STUBS SHALL BE 6 TO 8 CB 11A STA. 37 +08 18' LT 15 LF OF 12" CPEP ® 5.0% NEW CB T1PE -1 WITH BETWEEN CB #11 & CB #11A VANED GRATE RIM = 287.2± /E 12" E = 282.21 o S Itr1 E f�_ I +4 .42, 1 T.O - MH .8 STA. 41 +40, 20' LT r' R FEET DEEP AT THE PROPERTY LINE. E�ISTIN( CB STA 40 +23_e�, ��.51 LT CB #11 STA. 37 +08, 9' LT NEW 48 CB TYPE WITH NEW 48" MH L 12 w /s,oi RIM sz4s SOLID ROUND LOCKING LID W g z o i o U = RIM = 287.7± E ,_ _ - '2.41 iE I2 NE _ ^77.90 RIM = 290.0± W w IE 8" N = 267.28 lE 18" N = 279.33 = ti o 0 4 /E 8" S = 267.38 42 +00 41 +00 40 +00 39 +00 38 +00 IE 18" S = 279.33 E 2" 37 +00 I 1 W= 281.46Ly a ............ ........................ ..... .. .......... ..............................- . ........... ............................... .... .... t W• QQ _ t (/� ° :290 .... ..... ±— 1_l. ................. a,e : ...................... : - .................... .. ... ......... VI.. C�L _° �i _ ...... ....... �°..' ..................... - ° J r .... ... ... .. .. .. _ ........ ............ .......... _ ...................... - J? - 290: ..t c'y .. ....................... �� '..dam , -- u • x�. - Q, � - T . • 280 {�% W. i c "_ ............. oil ....... ui �, a, . � ............ .�- .? . .�.:...... - _-- : - � —,- � . : _ ........ ...- -- .......................... W 16. WATER MAIN - - . — -- . - -- . - - - - -- - -- -0 - -- —_ . — -- — - -- 28 1 1.....��.I...- _ - -_ - -- - - -- - -- REL•OCA7E EXIS77NG 12" CPEP SE N EXISTING 328 L.F. 270 • ___ - - - - ___ �� - -• - - Lx. 1� - cPEP CB TO ALLOW :CONNEC770N;OF NEW 18": .CPEP - • 270 z o - - ..:- _ .::................... - - : .:........ .:.........:................... ... TORr. _. ................... OF 8 PJ/C. `496 L:F. C900• ®.2.:14Y .......................................................................................... .•............................. 7 Ld :260 : ................................................................................................ ............................... : .................................................... : 260: ............................... SCALE ti H ORS ,�CJPICOF WASH6I, c :250 ti L :... ....................... ..... ))...... > ......... .............................................. ............................... ............................................................... 1 3 1769 �G\��Q ............................... .... .... ff Vert. 1: = 10 NAL SS�O EXPIRES J o t _ , 1,69 F�R 1�81 ^Lo ° � V N � N W oCLO cam! I :C L n �i 4Z ®e ® F_ t7 Z L.0 W o cp�lL Z 63e 06 r z z Lu g r� W LU W Ln M L Z a s ®® o U Er- W � J : 1 m 7C � c y�y 0 =I�z gp z. _ go Ti= ' I i I I ' 2332 ABERDEEN AVE NE ' I 0% I I i TBM "E" __ I / FIND D MON . CASE v, /i° BR r ASS _ r•: -_ - f�. Wn,� %`., DISK w /PUNCH MARK \•` I co }�' Q .j N W J T- -1P- �T712A p `-- IT �R -T -P -rT -1 L- P- I I\ `- - -- ---- UGP UGP - - -- -- AAH _ _ _- ir � --- --- - N ----_ - -24 - - -. D - - - � _� D 24 "- -�- o - - S ----- O _ I /�� -- S ro - - - - - -- -- - - -r- 2" G + 1 G El i z n - - -- { - 2.. G CB 2 Fl- h ABERDEEN AVE. N.E. 1 4: - �'.d.-- - -SID -- - --24' - -- -SID - -� - -24 -•`Hd.--- -SID -- -- - - - - - - SD - - - - -t8=- -�z - o MH 1O v - -- f SD- -- - - -SD- SD - - -- -SD� --- - -SD -- _. f � r EE - - I I N E - 'I LLJ TJ - o - = FFTl,1 VV - vas \ F F \, OV G �I IN ._)M Ii. F. ce #8-,,] _ = TO r, J :EN AVE NE I R - _ T�,� _H II-lEL _ _ i RIB. .54` V 1 �Eil ER ��� C y.JiVEL t -.5, N , PP IN FROM ., 269-E- I cap IN FF M II H9jao z ` _ SIDE SEWER I� I I 7s a I + cRR T 29 f (TYPICAL) - FG Ru E I I W to I Z F r 0 7 ' N of a Z N I `JUT _ 79 0' 1 2325 ABERDEEN AVE NE w J 5 ' S _ 'PP _L TIG �i s r.. m P 30 30� i�;` 1 - T = ; I _ cP ROl I �a Rp �- o b 5,09 I. 2309 ABERDEEN AVE NE - (,T T„ E 6s_,;T E pr -SD -- - -- _ Fl 11 4 _ -r r JT TC' CB #12 STA 47 +0 ?, 16' LT �,, �i:ul�._a a„ �- MH f,9 STA 47 +12.18 2.23' RT VANED GRATE RIM = 288. St W bi 2 v; W J W 0 E r \ r - ch r -a - -- 'SD - -- _SD - ti- D Ir ter_ REMOVE EX. CB FOR SANITARY SEWER INSTALLA77ON AND REPLACE AT THE SAME LOCATION AND ELEVATION 2217 ABERDEEN AVE NE REMOVE EX. CO. AND INSTALL lE 12" E = 285.80 A • ?�_ �, NEW 48" MH r E. RIM = 289.51 PI,� s« , V !E 8" S = 280.11 CB 12A STA 47 +02 20' RT F 1 r - y NEW CB TYPE -1 WITH C3 !E 8" N = 280.20 E 0 VANED GRATE lE 12" W =- 279.90 RIM = 288. St o lE 12" E = 285.50 �_1 = MH 10 STA 47 +20, 20' L T - - In a= # lE 12° W = 285.50 = I +;+ c _ F_r t ' .i - -- NEW 48" MH til r 1 w RIM = 290.01 % E c IE i _- !E 8" S = 28 °.59 47 00 E _ 46 +00 5 +00 E •� �� 44 +00 43 +00 IE 8" N = 280.69 , 6 `� - 6 15 .............................................................. ............................... .... I a � r FX. � MH STA 44+99 .64, ES 0 LT RIVI F: ��pi:{ 5-TA _ -- - I.,, i_T T PE II S A -1,7,' + +b4 '_:J3 LT w F a S '66 3t - - Q - -- ., ail IE R JJ• �6E,_�l : RIM e K :290 E L . ` E „ 290 _ 9 3 - w.16.. -r -. E b STA s +oro?�I; ii_LT E -. IygTEh,.M... :. U... ........................ _ .............. ..... IE 8 S 6589 . ..'•• _ �" - u _ ... .. ...... ................ . } A /�V _ t T M- •2a, -a• �� E ,�:. �,,��� m _ - - - ` E W '69 8c - _ - -- _ —_ _ - - •, .�__ - IE 12":1 - say _ 1 - � . , �I' F � R �� 4 , sa. � 1r W 58 I � � � . ,a, 4 � �_ r ' -- �� - _ - Y _ - j AIM t W � o ' I E I1" c 280 _ _ _ : . - L.F. OF 8 X900 P il- J I� �'-� o F u _c = 2.80 .....�..0:4. q .... i. II.... .QJ - .............. _.................. .... b P. ).................... 11 li k ;,......................... (f)....... iII� 1 1E i !III l - __ - -- -_ s a s a v - o i.� .�� j Ld 21 1 270 19.Si L.F. OF. 8" C900 PVC ®2.09... III : �� - _ - T -- :........ .............................o. :. ...,... .. ............................... .. -- - • EX '.11�A 4- +�5. ✓h 1725 LT ......... - .�.._._ ' .. ....................... .................. ..- _ _. .. - _ ........ 0 _ I' I N Aar �.... . - - - z III ... 0 . . r �- ---- _ -__ r = 1� , TER MAIN F w = ry nr E � -- ��` -.� -'- -_ T�rzU _ � ` .F T .- - -- 'R�� �Ll �� uFE'P � N I I -,9_ot EX. a' PT stwEr -- t . W 16 ".wA _ - - - w I_tl - - -: -- - - : - - - -- -- - ,- -- - - - - -- :- - - - -- -- - . - - - -. - - - -- - -- _ - ,T.;Rr <f - - 278 L.F. OF 8" C90,0 PVC ® O.$9' 260 ;:4 + - -- - - - -- : -------- - - - - -- -- - -. - - - - - -- - - ; F i; . L '! {rte ............... ............ . - ........ ....... ........................ .. :......... :.......r,•,24;pVi- .:TERM........ ............................:..... .... :.......................... .................... :... ..... ........:...................... .. 2:6 0 -61 34 �5�ti N�a RcMCibc En. CB FOR 34 L.F. OF 12" CPEP ® 0.889 ,E _ 4° E -_ '161 34 y SAN.TARY SEWER•INSTALLATIO 250 : ; BETWEEN CB #12 AND #12A _ _ E>� STA 43 +63.0,14,0 _T AND:REPLACE AT THE SAME ............. p1ti1 ; 269.30 LOCATION AND ELEVA77ON L•JO » , 59 L. F. OF: 12" CPEP ®: 9.499 9FOSr�oa�`� _6 o h n rnJ r Wwp - 2,7 -1$aS HOflZ. 1 �� BETWEEN CB #12A AND EXISTING CB FSSioNa�G� E .I F65, r,F IE 'I 9 v J- v/a- 2j -z� >s Vert. 1° =:10„ : : I EXPIRES %7 -� Lo 0 CD 0 00 W j C) CSI z calE Lu LLJ UJ Z) z z Z uJ 0 Lu > tn- > 0 2 C6 CL uj Lu r- (API < F-: 2732 ABERDEEN AVE NE L21108 NE 27TTH JST 2101 NE 27TH ST 2712 ABERDEEN AVE NE SS--1 rf--24" o 7 uGp T — — P — — T P T p UGP ------- UGP - - - - - --------------- - -- - ------ ----------------------- ---- rk F- Ld Ld X: 0 LJ LLJ W V-- -1, AB DEEN AVEL N. E. -2 L mH r 5- SS oa -+7 Irl SS M t 0 E; o III i G -2" G 2" -------- 2- 15T- - c 0- TBM "G" 77 280— END MON IN CASE w /3" BRASS DISK X" -4 TBM "F" END MON IN CASE ./3" BRASS DISK r it W/"X" &'N c _TFEE7 ;D' -OA SIGN 7 Nc p-'pl0!-,- 5m,262S 30' 3o' 2025 NE 27TH ST 2725 ABERDEEN AVE NE 2717 ABERDEEN AVE NE 2625 ABERDEEN AVE NE V 2617 ABERDEEN AVE NE To F �.g o MH 41 15 STA 54+57.05, 1.02' LT REMOVE EX. CLEAN OUT AND INSTALL NEW 48"UH '6 LT RIM = 278.4-E IE 8" N = 273.9± IE 8" S = 274. 00 0 �QM� IJA 56+71 4CI LT ,4 '9 FX, CB TYPE 11 STA 464 PT < 1� 8 r < F �q E /TM - 3C�l 65 IE 17" E = x.40 I '-T' it "92 OC E F 98�07 _,-,Q f,_ !E I - N - 7 L -gS,87 57+00 56+00 55+00 IL 54+00 ..... ......... < Lu 0 0,: 300 .................... ................... ......... .... ................. ......... ......... ......... ........ ....... ......... ......... ......... ........ ........... L w 290 290 E� ....... 1. .................... ......... ......... ....... ........ . uJ .......... . ....... .......... ..... ..... .... ... L ................... ......... ............................. ................... ...... I:v ev 280 280 ......... ......... ......... ......... ...... ......... ......... z 0 E w x� S, PVC 0. 0.819 15G L.F. OF 8' !7 00 270 P, SEWER .... 2.70: ................... ......... . ................. ............... ......... ......... ......... ......... ........ 110, WAS 260 260 ................... ........ .... ......... ......... ......... ......... ......... . ........ ....... SCALE 169 Horiz*; 1" 20': S NAL vv" Vert. ' 1" "' 10 -121812151 T EXPIRES PS-7A-M I is F: Ln o 0 N Cc N) W V I` N ^^I a_ T �- .r O N ,4 to u� uI Z_ J Q CL Q ob O C� � o o: �Z ® 0 U a r W d C �E m^ c C 0, 4 ? om Q 4 W J 0 a � aI = = v o' a. m a a 0 m m Z 0 PAY LiMi T TRENCH BACKFiLL 6' -0" FOR 8 " -6" SEWER AND 12 " -18" STORM PIPES CINI. -I C DIDC TOE-Nir'iJ 1' -0" 1 6" SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL ir1ATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 8" SEWER PIPE AND 18" AND 12" STORM PIPES PIPE ZONE MATERIAL- PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNCATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 8 " -6" C900 PVC SEWER AND 18 " -12" CPEP STORM PIPES TYPICAL TRENCH BEDDING AND BACKFILL o WwP- 2% -281S_ z 12" TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH PATCH PAYMENT TRENCH WIDTH PER APPROPRIATE DETAIL PLUS 2' -0" 6' -0" SIDE SEWERS ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL N TS SA.WCU I FINAL JOINT TYP_ EACH SIDE '- EXIST. ASPH. CONC. PAVEMENT, TYP. 6" CL 'B' ASPHALT CONCRETE PATCH 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING /BACKFILL DETAIL) NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCIIT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. OLL 169 F�R lii87 CONSTRUCTION NOTES 1. CENTERLINE STATIONING IS BASED ON EXISTING CITY MONUMENTS LOCATED ON ABERDEEN AVE. NE. AT THE INTERSECTIONS OF N. 12TH ST., N. 16TH ST., N. 20TH ST., N. 21ST ST_, N. 24TH ST. AND N. 27TH ST. 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET) CITY BENCH MARK # 250. ELEV. = 307.11 FEET (93.606 METERS) TOP OF 1/4" BRASS PLUG SET IN CONCRETE M (-'NUMENT 4' EAST OF CENTERLINE INTERSECTION OF ABERDEEN AVE NE AND NE 16TH ST. CITY BENCH MARK # 71: ELEV. = 284.63 FEET (86.756 METERS) TOP OF ROUND MONUMENT IN MONUMENT CASE 4' EAST OF AS -BUILT INTERSECTION OF ABERDEEN AVE NE AND NE 12TH ST. 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 4. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 6. ALL MANHOLES AND TYPE -2 CATCH BASINS SHALL HAVE LOCKING LIDS. 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS_ 8. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 9. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. (IN ACCORDANCE WITH STANDARD PLAN #F006, DRAWING #FR01N). 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD PLAN # F008, DRAWING # FR05 AND STANDARD PLAN # F001 "CEMENT CONCRETE CURB AND GUTTER." 12. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN # F007, DRAWLING # FR02. 13. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 14. SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINE. SIDE SEWERS SHALL BE 6' -8' DEEP AT THE PROPERTY LINE. 11 OR WASh�tiG�fQ h &,23169,,D �Q Ci /STEP4' ?� S�IONAI ECG EXPIRES -7, H r 0 It c r `� LQ �V E I i LO N § N 1 Q N N 00 N W I U � h N '� 3 W � ce W W 3 Z Uj � W > > 0 z Qa � z � w� � O � oC w � z Z Q Ce ED Z .-; CL a� ZN o C) 0 3 ZU Icy � C .0 m C �I �C v a t Q 0 o N w I ry � i� r W a 0 m Z O z dr Li F I I AVENUE I i - 1 1 .. [il I- lift t 1 . NSW SEWER MAINS /NEW STORM MAINS / AC WATER REPLACEMENT SCALE: 1" 2001 J See Section 1 -08.5 of the Special Provisions for Construction Sequencing WASTEWATER unuTr I I I I I 14 I I WA 7ER unuTr ROLL 19 ►�' DA TE DA TE RECOMMENDED FOR APPROVAL SURFACE WATER UTILITY DA TE MAINTENANCE SERVICES DIRECTOR DA TE A S— BUIL T AS CONS TRUCTED INFORMATION FRONDED fFBRUARY. 2003 BY P£NHALLf60rV ASSOGATES CONSUL TING ENGINEERS` INC. 8 0 S -28 ac+�o ant t s �.r • 0 '� r W a 0 m Z O z dr Li F I I AVENUE I i - 1 1 .. [il I- lift t 1 . NSW SEWER MAINS /NEW STORM MAINS / AC WATER REPLACEMENT SCALE: 1" 2001 J See Section 1 -08.5 of the Special Provisions for Construction Sequencing WASTEWATER unuTr I I I I I 14 I I WA 7ER unuTr ROLL 19 ►�' DA TE DA TE RECOMMENDED FOR APPROVAL SURFACE WATER UTILITY DA TE MAINTENANCE SERVICES DIRECTOR DA TE A S— BUIL T AS CONS TRUCTED INFORMATION FRONDED fFBRUARY. 2003 BY P£NHALLf60rV ASSOGATES CONSUL TING ENGINEERS` INC. 8 0 S -28 ac+�o ant t s �.r • ti f� 'J m I a i U-) $ T- N N N o 00 W N N z CL N r 3 W � N Z Z W W Z W � 0 r�ut asce. z cid w� �W � ce uj W J m � � Q s a , o z O V) lb XI ICI g 41 141 �i t 0 A - w evi 19-19 0 0 W W W� W. y- CB 136 STA. ' 0 NEW 48" CB TYPE-ft W TH VANED GRA TF RIM = #- AM!i4 IE 12" w = iM*. iW 2M 4 REMOME EX. CB EXISTING CB STA 13 +42.62. 24.03 LT RIM = 294.77 It ?r CB ALA STA. tV**# 26' LT NEW 48' CB TYPE-/ WnY VANED GRA TE RIM = 090. F4 2ft 74 IE 12" E = 099.00 29a 00 1E 4" SW = 4 (RECONNECT YARD DRAIN) 2101 7 LF OF 12' CPEP 04-.0*- " -2.0Z 4 LF OF 12 CPEP O 4.- Off-BETWEEN CS 12 AND CB ,f'2A 10+51 CB 12 STA, • &P5g; 15' L T NEW 48w TYPE -H WI7H SOLID ROUND LOCKING LID Q II oill z � X I I I ' I , f TEIM "A" ND MM IN CASE /LEAD & TA K cc►.• . r-7nc 7 8" .PIPE IN FROM N. ., 8" PIPE OUT TO 5, CENTER OF CHANNEL 274 25 P-.-.-- T W - EDGE ASPH_ RIM 12" CONC IN FROM N 12" CONC OUT TO S. co -asar) IE, 12 N = 290.43 = RIM f @&.4 i m 7.�' E 12" S = 290-38 CB 3 STA. 1 1 L (BETWEEN CB , 3 AND C8 ,/r3A) 2A STA. 10 +50 22' L T lE 12' N = •�9 �Z 10 - LF OF' 12" CPEP O 4.4W wwr IE 8" NE = 289.90 NEW 48 C8 TYPE -N W1 TH NEW CB TYPE-1 W TH BETWEEN CB 12 AND CB f29 IE 4" W = 291.99 SOLID ROUND LOCKING UD VANED GRA 7E IE 12" E _ f0t.03 2fil„90 � 2B STA. 10+41 23' RT REMO ME EX. CB RWI . P#444- 2M 17 RIM : � 2W64 IE 12' w = 'Pi+:46- M. 90 - TA. 9+ . 07 5.17' T EXISTING CB STA 13 +79.13 14.64 RT E 2 "f". F6 MO IE 12 E - 4 -sue-' ' 00 NEW 48 CB TIRE 11 WT V REAIOME EXISTING C8 AND REPLACE RIM = 294.09 IE 12" S = f 2M 9 E 12' S = 281W VANED GRA X773 WIlH NEW 48" CB TYPE -// W/TH IF 8" SW = 290.64 IE 12' E _ 4W.� i 0 sQUD ROLAND LOCKING LAD IE 12" w = f 9�� ,�O /E 12" w = � X50 R& : 28.E � 14 +00 PLUG ABANDON 13 +00 12 +00 11 +00 10 +00 1E 12wN = M50 • $f ly P.II� �IyQ C 12 S = +, 8.40- 2=30 ..................... ....•. .•.•........................... .. ........ .............................................................•................................... ............................... ....... .. .. ..........•.................... .............. ............. W YN CONCRETE . ' . . . . . . . . . . . . . . . . . • � . . . . . . . . . . . . . . . • - ° . EXISTING C8 TYPE II STA 9 +83.07, 25.17 LI : .� a • • RIM= 283.86 .° O ° V o : o IE 12" N = 280 40 ° ° .0 o . . . IE 12" S = 2¢. 0.20 x . o 3 . . ....................... .. .:....... ....... .......... .... ... ......; ; . .... ... ........ ......... ...... x x x CL ° ° a (1) ° ° O c c c Q� x C'. 3.Q. . .... Q Q 0 0 Lk • • • • • • • • ,+ • • • • • . • • • , • 90 2 ....... 01 • • • x 1AJ p • x � oN ° . V o . ......• .........• . ........... .. ...... � voi Ex EOrvC STORM .... .....................4�.V.V.... . ;� �IJ LJ' - -'- --_'-- - ---- " --' -- - - --- NEW 16" p w :11�R �_ 12% -- _ -� - -, -_ -- - WATER MA {N : f L. F. OF 12 CPEP O ?°M . CON _ • C STORM . 270 L. f : OIF 12 _ . :2 8.Q....:...... .. ....:..... . • 4 - •••••••••••••0.0.0• • ••.•.•.•.•.•.•.•••••.•.•.•••••••• •••••••••••••••••.••••••••••••. •• • . ��......• ••••••••.••••••..•.••••28OU.... .f• 1? H . . 4 ?1.39 �. F• OF OR G'20�0 P 1 . � � *.,,� ��': � 1 :PLUG ABAI10pV STORM: . . . . . • ' PNPE EMDS :WTH COVCRlrTE . . . . . . • . . . . . . . - +� ,� . 1?' . E X 8" •PVC SE WiE j ' • wor 0'r %of -- -- - .... RW s . IE d' S = isF. j& jf.#q E 80 N m 40 ".06 A S�BUIL T . . . . . . . . . . . . RIM- 85.48 ' . . . . . . . . . . . . . . . . . . . . . . . . . 6. Q ....:.........:.........: .........:.........:.........:. AS• .CUM.V,SMVCT 'Q. �/!� W. 11 . ' P. • . X . E 8" - S = ,�,;�,,,"� ��a av nr�o HoEO fE�uAR zOr�.3........ .........:.........:.........:..... ....:.........:.........:...... �. �! � _ ...:.........:... ......:.........:.........:.... 26.G ... . . . . . . �� . . . . BY PEWALLEGON A A G�OrVSUL TING M Sr #I C . 9CIAU . i. . s ARE SHONN #v WIR AS,BUX T LOCA vows . li 1- 9* ?10 n I cr.,x r 0 y Vc.4 w FST-Elel2lq 1E ROLL 1 91.7 � 0 i I a 0 r Y 0 v M- IZ C m C Q a s a , o z O V) lb XI ICI g 41 141 �i t 0 A - w evi 19-19 0 0 W W W� W. y- CB 136 STA. ' 0 NEW 48" CB TYPE-ft W TH VANED GRA TF RIM = #- AM!i4 IE 12" w = iM*. iW 2M 4 REMOME EX. CB EXISTING CB STA 13 +42.62. 24.03 LT RIM = 294.77 It ?r CB ALA STA. tV**# 26' LT NEW 48' CB TYPE-/ WnY VANED GRA TE RIM = 090. F4 2ft 74 IE 12" E = 099.00 29a 00 1E 4" SW = 4 (RECONNECT YARD DRAIN) 2101 7 LF OF 12' CPEP 04-.0*- " -2.0Z 4 LF OF 12 CPEP O 4.- Off-BETWEEN CS 12 AND CB ,f'2A 10+51 CB 12 STA, • &P5g; 15' L T NEW 48w TYPE -H WI7H SOLID ROUND LOCKING LID Q II oill z � X I I I ' I , f TEIM "A" ND MM IN CASE /LEAD & TA K cc►.• . r-7nc 7 8" .PIPE IN FROM N. ., 8" PIPE OUT TO 5, CENTER OF CHANNEL 274 25 P-.-.-- T W - EDGE ASPH_ RIM 12" CONC IN FROM N 12" CONC OUT TO S. co -asar) IE, 12 N = 290.43 = RIM f @&.4 i m 7.�' E 12" S = 290-38 CB 3 STA. 1 1 L (BETWEEN CB , 3 AND C8 ,/r3A) 2A STA. 10 +50 22' L T lE 12' N = •�9 �Z 10 - LF OF' 12" CPEP O 4.4W wwr IE 8" NE = 289.90 NEW 48 C8 TYPE -N W1 TH NEW CB TYPE-1 W TH BETWEEN CB 12 AND CB f29 IE 4" W = 291.99 SOLID ROUND LOCKING UD VANED GRA 7E IE 12" E _ f0t.03 2fil„90 � 2B STA. 10+41 23' RT REMO ME EX. CB RWI . P#444- 2M 17 RIM : � 2W64 IE 12' w = 'Pi+:46- M. 90 - TA. 9+ . 07 5.17' T EXISTING CB STA 13 +79.13 14.64 RT E 2 "f". F6 MO IE 12 E - 4 -sue-' ' 00 NEW 48 CB TIRE 11 WT V REAIOME EXISTING C8 AND REPLACE RIM = 294.09 IE 12" S = f 2M 9 E 12' S = 281W VANED GRA X773 WIlH NEW 48" CB TYPE -// W/TH IF 8" SW = 290.64 IE 12' E _ 4W.� i 0 sQUD ROLAND LOCKING LAD IE 12" w = f 9�� ,�O /E 12" w = � X50 R& : 28.E � 14 +00 PLUG ABANDON 13 +00 12 +00 11 +00 10 +00 1E 12wN = M50 • $f ly P.II� �IyQ C 12 S = +, 8.40- 2=30 ..................... ....•. .•.•........................... .. ........ .............................................................•................................... ............................... ....... .. .. ..........•.................... .............. ............. W YN CONCRETE . ' . . . . . . . . . . . . . . . . . • � . . . . . . . . . . . . . . . • - ° . EXISTING C8 TYPE II STA 9 +83.07, 25.17 LI : .� a • • RIM= 283.86 .° O ° V o : o IE 12" N = 280 40 ° ° .0 o . . . IE 12" S = 2¢. 0.20 x . o 3 . . ....................... .. .:....... ....... .......... .... ... ......; ; . .... ... ........ ......... ...... x x x CL ° ° a (1) ° ° O c c c Q� x C'. 3.Q. . .... Q Q 0 0 Lk • • • • • • • • ,+ • • • • • . • • • , • 90 2 ....... 01 • • • x 1AJ p • x � oN ° . V o . ......• .........• . ........... .. ...... � voi Ex EOrvC STORM .... .....................4�.V.V.... . ;� �IJ LJ' - -'- --_'-- - ---- " --' -- - - --- NEW 16" p w :11�R �_ 12% -- _ -� - -, -_ -- - WATER MA {N : f L. F. OF 12 CPEP O ?°M . CON _ • C STORM . 270 L. f : OIF 12 _ . :2 8.Q....:...... .. ....:..... . • 4 - •••••••••••••0.0.0• • ••.•.•.•.•.•.•.•••••.•.•.•••••••• •••••••••••••••••.••••••••••••. •• • . ��......• ••••••••.••••••..•.••••28OU.... .f• 1? H . . 4 ?1.39 �. F• OF OR G'20�0 P 1 . � � *.,,� ��': � 1 :PLUG ABAI10pV STORM: . . . . . • ' PNPE EMDS :WTH COVCRlrTE . . . . . . • . . . . . . . - +� ,� . 1?' . E X 8" •PVC SE WiE j ' • wor 0'r %of -- -- - .... RW s . IE d' S = isF. j& jf.#q E 80 N m 40 ".06 A S�BUIL T . . . . . . . . . . . . RIM- 85.48 ' . . . . . . . . . . . . . . . . . . . . . . . . . 6. Q ....:.........:.........: .........:.........:.........:. AS• .CUM.V,SMVCT 'Q. �/!� W. 11 . ' P. • . X . E 8" - S = ,�,;�,,,"� ��a av nr�o HoEO fE�uAR zOr�.3........ .........:.........:.........:..... ....:.........:.........:...... �. �! � _ ...:.........:... ......:.........:.........:.... 26.G ... . . . . . . �� . . . . BY PEWALLEGON A A G�OrVSUL TING M Sr #I C . 9CIAU . i. . s ARE SHONN #v WIR AS,BUX T LOCA vows . li 1- 9* ?10 n I cr.,x r 0 y Vc.4 w FST-Elel2lq 1E ROLL 1 91.7 � 0 i I 0 t.1k h .p rl 9 S r r U-) § NM N w W N z CL h N 3 � W Z W Z W Q Z W W D aC w 00 Q N r, 0 I V'1 Z Z W W x: > t; 0 C% DC Z a °z N r—i W J a Lz. Z 00 z r!1 3 V) a 0 3 CL moo+ m' Of c 'c c 0 a a n al CTS C& It om. 4 W ti 8 ° §I ?D- N. Jor v o R i 1 W W y W W 20 +00 0 19+1 116 RT CB 158 STA. , NEW 48w CB TYPE —M WTH VANED GRA TE .RIM = :**ft 3M 40 1E 12 "W=;" .2 2 ON +3 L.F. OF 12" CPEP O 4-. QX- BETNEEN CB 15 & C8 56 19+19 CB L5A STA. 40+44, ; NEW CB TYPEE-1 WTH VANED GRA IF RIM = 355 &f JMB3 1E 12 "E =301.6 19+18 T Q8z 5 L. F. OF 12" CPEP O +6W BETWEN CB 15 & CB 5A Cp.'j rvc w I.v r rrc —r rn r" VANED GRA 7 RIM = -P9P. F:k - 2M Of IE 12" W = •R913 -i66- 2922 IE 6" NW = 293.5 (RECONNECT YARD DRAIN) 08 STA. 16+39,401 RT VANED GRA TE' RIM = �#z - 297.Jw C8 �5 STA. +9*i�4; 15' L T IE 12" SW = 290.00 NEW 48 CB TYPE—// WTH SOLID ROUND LOCKING LID RIM = 2±M.Itr- JMW EXISTING CB STA 16 +40.04, 20.38 RT IE 12" S = x,17.7 RIM ,.296.27 IE 8 SW = 294.89 lE 12" E _ IVO.- & 297.7 REMOVE EX. CB IE 12" W = X1:-,55• Jf•2 19 +00 18 +00 17 +00 -& L. F. OF 12" CPEP O 4-.66- BETWEN CB ,f4 & C19 14A CB 0 STA. 16+1$ , 15' L T NEW 48 CO TYPE -# WTH SOLID ROTUND LOCKING LID RIM - 297.28 qw 4?50 E c 0 IE 12 S = M&.6e3- 2MR 4 ./ IE 12" N = f@0 2,4 IE 12" NE _ M.60 M " lE 12" W = P". 04 291.9 EXISTING CB STA 16 +17.64, 25.37 LT RIM= 296.16 IE 12" S = 291.33 IE 6" NE = 291.46 IE 6" NW = 293.65 REMOVE EX. C8 16 +00 15 +00 ............. ............ �h............................• ...................................................................................................•..•...•... ........•...................... ......... ............................................ ............................... ........... ��'• �.. JIB o .L � . o PLUG ABANDON •� : x STORM PIPE ENDS J4) o 0. 0 Q . O . . . . . . . . . . . . . . •X . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . • . . , . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . go • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 - . . . . . . . . . . . • `i . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . I • 0 . . CL QL a 06 ° _ —. ar o o .oN o o EX . . . . . o . . x 3 • . o x v � • o STORM o . o o .. o o o ... . ...... :�3.0.0....:W . .. — o..:.... . - 0 a x ° . o. . X 3 . . o :° � �' � • J ��.........:.W ..0.0.. ... ..... < o *-�-o o' ". EPO Q Qb Qom• - - !VA EP L.F 'Ors a c�r+av pVl^ • - - H 9 'W jw : : �WOOD: • . . . . . • . . . - _---• T • � . � . . - . • • • . . . . • . . • . . . . . . • . . . . • . • . • • . • . . . . . . . w w • . • • • • . . . . . . . . . - . . . . . . • . . W T 9.0 ow w . . • • - j Z . � fit. f . " ' f• f� � � • op 3618 or d" COW PVC • 'AAA OF • ft . . . . L.F. . MHO? 18+ 10 L T 24 : 1OW . NEW 48r ANA 4P L.F. OF: 1 ?" CPEP � 4rW . . . . . . . . . . . . . . . . ' . . . . . BETNEEN CS t" & CS •� = ��- ��' to., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . . . • . . RAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • w . . w . . . . . . . . . . . . . . . . . . . . . . . . . lE d � � >P!�!� �.9 . . . . . . . . . . . . . . ' . . E 8" N jo. J"04 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . Sv— BUILT . . . . . . . . . . . . . . . . :2700.0—:0 . . . • . . . . • • . . . • . . . • • . . . • • . . . . • . . . . . . . . • . . . . . . . . • • • • . . • . . . . • • • . • • • • . . • . • . • . • • • . • • . . . . . . . . • . . . . . . . • • . . . . . . • . . . . . . . . . . . . . . • . . . . • • • • . . . . . . • . . . w . . . . . . . • . . . . . . . . • • . . . . . . . . . . AS CONS TR . CTED IWOWA 11ON . f . AR Y. 2 3 . . . . . . . 2 . . 0. 5Cki BY PEAWALL,EG+ONI A A TLS Ca VuWL TANG &4 RS, 1111 . 2d' . r w •: l:' *rt. f = 1(f SIDE SENDERS NRE 9HOW4 W THM AS -;&UIL T L 004 TIONS — - t 0 �iC�IiA�EO AoA ! ! /� i ,' ; �S - �� �' c: l �) - 1 ° S' o /q c•a �. (' �. ) L L I .F cu W .W y W W y • Ll � N "hV' 'Y a N § p N 00 W I � 1 1 1 �Q CYCLONE FENCE I 1 ' ' ' PPT w UN RGROUND CONDUIT 1 1 i 1 I CLN 1 I I 1 1 3 W V) IL j 1 W W W 1 1 I Z 1 uj > aCL 0 Ice � z I 1 W � W F"♦ 1 1 1 � , 1 nc ui ce 1 1 % W J 3i Q � u IL 1 a �T o zIn 0 Y Q 3 L. U Z a �w a' .; m G all 'C C D a i 0 • I YCLON FENCE 1 I . P TLa T-- —P— T --- �— ' �------------ '- "--- - - - - -- -- - - - - -_ W - - W i --- �V — � y �� W I MB IL SIGN ( "AHE AD 1701 ABERDEEN AVE NE F.F. = 302.56 8 W Tp -- - -- - -- O - 4 ��- ()• C 1624 ABERDEEN AVE NE F.F. 300.72 A -'� W - - - - -- - --- - - - - -- CD - - - - -- - - -- - ------------- - - - - -- - - - - - -- -------- A ME g $ 0 cm ct - 13 - -� G - 2' r MB ; 1 1 - 1 1 i A , "Z- 1 1 1 �Q CYCLONE FENCE I 1 ' ' ' PPT w UN RGROUND CONDUIT A -'� W - - - - -- - --- - - - - -- CD - - - - -- - - -- - ------------- - - - - -- - - - - - -- -------- A ME g $ 0 cm ct - 13 - -� G - 2' r MB 1 i GA E 1 1 1 1 1 1 1 I I v .` P .. W_ -W W �' W •---------- ---- -o- -_- - - -J _t 2» m77 c_9 CYCLONE FENCE n. I DOE SaNE7? I 1617 ABERDEEN A* HE F.F. 304.55 2" 1602 MONTEREY COURT NE BRICK WALL T 1 IL ; 1 1 - 1 1 i 1 1 "Z- 1 1 1 �Q 1 I 1 1 I 1 1 1 1 i 1 1 I I 1 1 1 i GA E 1 1 1 1 1 1 1 I I v .` P .. W_ -W W �' W •---------- ---- -o- -_- - - -J _t 2» m77 c_9 CYCLONE FENCE n. I DOE SaNE7? I 1617 ABERDEEN A* HE F.F. 304.55 2" 1602 MONTEREY COURT NE BRICK WALL T 1 IL ; 1 1 1 1 1 1 1 1 1 1 I 1 13� 1 1 1 1 1 1 I I IL j 1 1 1 1 1 1 I 1 1 I 1 1 1 1 � , 1 1 1 % 3i IL 1 �� TREE ID" SIGN Tm "8w FIB YON MCA MTN 31V BRASS PLUG 1532 ABERDEEN AVE HE F.F. 315.65 N 1 ; 51 ' 1 1 1516 ABERDEEN AVE NE F.F. = 312.23 Q 0; m I I I SIGN v p '� __ ...:� "STOP" _ • PP? '�' P -r- T - - - 1 P p - a .� -. oIR C 'v% % 9 ri `�- " " w -------------------- - - - - -- ---- —__j 17 Q W — --_—_. - ---w W IQ ce - -% y G r -- 2 i 11 1 P ! �„r 7S TOP` ' " �` 'ca SIGN "STREET ID" SIGN 1 "STOP" 1 1 1 1 � N I , 1 1 1 1 1 1 1 1 1 I , 1 1 1 1 1 1 1 1 1 3 1 1 CL , 1 I , 1 1 1 1 1 1 1 1 � I 1 1 1 , I 1 1 1 , M SIGN - .•:' i•" ; '''f 4j6. ' -' :f `•.r.: '.� 1517 ABERDEEN AVE NE F.F. 307.86 Z to 4 lab 22+41, 22' LT CB STA. • NEW 48w CB TYPE -# W IN NEW C8 TYPE-/ W774 � VANED GRATE VANED �RIM M ��' �� �'• M lE 12 N = , imi /E 12" N = 3ff.-P- XZ7 lE 12" S = 050.09 b JM4 a. 25+00 24+00 23+00 22+00 21 +00 • • • • • • • • • : . • • • • • • • : • • • • • • • • • : • • • • • • • • • • • • • • • • • • • : • • • • • • • • • : • • • • • • • . • • • • • • • • • • • ' • • • . . • • • • = . • • • • • • • • • • • • • • • • • . • • . • • . . • • . = • . • . • • . . . : • • • • . • . • . . • • • • • . . • • • • • • • • • • • • : • . . • • • • • • : • • • • • • . • • • • • • • • • . • • • • • . • • • • . : • • • • •� • • • • . . • • • • • . . • • . • • . • • • • • • • . • • • • • • • • • • • • • • • . • • • . • . • • • • • • • . • • . • • • • • • • • • • . . .0 • • • • • • • . • • • • . • • • • • • . • .2 • • • . • • • • • • • • • • • I al • C • • Q +.� • �'' • • • • • • • ..O . . . . . , �� • 0 3 . ° • . . . • . .G lJ 01 Q F► a � c O O � . . L - • . • . . . J.am, . . . . . . . . . . . . . . . l • • O . • x� LIJ O V .a v . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G � Y. � . • • ?C 0 x 3 • X • x • • O • • • • Q • .! • • • • • • • ' -� W o • — . a . ' ` - • .Q . . • — , , ' . Q . NEW 16" . . . . • _ _ __�- -_ - . ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . • . . . . . . . . .o i - - } T T . . . - -. . _ . ... _ _ _ f r T : . . . . . . . . . . . . . ............ ................ ............................... _ _ _ .. _ .. - .....:.........:... W .30.0. WA o o NEW 16 _ wA� Ai�N - ,� i .. .............. _ -__ T C . w • • • • ..rte.. _. _.�. -.s _ T.. ��. --- • 01111111 - _ L. F. 1 54 LF 44. yAjjj, Me • •I OF C9W • W-�'01, 1r Lr W 29.0. .29.0. ........ ................................................................................. ..............................• .! .' .......:.........:................................. ...................•••...... 3•SfA.. •L•� ............ .......:•........:............. . '�; R S TA. L NEW Wl y Z INH 4 • wEw 48w ww Rw 3P��#- � , S = Mme- ant . . . � So N • . . . . . . . . . . . . : : : . ' . . . . . . . . . . . . . . . .28.0f. . • • . so • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . • . • • • . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . 28•O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . To • . . . . . . . . . . . . . . . 270. • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . • . • • . . . . . • . . . . •AS - C ONS-lMX fE • INF�IA-M* •PR • • • AR`Y,. -200 -3 . . . . . : . . . . . . . . . . . . • . . • • • . . . • • . . • . . . • . . . . . . . • . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BY PENHA A.-P v TES. CONSUL �VG ENGIN4EMa :INC. . loom 2W e . . . . . . . . . . . . . . . . . . . . . . . . . . . 11rrt. 10:n III S�►D�E SEMERS ARE SHOW OV � T" AS -BMOC T :LOC�1 TIOINS . . — 21825 . . . . . . . . . . w #0 N$ '40- N N C) W � I z � cn . N 8 Q. Lu zZ Z � LU W LLJ > a cc Z z�cils Z W � ce m 0=4 j Q CL 0 0 wz " cC 0 H � �z �� a m vp c 'c 0 a n z 31+00 'v* 0 c 28+00 co, 27+00 °I vi (n a 00 ' Im Ll im Lm i � x a e R 2 w it 0 i W- W y Lao W 0- T` W W NOTE: SIDE SEWERS SHALL HAVE A MNVIMUM SLOPE OF 2X FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES SIDE SEWER STUBS SHALL BE 6 TO 8 FEET DEEP A T THE PROPERTY LINE. CB M STA. 29+19. i!-' LT NEW 48" CS TYPE —# WITH VANED GRATE RIM = -0�f 2M 19 IE 18" N = - 9f-:W 2914 IE 18" S = 1*0-� 26.5 IE 12" E = :P99. M 2U5 14.5" CB ,ls68A STA. 29+19, -W RT NEW CS TYPE -II WITH VANED GRA TF IE 12" W = X99.266.6 346, LF OF 12" CPEP O BETWEEN CS 18 & CB 18A 27+46" It 0 (o -s*st') CB STA. 26 +00 � �lr7 LT NEW 48" CB TYPE -N W TH VANED GRA TF RIM = 5ef.ft .M21 ICE 18" N = ! - 2M4 lE 12" S = 4M.-Ag- 2M7 IE 12" E = X4. ice M �W -W W _W A STA. X26+89: 16' RT VANED GRATE RIM =tftnft -X2 35 ANN 3f LF OF 12" CPEP O -F•9`* BOEMEEN CS 17 O CS 17A 4 ROLL 1 91, 7t • FR 31.1 .o. . In ApR t ! O • • 31+00 30+00 29+00 c 28+00 co, 27+00 °I C► U, 00 �I Q ;.....W. UJ ; ...................;......... ..... , ............... ......... ... �T. ............. ......... ..... ........o .......................... �, ................- 0 ................ 0 ........ .,........................................° °, .............. ............�'�►......_........ ��26 .... .......�N, Q� ................. 0 o .. v ko 0 • :300 _ 013 o ; xj n c� x o a c� _ x a11 al X13 �� ; • 0 a� a; ` , �. a' ; • ai a, 300: � � _ _ _ . - .Q . .. .... NEW 16" WA TER MAIN . . • • ---T -- :290 • W 290 . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 467 L.F. OF f i . . . . . . . . . 3 L.F . or.1.d". me. 4p. Q.16O� ......:.........:....... . :.........:.........:.. ... . ... :.. ......... .. . . .. . . . . . . . . . . . . . . . L . . 33d . F. OF e" ego P Ri O •0'TV�� . . . . . . :280 .� = � . . . . . . . . . . . . . . . . W• . • . 280• ........ 0 ....................MH . srA- • • IB Li NEW 48w MH ...................................................................................................................................................................................:.........:.............. . . . . . ............................... . • . .... ........ . . IEd "S fdor i . . . . . . . . . . . . 27444 W . . . H. 2 70 l� " = MH STA. L NEW 48 270: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • : . . . . . . ; fi w : w . � . . . . : . . . . . . . . . IEa'S=�� • . . . . . . . . . . . . . . . . . . . . . . . • . . 260 SCALE A s caws 7RU ' nov v PR H MD FEEOUARY, ��� IE r E TO BC IN TS FIEW Df TE WO (Tas• MA r RQJ� N NvTEN. A. . .• .......... . .......... .. . 1s . HoriZ; ... 1 . 2 . ... .. .... ®.�. P. /E�. . /I ...... CTU FOR TYS111H J...... . .......:.........:......... .....:......... .. ....... ......... 260- .......... ... . . . . . . . . . . . . . . . . . . . . . . . Vert.:: 1 = 14 . . . . . . . . SOII sENERS ARE SNOW IN : THOR As —BU�c T : LOGA nays . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S FT— 2821 I 1 1 51 1 4 ROLL 1 91, 7t • FR 31.1 .o. . In ApR t ! O • • N C � N Lo 00 W �j .o C44 z CLI � N 3 W � Z z � n W W Z W V) Q UJ > t; z as W � W aLLj CJQ .: CL 0 0 � O O ` 3 Z :o 0"4 w a' CA :6 m' v+ c all �E A c v F, i - 2- a o 2 �- O cn a` wxx I I" I * C7 CL q 9 F— W W y W W' y1 MH 17 STA. 36 +40. mq6= LT NEW 48" MH RIM = f8iz Ad 20'7.85 lE 8" N = 10P.-9& 2M0 .5 81 ROUAV LOCOM l6 Lb RW = X 23 IEWE =2834 E18'S =283 35+410 r CB PO STA. 96 0 40, ' L T NEW 48" CB TYPE -N W TH SOLID ROUND LOCKING LID RIM = M. ft 2M37 IE 18" -* w- -1+� 2826 IE 18" S = MO-4- ,M8 '2" (-,PP IN FROM E 12" CPP IN FROM S C J L I 289.45 289.45 RIM 292 77 2' CPP OUT TO N. 290.30 rI^TT/-�►• C Tfll Afl T& am inn . • EXISTING SSCO STA 35 +21.61, 8.22 LT j RIM = 292.09 IIE 6" S = 284.7± I i 34 LF OF 12" CPEP O 2.0 x, BETNEEN CB jf9 & CB 19A EXISTING SSMH STA 34 +24.66 9.12 LT RIM = IE 8" W = 284.24 IE 8" E = 284.24 IE 6" N = 284.24 lE 8" S = w:-vu 2d�2S 36+00 35+00 34+00 • • r • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . • • • • • • • • .� • • • • • • • • • • • • • • • • • • • • • • . • • . . • • . • • • • • • • • • • . • • • • • • • • • • • • w • • • w • • • • • • • • • • • • • • . • Fr i : j '• 0 u, :300 cr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .O. •� . . . . . . . . . . d C w . . . . . . . • O - . . . . . LIAJ i O C () x 3 x0 0 . o z ►C 3 x 3 « Cl :290 . . Q Ll Q • .........�...... w....... — — — 280 . ... . . . . . . . ...... ........ ......... f f L:� o� c :....i :.. af. to . a�-P... o.. .:.........:.........:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •270 : . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . • . • . . . . . • . • • . • . . . . • . • . . . . . . . . • • • • • . • • • • • . . . • • . . • . • • . • • • . • • • . • • • • • • • • • • • • . • • . . • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • SCALE AS -- U00 UIL T 0 260 AS.. 00 VOS M. MV 7 . . 9 9 9 9 Hofit. 1": : _ 20 : By PENHALLEGON A A N . TES :CONSULTING ElVpN�RSr 1N� • . . . . . . . . . . . . . . . 10, S1W- SEERS ARE SW* Wv IN OMM AS —BURL T LOCA 770OVS • ROLL 1 917 � CB jf9A STA. 33+90. 16' RT NEW CB TYPE —n NI TH VANED GRA TE RIM = 49J.-hi- 29106 IE 12" W =2M 8 V) F— Li W y W W _y 'It co *& NOT£.• SIDE SENERS SHALL HAVE A MINIMUM SLOPE OF 2X FROM THE SEVER MAIN TO THE ADJACENT PROPERTY LRVM SIDE SENER STUBS SHALL BE 6 TO 8 FEET DEEP A T THE PROPERTY UNF CB & STA. 33 +94 -00= L T /NEW 480 CB TYPElIW7H VANED GRA TF RIM = ~ Shi 29180 lE 18AP N = 2810 33+00 32+00 IE 18 S 4 fr8& 28& 1 .. to . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A R44 • 4trx� v : �s : •�3 � 300 J� f ......... : CL 0 CL q 9 F— W W y W W' y1 MH 17 STA. 36 +40. mq6= LT NEW 48" MH RIM = f8iz Ad 20'7.85 lE 8" N = 10P.-9& 2M0 .5 81 ROUAV LOCOM l6 Lb RW = X 23 IEWE =2834 E18'S =283 35+410 r CB PO STA. 96 0 40, ' L T NEW 48" CB TYPE -N W TH SOLID ROUND LOCKING LID RIM = M. ft 2M37 IE 18" -* w- -1+� 2826 IE 18" S = MO-4- ,M8 '2" (-,PP IN FROM E 12" CPP IN FROM S C J L I 289.45 289.45 RIM 292 77 2' CPP OUT TO N. 290.30 rI^TT/-�►• C Tfll Afl T& am inn . • EXISTING SSCO STA 35 +21.61, 8.22 LT j RIM = 292.09 IIE 6" S = 284.7± I i 34 LF OF 12" CPEP O 2.0 x, BETNEEN CB jf9 & CB 19A EXISTING SSMH STA 34 +24.66 9.12 LT RIM = IE 8" W = 284.24 IE 8" E = 284.24 IE 6" N = 284.24 lE 8" S = w:-vu 2d�2S 36+00 35+00 34+00 • • r • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . • • • • • • • • .� • • • • • • • • • • • • • • • • • • • • • • . • • . . • • . • • • • • • • • • • . • • • • • • • • • • • • w • • • w • • • • • • • • • • • • • • . • Fr i : j '• 0 u, :300 cr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .O. •� . . . . . . . . . . d C w . . . . . . . • O - . . . . . LIAJ i O C () x 3 x0 0 . o z ►C 3 x 3 « Cl :290 . . Q Ll Q • .........�...... w....... — — — 280 . ... . . . . . . . ...... ........ ......... f f L:� o� c :....i :.. af. to . a�-P... o.. .:.........:.........:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •270 : . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . • . • . . . . . • . • • . • . . . . • . • . . . . . . . . • • • • • . • • • • • . . . • • . . • . • • . • • • . • • • . • • • • • • • • • • • • . • • . . • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • SCALE AS -- U00 UIL T 0 260 AS.. 00 VOS M. MV 7 . . 9 9 9 9 Hofit. 1": : _ 20 : By PENHALLEGON A A N . TES :CONSULTING ElVpN�RSr 1N� • . . . . . . . . . . . . . . . 10, S1W- SEERS ARE SW* Wv IN OMM AS —BURL T LOCA 770OVS • ROLL 1 917 � CB jf9A STA. 33+90. 16' RT NEW CB TYPE —n NI TH VANED GRA TE RIM = 49J.-hi- 29106 IE 12" W =2M 8 V) F— Li W y W W _y 'It co *& NOT£.• SIDE SENERS SHALL HAVE A MINIMUM SLOPE OF 2X FROM THE SEVER MAIN TO THE ADJACENT PROPERTY LRVM SIDE SENER STUBS SHALL BE 6 TO 8 FEET DEEP A T THE PROPERTY UNF CB & STA. 33 +94 -00= L T /NEW 480 CB TYPElIW7H VANED GRA TF RIM = ~ Shi 29180 lE 18AP N = 2810 33+00 32+00 IE 18 S 4 fr8& 28& 1 .. to . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 311- 2 I as" - /,7 (I. IV. < % �, T - a( .' f t i) FR I • v : �s : •�3 �- :�3 300 J� ......... : CL 0 CL Q QL . • NEW 16' WA TER MANN _ - = • W •W 290 . . . . . . . . . T. . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . :. 4s7 L. 16. OF IS PEP V 4pldM L • y . d3�� L.F. OF 8" COO PVC •�O • •W • . � .ate 280 . . . . . . . . . • . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . 270 . . . . . . . . . . . . . ................................................................................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . . 260 . . . . . . . . . . . . . . . . 10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • EE 121 el 215 311- 2 I as" - /,7 (I. IV. < % �, T - a( .' f t i) FR I 0 M 9 g Q Lo N (.0 N N W v O �/ N � cn . CL N 3 W � Z W Z W LU > t; Q � z > w::R: Z � z Uj O � Q wz 00 Osumi w il, CL 0 3 a .5 v+ c 'c c v a i C-3 / z 0 0 Q fit gig g lb w U) 3 ct xi a. G In- ki Ilk o r "19 • 0 W W ,L W y -- WSID W 2123 AKRDEEN PL NE EXISTING CB TYPE II STA 40 +40.12, 8.9 LT RIM = 281.90 IE 18" N = 275.72 IE 12" E = 276.19 IE 12" SW = 275.92 w NOTL.- SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2X FROM THE SEWER MAIN _,DMH #7442 RIM 287.50 48" CMP DETENTION PIPE 1 My ()r p1pr ?Rn 7a 6�;�7-73QF-4 AF A #7443 (RESTRICTOR MANHOLE) RIM 28726 12" PVC IN FROM S 282.98 12" CPP OUT TO N 28097 O SHE ARGA TE covoistir,r) 8 Jim 4&- LF OF' 12" CPEP O 4.-W BET *EEN CO /11 & CB x'11 A r� r IMM W W 'W W W C8 x'11, A STA, 37 +08, 18 L T NEW CH TYPE—/ W TH VANED GRA TE it 18 S = 0 . ow zraso TO THE ADJACENT PROPERTY LINES RIM = .�.pl W.M � 4Z ♦� �� IE 12' SW = R�86. 277.7 SIDE SEWER STUBS SHALL BE 6 TO 8 w MH STA. ' LT EXISTING CB STA 40 +43.42, 17.0 RT .37 +07, &.S IE 12 E _ � W 7 NEW 48" MH RIM = 281.60 FEET DEEP A T THE PROPERTY LINE. CB 1 STA. ' L T EXISTING CB STA 40 +23.65, 12.31 LT RIM = Z7�•Z IE 12" W = 278.01 RIM = 282.46 NEw 48 C8 TYPE —# NITH IE 8' N = IW96fB- M7.3 IE 12" E = 278.46 i IE 12" NE = 277 93 SQUD ROUND LOCKING LID W IE 8' S = f (INTERNAL DROP) 269.83 � RIM 297.57 W IE 8 S = 287.3 IE 18' N 2M.5 = IE 18 S = f996 42 +00 41 +00 40 +00 39 +00 38 +00 IE 12" w= rMs 37+00 _ ..... ..... w .................................................... ............................... ....... i........... .......... .......... .......... .......... .................... .......... .......... .................... . ......... .......... .......... .. 4wr..�,....... ............... W ......... . . • . . . . . . . . . . • Oip c 0 . . . • . • • . • • • • • • - • ► • w • • . • . . . • . U I C W . . . . . . C . p ` . o . . . . p . . • JI ° r 0 -J!-oc o . . o c . z n► . . . �. . . CL • ° • O u p n O C J 0 290 : C . C - : , `• - p . J J • J ✓ . x ` w � o 'J � -'v o. o nc pi°' ° 0 0 _i c x 6 3 3 a�� v 2 90* y o �, ° a x �, x x Q. C o - w ..........................� x ......... .....o ... °In ..............` ........ ..... .. .. � .. . . ............................. ............................o.d .� ........�. d vo • • • I . • . V 11 • • l.r ` • • ° - • • 0 p • • � � • C . C1. • CL • • 0: • • °I . • • x x 0 • x 3 • • • • . Q Q • • � • �� • • • • • • -- • 0 L • u � �� .. • X ��� Q Q Q -- NEW 16' WA TER MAIN _ - _--- -- -- -- - - - - -- - - • 2 8 0 ° . 01 r - _ _ - - - - - -- - = • � � 280 ..........�. ..... :......... ..;.............. ... � ......................... .:- ...... ...........,E .....�i�........ .... .........:� .-- .-�- -- P► .................... .. O . . __ __ ' 3i+O;L' f.' OF ` 1d �G1P1E ....... ..... . Q _ :- - PVC O'�aAIF 3i� L.F. OF d w X900 ' -� - - -- _.__ --- -- P �,ToRM - F X 12..- • a � BpETNEEN EXIS77NG 270 -- -- . :? F REIOCA TE EXIS17NG 12" . •••••••••••••• - �.�•.. -1 V ��T• i• ............................... ..... .... . ..............., ORM..:.......- cws- TO'/GLow coIwc4l 0lo.IVo ! lop. v ..............:.........:...................:...................:. ........ :................... :.. ...... ............................... . ... 0260 . . . . . . . . : : . . . . : . . : : : 260: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . • . • • . • • . . . • • • . • • • . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A l T. . . . . . . SCALE — . . . . . . . . . . . . . . . . . . . . . : : : : . : : : : : : : : : E�. rORVA 250: .: .......:.........:.........:.........:.........:.....•.• .:......•.•:••.•.•••.:•.•..•... .........:.........:...... OM1l�.r.��! .r��.!N�'��.nc�.v..PRQH� R•I .. .....:.........:... ................:.........AS'SOC�IA TES: C�ONS�IVWG ENGINOEERSr .INCA . . . ►,. -,� Svis WPM; ARE SNOW W: n*N? As AVILT :LOGA navS S 121:81?j 5 . . . . . . . . . . . . . . . . . . . . . . . _ �CANNEO APR t Z ,�a � , . �.. � � ., � �� _ ��, r• �' �� � .. � (., �� ROLL 1'9;_7 -A 4 F I;t 3-1 3 O • I In O r"... N N N o 00 W 1 00 N cn .. N I a. W V) Z Z Z uj CNI =) o z W W > >a 0. � z W � W ad O OC W ..J C13 z Q (5 M CL 0 0 v O o. a O 3 Z m v+ c all .c v a s Q 0 N �N i � gg� a H D 2 � F. • 0 rn rri t/1 ri RIM 12" CPP OUT TO S 47f 1 .5" MH j9 STA *AH . . ' RT REMOVE EX. CO. AND INSTALL NEW 48" MH RIM = -* - 2MO7 IE 8" S = 280.1 # IE 8" N = 280.20 CB 112 STA 47 +04, 16' LT VANED GRATE RIM = 4199--ft- .?W„ 75 lE 120'E = 4195.8& 20&5 CB P2A STA 47 +02 20' RT NEW -1 iW TH VANED GRA TF' R#4 = 288.51 IE 12" E = X85- "m A I-/ u", IN r KUM W. ZZ5 I . JJ 12" CPP OUT TO E. 281.31 EX CB STA 46 +92. 79.5' RT RIM = 284.39 IE 12" E = 279.99 IE 12" N = 279.87 IE 12" w = 279.90 =7 17 �•' T -. -mmm- r - aww'm dp 40 A S- BUIL T AS CONS TRUCTED /NFOiRMA71AN PRONDED FEBRUARY, 2003 BY PENHALLE60N ASSOC/A TES COiNSUL TING ENGINEERS, INC. SIDE SEWERS ARE SHOWN IN THEIR AS --BUIL T LOCA 7701VS MH JW 0 STA 47 +20, 20' LT IE t2" W = - MS•.'�' EX. 55MH STA 46 +70.74, 1.12 RT EX. SSMH STA 44 +20.57, 0.84 RT NEW 48 MH RIM = 271.60 �� RIM = 286.44 RIM= MJ5 IE 16" S = 261.37 IE 16" N = 262.54 IE 8w S = I�:•59- MaN O O IE 16" E = 261.37 IE 12" W = 6fi25 4 IE 8 N = IE 8 N = 278.15 46+00 43+ 00 2 5.0 44+ 00 43+00 �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .,A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .,. . . . . . . . . . . . . . . . . . . . . . . . ♦ . . . . . . . c E X. SSMH STA 44+ 99. E4, 25.0 L T .... ... ; .... .... ... ....... ....... ... ... . c : o : c `. : : : : RIM = 2.73. ?_3 - �' ° °'' IE 8" S '= 266.31 EX. SSMH STA 44 +22.06 -24.13 LT �• EX. CB IYPE II STA 43. 64.28 2.93 l.T - - : - : : : : : �'- " n • : : : : IE 8" W ;- 266.31 ; RIM = 269. • 1 ; : RIM try 1.32265.22 . x o o . �° - IE 8" N = ,265. 79 . 2 9 0 NE'N► .�, °tom: : ; ; EX CEr STA 45+ 07.07.17.11 LT a IE 8" E = 265 79 IE 12" w = 264.12 - ^► ' - 29 o :......... ...r r... . %�.M'4frp ... .... ...ci�........ o ......... v�.... ..... ;......... ;......... ;..... RIM•_• 27. 3. 45........... .....�� ................•..IIE'8 S•�• �9•' i....... ;.....►E.1B..S 2fi3. 1-0 ............................................. ............................... .......... T a v, i _ _ � Q � a ; c • IE 12" ; W 269 82 ;♦ IE 24' y 262.77 - ' "r' ; Q IE 12 "•N -- 26980 c c LX l,8 STA 44 +25.79, '19.61 LT LLJ . - of c, i _ : EX. LB STA 43 +55.86 IE 1 . S 269.75 _ 3 c , .c RIM 269 73 ' ' I I - - -- - ! : �,. I �I 1 '� IE 12" N: = 166 85 , _ . �: : o RIM = 27t 22 ; 8 280 L.F �' �9� P -1 �--.� i . I I o' • ` IE 12" S• = 266 70 o . IE 12" W : 265 87 o c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ • . . . . . i .' . I . . . . . : . j . . r+� ;___ . = _._` . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . I . . . . . /� . . r� O . . . . . . r j - . . . . . . . T f . . . . . . . . . . . . . . . . . ✓ 4 . . . . w . . . . ! ? 1 . F . . .2 5 ( � Y . . . . . . . . . . . . . . . . . . . . Lj .�• . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . - {Ifl • • • • ,, �- +� .... • I _ _7 `ti_ ' • �� • • I a • L c 10 x 10 ' x �3 • • f-1 i • • • -,.J • I E 12" N = 267 7 7 • . .J _.+ ♦ • • . ..• ............. ........ ... ............. . ..........: : ... ► ;, - - • -- - \EWER � PvC 'Mgt L.F OF 8" C900 PVC O *.m La {x - TA 4 t, + ='61 T _ - ..._ _ --t • • Q - r - _ • -, I • . �-� - -- R �, � ................ NEw. ...... . . . .86 ....... 16x! E 27 V ; 4- ' � ... 0 ............................. ... .:...RIM . 12" CPYP .S T ; OIE J IF E x BAP V ` E X_ ti5i i I A. 4 12 1 1 13_� T _ x.11 1 - -- -- - - - - -- - _ _ _ _ - -- - -,TORN( . ► L.f; OF d' C9ap PVC �, - -- - - -- t -- -_ - - - - •- - - -. • 260 260 . . . . . . . . . . . . . . . . . . . . . . . . . . :RIM. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�.� �'.4. f'. -� .'Y 1�I• -�. . . . . . . . . • • . . . . . . . . . . • . . . . . . . . . • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX AUMH ;;TA 46+ i`' �J .2. U6 LT . . . . . . . . . . . . . . . . • RIM - 286 75 . REMOVE EX. C8 fQR - • IE �4" �, 161 -4 . 34 L.F. � 12" CPEP • *.d BET11EEl�► C8 ,/1? Ahp �1 ?A If c 4" E J Al 161 34 - :250 . c- a a 3, 6 3 0n, '40 AND: REPLACE A T, THE SAAR' . . RIM 269 2c1 LOCA T1�pM AND ELEVA NN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • . • . • • . : • • • . . . . . . : . . . . . . . . . : • • • • • • • • • : . . • • . . I E *102w 'S = ' 2 •J �• 2U ; . . . . . . . . . ; . . . . . . . . • : • • . . . . . . . . . • • • . • . . . . . • • • • . . • . . . . . • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . : , f 12-" N = 265 09 . 59 L.F. Off'• 12 CPEP �f#�- � x �E3 TA 43 *09,5 7. 19 t3_ �T • W TIIEEN GR 112A AM E11QS Mai CV 2 0 9. • �E 12. E 265 07 J • RIM � 1 _ ?� • • �E 1 Z N 266 80 . • • as V-L 2825 ~P ar - FT r.. W W y W W y 4 ROLL 19,.7 a FFL 314 am 0 f • CID' l • M 9 a i N 00 N N � W � p I t/) N o, . Q. 3 W � Z Z LLJ Lu W Z > t; >O � Q� z zCL co Z ui Q � W ui Q Z a rr,�... C) w zn Y 0 O 3 [D v+ c 0 a 1D Q c� N IN o� a a w 9 2 fe Z W M M y rq rq 1=+ 0 Q 5' 5' MH 472 STA 49 +70. $ L T NEW 48" MH RIM = d• 2M46 lE 8" N -09291-99- 1� 40+75 MH X11 STA 4&0- " 20' RT NEW 48 MH RIM = 2t, 73 SDI RllIv 12' 1�2w CEI yfl H W S H W La y MH jO7J STA 53 +03 -W L T = - ?0cL8 NEW 48" MH /E 8" S = i�5�- �8 RIM = 2&141 'E 8� " a ��` M� 53+00 52+00 ,E8 S ��z71a 51 +00 50 +00 49 +00 48 +00 ............... .. w ....•.......................... .... ..... ..... ww....... www•.. ........•..•................... .......... ................. ......^ ............ ............................... .... ... .... . ....... `, ....... ... . . . . . . • . of . � • - . . . � Sao = - = : =� J - X ;3 X j3 . d � of 300* • X= c : .........................•.. .� .... ............................... .... w.•.............................. .....:......................... ........ ......... ........ .... ... ...... `. o - y _i • X Q _ :290. : �.� _� :: � _ -�-- - -- . - 290 XA: C� i11 0 `__L --T_ La N a ---� -- • • • • • • • • • • • • • • • • • • • • • • • • w • • • • • . . • • . • • • •� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Q� • • • • • • •(L • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • w • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • w • w • • • • • w w . • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • w • • • 1w ......... got IN ��• 16 1p WA TER 14A OL or c9w P —.2222=11111M ;ON c9w :280 iliailow 0 0 0 . v 0 9 0 9 0 0 JIL ------ -------- ........... ......... ......... ......... ......... ................. ..... ......... ....... • 280• - -- _ . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . , • . 270 . . . . . . . . . . . . . . . . 270. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . AS Bu. . . . . . . . . . 2 6 0 A S CONS TRUC o iNFORMA T7ON PRO WDED FEBRUARY, 1' 2003 � � . . . . . . . . . . . : 60: .......................... . ............................... . . .. .. .. . . .. . . ....... .......................................................... ......BY PMi1�LCCOV 1 'S C�d11i► 'JL y'�IVG EIV Eme li1r . . . rvw M6 1 . a:= 200 . . . . . . . SJ'DIE WNIERS W SHO.WV /N l�IR AS -=sux T LOCA TION� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IST— 2 8 2151 1 Ft OLL 1 �9�7 F I;t 3-1 5 Oslo �CANNEp AN 2t V, M i g g i N § p N GO N ,,,, z 302.65 1 I c/) o 12" CONC IN FROM E. 297 40 � 12 CONC OUT 10 W 297.20 1 N #9508 RIM 303.88 3 W CONC OUT TO N. 302.13 Z Z 21010 NE 27TH sT W U.J W Z G > O � Qa cl� Z 3 wm: cid 2732 ABERDEEN AVE NE uni � cl i ~ U ui 2712 ABERDEEN AVE NE 00 Q= Z � x U 1 1 a 0 w 0 0 O z m C CL Q 04 N Nil C8 #9526 �"�-► RIM 302.80 j 1 Li c� 1 ' 1 � 1 -W W E / o 1 SS C + !� '''I J CIN FND MON IN CASE w /3` BRASS DISK W/ .)r , ,SSMH #9374 ' IBRIM 302.57 I 1 6" DI IN FROM S.E. 298.87 cv ' "12" CONC IN FROM N. �- 112" CONC IN FROM E 3 :12" CONC OUT TO W. v ICENTER OF CHANNEL 289.07 1 ' � 1 i 3 I I I 2717 ABERDEEN AVE NE W U 2 r� 0 m IN SDMH #9560 RIM 285.12 24" PVC IN FROM S. 1 24" PVC OUT TO W ' CENTER OF CHANNEL 254 27 lam 1 . 1 1, SSMH #9561 W 1 RIM 285.15 16" PVC IN FROM S. I WW 1 16" PVC OUT TO W + ' 1 y ' CENTER OF CHANNEL 254.60 i -ss - W -__- s+D W 1 y = R.R-- TIE_RETAINING WALL - - ( FLOwUNE D!'r H "SIGN oo .. ... �•� TOP" p� T UGP T --- P T ---�• P T- -- -- T % -J- - P - - - - - -- = - - -- �A - -- ----- - - - - -- --------- - - - - -- --------- - - - - -- - - - - -- - -1 -•X -- - - - - -- w -..�- w w w w W W W w. --mw % CD Q A 1JZ 4 m,r #15 ssco k. • * 1, 1. . •'i .. :. . tt •• ! • ' -T� -__ i �� T�-• p'+ .� T,n : A-- �r- _�' ►_-- '_1- __w•�•_! -- .- •-------- - ----- Jr` •�`," SIGN ;, r "SPEED 25" 'SIGN "STREET ID" SIGN NO PARKING" TBM "F" FND MON IN CASE w /3' BRASS DISK w/'X` 2025 NE 27TH ST SSMH #9454 RIM 285.82 8" PVC IN FROM S. 273.65 1 �' 16" PVC IN FROM E. �+ 16" PVC OUT TO W. CENTER OF CHANNEL 254 29 i i I � I I F2625 ABERDEEN AVE NE I I I 2617 ABERDEEN AVE HE EX. SSMH STA 54 +82.33. 0.26 LT RIM = 285.82 IE 8" S = 273 65 s4+s7..% Q5' 44H115STA 'LT REMOVE EX. CLEAN OV T AND INSTALL NEW 48OUN RIM = 'i904!9! - 2 7J IE 8" N = "ter 274.3 EX. SSMH STA 56+71.13, 4.01 LT IE 16" E = 254.29 IE 8" S = 'fft 1 00 2743 RIM = 302.57 ~\ IE 12" E = 298.07 EX. CB TYPE II STA 56 +66.22. 4.64 RT IE 16" W = 254.29 RIM = 302.65 IE 12" N = 298.07 /IE 12" E = 297 40 3 IE 12" W = 298.07 IE 12" W = 297.20 EX. SSCO STA 54 +57.05 1.0 T IE 6" SE = 298.87 RIM = 278.40± IE 8" S = 2 73.901 Ir 57+00 56+00 55+00 54+00 (L • • • • • �� • • • • • • • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • r • • j • • �♦ . • • • • • • • • • • . . . . . • • • • • • • • • • • • • • • • • • • . • • • • • . • • • r r • . . • • • • • • • • • • • • • • • • • • • • • • • • . . • • • • • • • • M • • • • . • . . . • • • • w • • • • • • • • • • • • • • • • • • • • • • • • w • • • • • • • • • • • • • • • • • • • • • • • • • • • • -) • • • • • • • • : • • • • • • • I • • . • • • • • : • • • rJ ' • • �I • Q :W300: ....... 300 ............................ ... ..............................b .................. ..................I............ .................:. ........:.........:............ ......... `' W � � . • . . • . . . . • . III . ` ---� . • 'J V La • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • w • • • . • • • w • • • • • • • • • • • . • • • • • • • • • • • • • • • • w • • • • • • • • • • . . . • • • • . • • • • • . • . . • • • . . • • • • . • . . • • • , yA•. • • • • . • . . • �Yl " •a �• • • ,• ,• ,lw l _ • 290. • • • • • • • • • • • • • • • • • • • • • • `i • • • • • • . • • • • • . � o J . � y v . • • • • • • • • • • . • • • • • • • . • • • • • • • • • . . . • • • • • • • 0 :290 co J • . � • • • • • • r . • • • • . . . . . . al . . . . . . . . . . • ,� �. 0 '(�' . . . . ^--- �_. -_.� -_ __ . . i . �. Q i . . . . . . . . . . . . . . . . : ___``-- .�� . . . . . . . • . .:280 � � ...................... .................• • • • • • • • • • • • • • • • • • • • • • • • • • w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • w • • • • • • • • • • • • • • • • • • • • • • • • • • 280 . . w ------ ------ • • • • • • • • • • • • • Z �4 • • • • • • • • • • • • • • • • • • • • • • III • • • • • • • • • IIPVC SEWER - 270: . . . , . . .� . . :270 • • • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •� • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ` I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .A / ,I. E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i- . . . . . . . . :260 AS: CONSMVC7rD l �a?A�IA now PROWXD FMU#Vy 2003 I I: . =� 260: ........ ............................ : ......BY: PEWALaWN, • A Ms • •T pVG IW . • �...:.........:......... .. ..:...... ...:.........:.........:....... I...�.,. • ........................................... ............................... . . . . . . 3+i�1�E . . . . . . . . . . . . . . . � . . . . . . Mo�iz. 1 = 2d' • . . I f . . . . . . SINE ME* ARC sN� wv ov n' w :AS -Bi &r LOCA DONS - � Viii L 1" = 10r' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S 282 ,, �t'.MIINEO APR i t pOa r r w• . rA • '-)DVH 09375 RIM 302.65 1 12" CONC IN FROM E. 297 40 � 12 CONC OUT 10 W 297.20 1 ' CB #9508 RIM 303.88 6•' CONC OUT TO N. 302.13 21010 NE 27TH sT r L 3 2732 ABERDEEN AVE NE 3 i ~ U 2712 ABERDEEN AVE NE 00 � x U 1 1 , � ' s V H P _C4 � o v C8 #9526 �"�-► RIM 302.80 j 1 Li c� 1 ' 1 � 1 -W W E / o 1 SS C + !� '''I J CIN FND MON IN CASE w /3` BRASS DISK W/ .)r , ,SSMH #9374 ' IBRIM 302.57 I 1 6" DI IN FROM S.E. 298.87 cv ' "12" CONC IN FROM N. �- 112" CONC IN FROM E 3 :12" CONC OUT TO W. v ICENTER OF CHANNEL 289.07 1 ' � 1 i 3 I I I 2717 ABERDEEN AVE NE W U 2 r� 0 m IN SDMH #9560 RIM 285.12 24" PVC IN FROM S. 1 24" PVC OUT TO W ' CENTER OF CHANNEL 254 27 lam 1 . 1 1, SSMH #9561 W 1 RIM 285.15 16" PVC IN FROM S. I WW 1 16" PVC OUT TO W + ' 1 y ' CENTER OF CHANNEL 254.60 i -ss - W -__- s+D W 1 y = R.R-- TIE_RETAINING WALL - - ( FLOwUNE D!'r H "SIGN oo .. ... �•� TOP" p� T UGP T --- P T ---�• P T- -- -- T % -J- - P - - - - - -- = - - -- �A - -- ----- - - - - -- --------- - - - - -- --------- - - - - -- - - - - -- - -1 -•X -- - - - - -- w -..�- w w w w W W W w. --mw % CD Q A 1JZ 4 m,r #15 ssco k. • * 1, 1. . •'i .. :. . tt •• ! • ' -T� -__ i �� T�-• p'+ .� T,n : A-- �r- _�' ►_-- '_1- __w•�•_! -- .- •-------- - ----- Jr` •�`," SIGN ;, r "SPEED 25" 'SIGN "STREET ID" SIGN NO PARKING" TBM "F" FND MON IN CASE w /3' BRASS DISK w/'X` 2025 NE 27TH ST SSMH #9454 RIM 285.82 8" PVC IN FROM S. 273.65 1 �' 16" PVC IN FROM E. �+ 16" PVC OUT TO W. CENTER OF CHANNEL 254 29 i i I � I I F2625 ABERDEEN AVE NE I I I 2617 ABERDEEN AVE HE EX. SSMH STA 54 +82.33. 0.26 LT RIM = 285.82 IE 8" S = 273 65 s4+s7..% Q5' 44H115STA 'LT REMOVE EX. CLEAN OV T AND INSTALL NEW 48OUN RIM = 'i904!9! - 2 7J IE 8" N = "ter 274.3 EX. SSMH STA 56+71.13, 4.01 LT IE 16" E = 254.29 IE 8" S = 'fft 1 00 2743 RIM = 302.57 ~\ IE 12" E = 298.07 EX. CB TYPE II STA 56 +66.22. 4.64 RT IE 16" W = 254.29 RIM = 302.65 IE 12" N = 298.07 /IE 12" E = 297 40 3 IE 12" W = 298.07 IE 12" W = 297.20 EX. SSCO STA 54 +57.05 1.0 T IE 6" SE = 298.87 RIM = 278.40± IE 8" S = 2 73.901 Ir 57+00 56+00 55+00 54+00 (L • • • • • �� • • • • • • • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • r • • j • • �♦ . • • • • • • • • • • . . . . . • • • • • • • • • • • • • • • • • • • . • • • • • . • • • r r • . . • • • • • • • • • • • • • • • • • • • • • • • • . . • • • • • • • • M • • • • . • . . . • • • • w • • • • • • • • • • • • • • • • • • • • • • • • w • • • • • • • • • • • • • • • • • • • • • • • • • • • • -) • • • • • • • • : • • • • • • • I • • . • • • • • : • • • rJ ' • • �I • Q :W300: ....... 300 ............................ ... ..............................b .................. ..................I............ .................:. ........:.........:............ ......... `' W � � . • . . • . . . . • . III . ` ---� . • 'J V La • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • w • • • . • • • w • • • • • • • • • • • . • • • • • • • • • • • • • • • • w • • • • • • • • • • . . . • • • • . • • • • • . • . . • • • . . • • • • . • . . • • • , yA•. • • • • . • . . • �Yl " •a �• • • ,• ,• ,lw l _ • 290. • • • • • • • • • • • • • • • • • • • • • • `i • • • • • • . • • • • • . � o J . � y v . • • • • • • • • • • . • • • • • • • . • • • • • • • • • . . . • • • • • • • 0 :290 co J • . � • • • • • • r . • • • • . . . . . . al . . . . . . . . . . • ,� �. 0 '(�' . . . . ^--- �_. -_.� -_ __ . . i . �. Q i . . . . . . . . . . . . . . . . : ___``-- .�� . . . . . . . • . .:280 � � ...................... .................• • • • • • • • • • • • • • • • • • • • • • • • • • w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • w • • • • • • • • • • • • • • • • • • • • • • • • • • 280 . . w ------ ------ • • • • • • • • • • • • • Z �4 • • • • • • • • • • • • • • • • • • • • • • III • • • • • • • • • IIPVC SEWER - 270: . . . , . . .� . . :270 • • • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •� • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ` I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .A / ,I. E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i- . . . . . . . . :260 AS: CONSMVC7rD l �a?A�IA now PROWXD FMU#Vy 2003 I I: . =� 260: ........ ............................ : ......BY: PEWALaWN, • A Ms • •T pVG IW . • �...:.........:......... .. ..:...... ...:.........:.........:....... I...�.,. • ........................................... ............................... . . . . . . 3+i�1�E . . . . . . . . . . . . . . . � . . . . . . Mo�iz. 1 = 2d' • . . I f . . . . . . SINE ME* ARC sN� wv ov n' w :AS -Bi &r LOCA DONS - � Viii L 1" = 10r' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S 282 ,, �t'.MIINEO APR i t pOa r r w• . rA • LO 0 0 O cl� Oo 00 LLI cT) LU z z Uj LU Q M I j OD :D 2530 APERDEEN AVE NE LU o U.j > Li 1 LLJ ®® 66 LO m MI Lu LLI LLJ LU C) Lu LU _4 —P T — — — p — ---------------- ------- ----------- --------------------------- —Tz — ---------- —P-- T —T— —Tp —T —p—�T---P— -C[- P — —T— —p- Lu c\2 u-I If-, nj Io A BERDEP� A �E. N.E. 7 � - L I am MH �4 MH #14 IZ --G ------ --., ------- ----- -- -------- - — ------------ %,WH r F- & 2 2- MH III t ------- — 0 rF -Z� ------------ ------ -T MR E- jj - MH #1J 7 1 v �, Ejr a- —IWDE SE*5? (TYPICAL) -c7 c 2401 ABER )EE 2525 ABERDEEN AVE N-- 2517 ABERDEEN AVE NE 2509 ABERDEEN AVE NE 2501 ABERDEEN AVE NE ABERDEEN AVE NE 2409 ABERDEEN AVE NE [JEE SIS282509 Q c\j 6 I. W�i (3 MH 4112 STA 49+70, 20' LT NEW 48' MH MH AP11 STA 48+82, 20' RT 2 RIM = 298.00 IE 8" N 289.99 NEW 48' MH RIM u 7 6-5 MH #14 STA 53+03, 6' LT NEW 48" MH MH 13 52+90, 20' LT IE 8" S 288.50 ja 1; RIM = 284.0± IE 8" N = 275.22 53+00 MH RIM = 284. 00 IE 8" N = 275.45 52+00 51+00 50+00 49+00 48+00 it 8 a = 275.J2 ......... .... IE 8' S = 275.55 . ......... ..... .... ......... ......... ........ ...... -� ............. < co ti m m 300 I JIy F-4 w 300: .... ....... ...... ................ ....... ......... ....... ..................... ........ .................... .... .... ............. ......... ......... ..... .. ......... M m 290 m ....... ..... ........ Yi z, �9 ....... ...... .... ......... . . ........ ........ .... . ...... ...... ...... ...... ......... ....... o. cool) ........ 290 ... A N NEW :16" WATER &f IN . .. . .. . . .... t L.F. � OF op. a C9 C900 PAC: 00 vr 4.949 280 :280 ................. .......... ...........3.16 . P �".C900 pvc. @ 4.57% ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... (n 270 15 L. F. Of�' 8" C900 Pvc @ 0-88% ......... ......... ......... ......... ......... .......... ... ...... ......... 270 ................... :*''* .... *:*'''' ..... IiORN ti w s I) 260 ......... .............. 26 ...... SCALE ........ Horiz. 1": = 20' ......... ......... ......... ......... ......... ......... ......... 2 169 Iz- o S GISTS ......... ......... ......... ......... ......... ......... ................... Vert. is:= 10" 2IF2 S NAL I-EXPIREs U S 2J812151 z KMLL 169 F�R Iles ,qmw