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Home My WebLink AboutS-29931601 CAIpl) C)l 0 LJI 3 or I CL I ZIW 01 nl 01 0 ti w 1 .1---141 E] CL -i I Of I (Y A M>- UTILITY EASEMENT (TYP.) it, I 'i CL 0 3 (179') NO. 00 4mo NO. (IG Ld 3 (135') NO. E M. F. F. = 04.20 f95.20 CE E-4 111 F.H. 'E' (231') 01;-: z cfj 1 pq:30� C) RT. RT. c 0 Ld z 0 Z S=9.E)4132(0.0401)(PUBL E C) C) LL- EX. c 0 = 164.47 a' j < ILL IY 0 LE. r.l_ ci < 0 C) = 205.42 w B.F.F. = 196.00 = 160.10 (12" (r S.) (REMOVED) �(J BIF.F. = 196.32 I.E. = 160-08 (12" CPEP IN - w EX. F. H. B I-pi I.E. =-,159-9,3 (12"-CPEP OUT - N.) - ____RETROFIT W/5 0I STORZ FITTINGS 2 B 01 CAIpl) C)l 0 LJI 3 or I CL I ZIW 01 nl 01 0 ti w 1 .1---141 E] CL -i I Of I (Y A M>- UTILITY EASEMENT (TYP.) it, I 'i CL 0 3 (179') NO. 00 4mo NO. (IG 9) 3 (135') NO. E M. F. F. = 04.20 f95.20 CE E-4 LL) - F.H. 'E' (231') o z cfj 1 pq:30� EL RT. RT. c 0 00 I. z 0 Z S=9.E)4132(0.0401)(PUBL E C) C) E EX. c 0 = 164.47 a' j 01 CAIpl) C)l 0 LJI 3 or I CL I ZIW 01 nl 01 0 ti w 1 .1---141 E] CL -i I Of I (Y A M>- mmvr C.O. I.E.= 'o J L 200.1 MAX. MATCH LINE TO SHEET 25 1 '8 C-y o CO- I.E•' -r-ftrr-y R 55.7) LF 8' PV ..................................... . . ............... . PI .............. . ......................................................................... .......................................... 204M.-MAX .......... U ... ........... C.O., I.E.- -'6 PVC 0 7.60% 199-82 MAX. "C' STA. 1 994;(24+90.0), 0.41T. SSMH NO. 13, 48" r> �, '� RIM = X203.07) I.E.(MC) 49i?-(44(190.77) 0 PUBLIC ACCESS AND ... .......... ........... 1-1/2 Pit W.M. (LANDSCAPE, . ............ ........ ............... ...... ...... *...Svc . ........................................... . .................................... 17 (6) 3/4- W.M.'S 1H (E3LDGS. G & H, & REC. -SWIMMING POOL AND SP) 3/490 SVCS.) SHALL: BE CONNECTEI S NITAIRY SEWR 0 2, UTILITY EASEMENT (TYP.) it, I 'i C14 ul T- 3 (179') NO. Z NO. (IG "B' 3 (135') NO. 4 (193') M. F. F. = 04.20 f95.20 CE LL-I0 LL) - F.H. 'E' (231') o '133.5(134.5) cfj 1 STA. 15+64.78, C' STA. 22+42.14, Z RT. RT. B.F.F. = M.F.F. 205.52 00 I. z Z S=9.E)4132(0.0401)(PUBL C) C) o EX. V) 0 = 164.47 a' j < ILL IY 0 LE. r.l_ ci < 0 C) = 205.42 w B.F.F. = 196.00 = 160.10 (12" (r S.) (REMOVED) �(J BIF.F. = 196.32 I.E. = 160-08 (12" CPEP IN - w EX. F. H. B I-pi I.E. =-,159-9,3 (12"-CPEP mmvr C.O. I.E.= 'o J L 200.1 MAX. MATCH LINE TO SHEET 25 1 '8 C-y o CO- I.E•' -r-ftrr-y R 55.7) LF 8' PV ..................................... . . ............... . PI .............. . ......................................................................... .......................................... 204M.-MAX .......... U ... ........... C.O., I.E.- -'6 PVC 0 7.60% 199-82 MAX. "C' STA. 1 994;(24+90.0), 0.41T. SSMH NO. 13, 48" r> �, '� RIM = X203.07) I.E.(MC) 49i?-(44(190.77) 0 PUBLIC ACCESS AND ... .......... ........... 1-1/2 Pit W.M. (LANDSCAPE, . ............ ........ ............... ...... ...... *...Svc . ........................................... . .................................... 17 (6) 3/4- W.M.'S 1H (E3LDGS. G & H, & REC. -SWIMMING POOL AND SP) 3/490 SVCS.) SHALL: BE CONNECTEI S NITAIRY SEWR 0 2, 116 7 T. -E C.O., I.E.= 140 O EX. F.H. E 0. 78 MAX\ A '± T ' 1192.42 MAX, L B' STA. 18+08.72, 17 17.00' R T. �90 F. H. N0. 2 AUGNMENT PBO IM ...................... . .................................. . ............................... ............. ...................... ......... ..................... F MIN M.F I C::*C r. I T� ---I C.O., I.E.= � I -'. - 'B' STA 16+05-20�F23.59' RT. -, 191.76 MAX. I -- C.O., I.E.= 0 ) vV1 M M I f\j G 1-10 () L I C.O. --il94.98 MAX. SST A , 2+77.63,1 23.590 RT. 191.7 5* 'B' STA. 15+83.45, 2.21' 1 :--ND (MJ (s' ' ) 'C' STA. 22+55.88, 2.21 45- BEND (MJ) -OCK 1 -- 12 -FT-n- c.50&y1ry I.E. OCK 123.3 LF 12" D.I. CL. 52 L 31.3 C '52 A 27± LF PJ 10 co 15+61-74, 10.20' RT. CL. 52 8!� AND 22+39.18 11.89' RT. AUGNMtNb III! " A i2 x6 (MjxFQ 1 r," r- v f I "u. A 1�(5 F 12 ALLOW ENO H 1/4" M. . , � L �, -1 a- --� I - V.O� F.H. ASSY. 93 13 CKI THRO' `GH 12 1 I `' 6wr i Nil -4-G 4:3:3 0. c') P (0. 736) (PU13LIC 169.S(160.8) LF 8 PVC LF '2" D-1, CL . 52 [21 M. S 4 'B' ST 18+0 .7 5 00' RT. 6)- 3� '3/4 M BL�GS. A & B, M.F.F. 196.6 -J- - i "x E (FL) 3/4 S VCS.) B.F.F. 187.6 M.F.F. i (BLDG. DD 3, 0 .F. F. - 18 7.1 r: 1 - 12" UNIV. :L APTER 11 'PTA. 17428 49 23.58" RT. 189.15 1 E V. FL MJ) B.F.F. F. F.F. = 17 8.1 0 0 1 'C' STA. 2 �+04.�i - 8,28' LT. 9 80-15-/ 1 --�-j 0" IIIIIIII'El 11 - 5-1/4" M.V.O. M.V.0. Assy. 1 - 12" TE (FL) M.F.F. 196.75 M.F.F. 92-75- D CL 10 21 - 10" PL 1 12" VERT. CROSS (FLX JxMJxMJ) 12" G. FLxMJ), E LOCK B.F.F. 187.75 . -= I - 1* B.F.F. = 183.75 3 - 12- PLUGS (MJ) 'A' S TA. 1,7-%,\2+2C.3), 2.7' LT. 00 P PLUG V TOP PLUG W/2" TAP & 2- PLUG (MJ) 'B' STA. 15+55-.9, (13.4) LT. 1 - TEMP. 'B' S TA. � q-+ 16. (17 +19.1), 24. 0' LT. BOCK 3r- 2 BLOCKS 'C' STA. 22+19.4(20.7), 0.5' LT. 11 M.F.F. 'C' ST I. ��-(23+76.7), 32.3' LT. 0 191.45 'D' STA. :�2 I i 8 4(32+19.0), �"4.7)` LT. cy) 0 SSMH NO. 12, 48" . B.F.F. 182.45 M.F.F. = 193.45 SSMH NO. 11, 48" 0) P B.F.F. = 184.45 RIM =-19S.416(194.7 RIM =-I-�4-48(182.1 9) M.F.F. 186.86 III I.E.(MC) 1 5.38) co -190- C.O., I.E. B.F.F. 177.86 I E.(MC) 173.54) C-0 C-0-.-11E.= B 179.45 MAX. /173. 1 M MAX 8, 6" PVC 0 5.34% 0., I.E. C.O. I.E.= 00 173.85 MAX. 177.55 MAX. --- 6 15 PVC kI CID I n A' STA. 1 +5 2. £x(50-; 5), -z: _r9k3.57 T. 4 L PC' STA. 21+ 3.57)p LT. 180 D' STA. 31+5t',::�II941(50.45), P --5$(3 57) LT. ..SSMH NO. 10, 48" 4 ;Z::� Q:d RIM = 172.84) I.E.(MC) = 164.14) V 170 T- 2 BL EXISTING 10' SD ESkft. cq Ilk (P v �) I ; 'At 2-§G(2-2)' LT. ZC' STA. 20++6-2"-�(18.09), 72-4-f�G(2.2)' LT. �v 0 C14 'D' STA. 30++6-zFz-;(18.09), 24;9 (2.2)' LT. > 70 I 'TALBOT' STA. 121 X79, 03), I _j -4� 8.11- RT: co -SSMH NO. 9, 48" RIM = -462.6 (162.83) - ; .' D EXTEND PIPE AND RELOCATE 1. E. 134' CID EX. B. O. V. (m C) 155.88) C14 cq To E)(' EX. F. H. 'C', EXTEND PIPE AND RELOCATE TO BEHIND SIDEWALK PER CITY STDS. U- NOO*30'20*E 663.33 RETROFIT W/5 STORZ FITTINGS mmm L-7 ci JB 12pp-W 12*9 LLJ GRAPHIC SCALE 20 0 10 20 40 1 1 1 IN FEET I inch = 20 ft BUILDING PROXIMITY TO FIRE HYDEANTS BUILDING PRIMARY HYQ ANT 5EQO"DARY HYDRANTS) A NO. 2 (50') EX. F.H. 'E" (142') EX. F.H. 'C' (194') NO. 1 (218") EX. F.H. 'D` (240') NO. 3 (242') B NO. 2 (72') NO. 1 (166") NO. 3 (211') EX. F.H. 'C' (233') EX. F.H. 'E' (250') EX. F.H. 'B' (280") EX. F.H. 'D` (283') C NO. 2 (102') NO. 1 (104') EX. F.H. 'C' (169") N0. 3 (197') NO. 4 (292') EX. F.H. 'E' (294') D NO. 1 (41") N0. 2 (186') EX. F.H. 'B' (186) EX. F.H. 'C' (186') N0. 3 (239') E NO. 2 (18') EX. UTILITY EASEMENT (TYP.) it, I 'i C14 ul T- 3 (179') NO. 4 (227') NO. (IG "B' 3 (135') NO. 4 (193') M. F. F. = 04.20 f95.20 CE LL-I0 LL) - F.H. 'E' (231') 1234 69-64, '133.5(134.5) LF 8- PVC STA. 15+64.78, C' STA. 22+42.14, 17.00' 17.55 RT. RT. B.F.F. = M.F.F. 205.52 00 I. z S=9.E)4132(0.0401)(PUBL C) F.H. NO. 1 EX. CB - TYPE I RIM = 164.47 M.F.F. = 205.00 164 24-k LE. r.l_ ci < M�F.F. = 205.42 B.F.F. = 196.00 = 160.10 (12" CPEP IN - S.) (REMOVED) �(J BIF.F. = 196.32 I.E. = 160-08 (12" CPEP IN - 116 7 T. -E C.O., I.E.= 140 O EX. F.H. E 0. 78 MAX\ A '± T ' 1192.42 MAX, L B' STA. 18+08.72, 17 17.00' R T. �90 F. H. N0. 2 AUGNMENT PBO IM ...................... . .................................. . ............................... ............. ...................... ......... ..................... F MIN M.F I C::*C r. I T� ---I C.O., I.E.= � I -'. - 'B' STA 16+05-20�F23.59' RT. -, 191.76 MAX. I -- C.O., I.E.= 0 ) vV1 M M I f\j G 1-10 () L I C.O. --il94.98 MAX. SST A , 2+77.63,1 23.590 RT. 191.7 5* 'B' STA. 15+83.45, 2.21' 1 :--ND (MJ (s' ' ) 'C' STA. 22+55.88, 2.21 45- BEND (MJ) -OCK 1 -- 12 -FT-n- c.50&y1ry I.E. OCK 123.3 LF 12" D.I. CL. 52 L 31.3 C '52 A 27± LF PJ 10 co 15+61-74, 10.20' RT. CL. 52 8!� AND 22+39.18 11.89' RT. AUGNMtNb III! " A i2 x6 (MjxFQ 1 r," r- v f I "u. A 1�(5 F 12 ALLOW ENO H 1/4" M. . , � L �, -1 a- --� I - V.O� F.H. ASSY. 93 13 CKI THRO' `GH 12 1 I `' 6wr i Nil -4-G 4:3:3 0. c') P (0. 736) (PU13LIC 169.S(160.8) LF 8 PVC LF '2" D-1, CL . 52 [21 M. S 4 'B' ST 18+0 .7 5 00' RT. 6)- 3� '3/4 M BL�GS. A & B, M.F.F. 196.6 -J- - i "x E (FL) 3/4 S VCS.) B.F.F. 187.6 M.F.F. i (BLDG. DD 3, 0 .F. F. - 18 7.1 r: 1 - 12" UNIV. :L APTER 11 'PTA. 17428 49 23.58" RT. 189.15 1 E V. FL MJ) B.F.F. F. F.F. = 17 8.1 0 0 1 'C' STA. 2 �+04.�i - 8,28' LT. 9 80-15-/ 1 --�-j 0" IIIIIIII'El 11 - 5-1/4" M.V.O. M.V.0. Assy. 1 - 12" TE (FL) M.F.F. 196.75 M.F.F. 92-75- D CL 10 21 - 10" PL 1 12" VERT. CROSS (FLX JxMJxMJ) 12" G. FLxMJ), E LOCK B.F.F. 187.75 . -= I - 1* B.F.F. = 183.75 3 - 12- PLUGS (MJ) 'A' S TA. 1,7-%,\2+2C.3), 2.7' LT. 00 P PLUG V TOP PLUG W/2" TAP & 2- PLUG (MJ) 'B' STA. 15+55-.9, (13.4) LT. 1 - TEMP. 'B' S TA. � q-+ 16. (17 +19.1), 24. 0' LT. BOCK 3r- 2 BLOCKS 'C' STA. 22+19.4(20.7), 0.5' LT. 11 M.F.F. 'C' ST I. ��-(23+76.7), 32.3' LT. 0 191.45 'D' STA. :�2 I i 8 4(32+19.0), �"4.7)` LT. cy) 0 SSMH NO. 12, 48" . B.F.F. 182.45 M.F.F. = 193.45 SSMH NO. 11, 48" 0) P B.F.F. = 184.45 RIM =-19S.416(194.7 RIM =-I-�4-48(182.1 9) M.F.F. 186.86 III I.E.(MC) 1 5.38) co -190- C.O., I.E. B.F.F. 177.86 I E.(MC) 173.54) C-0 C-0-.-11E.= B 179.45 MAX. /173. 1 M MAX 8, 6" PVC 0 5.34% 0., I.E. C.O. I.E.= 00 173.85 MAX. 177.55 MAX. --- 6 15 PVC kI CID I n A' STA. 1 +5 2. £x(50-; 5), -z: _r9k3.57 T. 4 L PC' STA. 21+ 3.57)p LT. 180 D' STA. 31+5t',::�II941(50.45), P --5$(3 57) LT. ..SSMH NO. 10, 48" 4 ;Z::� Q:d RIM = 172.84) I.E.(MC) = 164.14) V 170 T- 2 BL EXISTING 10' SD ESkft. cq Ilk (P v �) I ; 'At 2-§G(2-2)' LT. ZC' STA. 20++6-2"-�(18.09), 72-4-f�G(2.2)' LT. �v 0 C14 'D' STA. 30++6-zFz-;(18.09), 24;9 (2.2)' LT. > 70 I 'TALBOT' STA. 121 X79, 03), I _j -4� 8.11- RT: co -SSMH NO. 9, 48" RIM = -462.6 (162.83) - ; .' D EXTEND PIPE AND RELOCATE 1. E. 134' CID EX. B. O. V. (m C) 155.88) C14 cq To E)(' EX. F. H. 'C', EXTEND PIPE AND RELOCATE TO BEHIND SIDEWALK PER CITY STDS. U- NOO*30'20*E 663.33 RETROFIT W/5 STORZ FITTINGS mmm L-7 ci JB 12pp-W 12*9 LLJ GRAPHIC SCALE 20 0 10 20 40 1 1 1 IN FEET I inch = 20 ft BUILDING PROXIMITY TO FIRE HYDEANTS BUILDING PRIMARY HYQ ANT 5EQO"DARY HYDRANTS) A NO. 2 (50') EX. F.H. 'E" (142') EX. F.H. 'C' (194') NO. 1 (218") EX. F.H. 'D` (240') NO. 3 (242') B NO. 2 (72') NO. 1 (166") NO. 3 (211') EX. F.H. 'C' (233') EX. F.H. 'E' (250') EX. F.H. 'B' (280") EX. F.H. 'D` (283') C NO. 2 (102') NO. 1 (104') EX. F.H. 'C' (169") N0. 3 (197') NO. 4 (292') EX. F.H. 'E' (294') D NO. 1 (41") N0. 2 (186') EX. F.H. 'B' (186) EX. F.H. 'C' (186') N0. 3 (239') E NO. 2 (18') EX. F.H. 'E' (140') NO. 3 (179') NO. 4 (227') NO. 1 (227') F NO. 2 (23') NO. 3 (135') NO. 4 (193') NO. 1 (200") EX. F.H. 'E' (231') G N0. 3 (52') NO. 1 (83') NO. 2 (110-) N0. 4 (163') NO. 8 (257') H NO. 3 (58') N0. 1 (82') NO. 2 (178') NO. 4 (201') NO. 8 (209') REC-BLDG NO. 3 (94 NO. 1 (120') NO. 8 (137') NO. 2 (230') NO. 4 (244') NO. 7 (285') NO. 9 (285') 5- 2993/0 AS-BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. RECOMMENDED ACTUAL LOCATION MAY VARY. FOR APPROVAL I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS-BUILT BY COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING BY CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY Mg OR UNDER MY f)IPPr'T CZ"D97MACIrw ON THIS By DATE e-% 0 W) `1 - 0 TALBOT V ROAD Zt. c4 'TALBOT' STA. 1234 69-64, 4.44' LT. 00 G -G- EX. CB - TYPE I RIM = 164.47 16 W CRA-TF-� 164 24-k LE. 156-2-' -- - 1699--W z I.E. = 160.10 (12" CPEP IN - S.) (REMOVED) I.E. = 160-08 (12" CPEP IN - Ln E.) 0 EX. F. H. B I-pi I.E. =-,159-9,3 (12"-CPEP OUT - N.) - ____RETROFIT W/5 STORZ FITTINGS 2 B ROLL 20,2 �R191 L. D DALEY-MORROW-POBLETE, INC. V1 A y 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 HONE: (253) 333-2200; FAX: (253) 333-2206 1325 ENGWYEERNG - SUIRVEYM ss�oNA L LAND PLANNNG incorporatiec� ' 9 JAN 2006 STAMP NOT VALID UNLESS SIGNED A DA TED -43 11 2"3/4:6) 0 L, SCAhNED MAY 0 12006 4