607 RIVERSIDE RD 2020-09-18 - Laserfiche WebLink

SEE SHEET C4.3 FOR CONTINUA0ON - I NOTES: XI Z SANITARY SERVICE POC fi'I s I CONTRACTOR SHALL VERIFY ALL UTILITIES 1. CONTRACTOR SHALL VERIFY ALL UTILITIES IN FIELD PRIOR TO Q GAS SERVICE POC I T_ I IN THE FIELD PRIOR TO BEGINNING WORK WORK. ^vl; I F 0 2. ON-SITE LAYOUT IS INCLUDED TO COORDINATE DRIVEWAY vl c... I WATER SERVICE POC , ❑ s 1._ 4o LOCATION Ac SERVICE UTILITIES. ON-SITE DESIGN IS SUBJECT 1 inch=20 ft.HORZ TO CHANGE AND WILL BE DESIGNED AND PERMITTED UNDER A WI N s e-1) N 0 2.5 5 10 SEPARATE BUILDING PERMIT. Q 1=it'I o LOT 3 �' t 1 �� I SD UFT STATION #5 1..1 T I I 1 inch=5 ft.VERT 3. TYPICAL TRENCHING EXCAVATION SHALL CONFORM TO COE ® HI= L4 STANDARDS. PIPE TRENCH BACKFILL SHALL CONFORM TO COE ® U .:`.`' STANDARD PLANS 614, 615 AND 620. 35 LF 12" ¢ I ii / ._....--.... -.. I I 4. PIPE CONNECTION OR RECONNECTION TO EXISTING STORM SD®CB #1 1 O' I Il STRUCTURES PER COE STD DWG NO. 616. , SD POC I I LOT 5 FLOW INTO UFT o o / STATION 5 oi 7 CB 15" IE 9.00 / r 6'FORCE MAIN 374 LF w�+ I I r �� CO /6 26 LF B" C900 PVC SDA 0.5% 15'C900 / I I F '\I y 26 LF 8"C900 _CB #5 a N PVC®0.4 '/----At), � / < ri 4. PVC SD®0.5% _ _ i� o { �m I.-moi- - -- - - -- - - H_ tom. Eg III ee I -. _ .I n 1. 1 11 w- W -ew` wat A w w . _--n .: A- " - - • i - a W w '- ( :,1 0 0 4000 $ 1UO N} ` 42+W 43+00 -1 I + 45+UU - o N z _ - - - c G G - . ,R 8`TH STR 1 n v I Irl . } aG:2 �o • N .,R �I I i 1. ,.. SD SD Fj 5 ..< � I nem.s x O !I 11\_ Q 1 IIIL �',(�7y /01 W N (g + CB 7 LOT 8 ► \ 7R,-3p Rx30, ■ CB J4 I SDMH #103 \\i(vWi N 1 Q I �I- 35' �1 CO #2 + I 26 LF 8"C900 PVC SD SEE ELECTRICAL PLANS I I L SEE SHEET C4.4 FOR CONTINUATION 30 HP STA. 42+30.68 LP STA.:43+66.26 A. 44+29.150' 30 HP EL=13.10 + LP EL=11.54 LP EL=11,54 + PM PVI STA.42+40:00 * PVI STA. 43+61.60 PM STA 441-35.60 PM STA.45+00.00 25 PM• EL V3. 17 -Noss SLOPE2%GR1%OSSS TRANSITION 1% 0%CROSS SLOPE CROSS 0% 1%C oOSy SLOPE " CROSS SLOPE pm ELK12.99 CROSS SLOPE 25 0 o K=21.35 K=:10.68 SLOPE K=7.1 K=15.18 20 5 'n. S JI ¢ M ¢ II -- II - JI ¢ c. 6 ,, , JI G - .¢ 11 O d W � W V, W V) cn N W N .- N � N W � W • N W (/J W 15 � C_ n'_. a aJ 0- 1-,I 0- a' a 15 -1.50%' I a ' y A : 1.37% % -0.50% 2.31% 0.509 n - 374-1f'6"'€Mo-=D:59r - - grl 0.50% 0.00% 1 p { ®0.73% 10 - 63-LF-12" SD 0 134 LF 12"SD 0 0.50% : T 132 LF 12"SD 0 0.50% SDMH P103 TYPE 2-48", CO y7,TYPE 1 CB 6, TYPE 1 • • CO 5; TYPE 1T CB #2, TYPE 1 'I' CB #1, TYPE 2 STA:44+55.86 • 5 STA. 41+00:00 STA. 40+99.95 STA:42+33:84 STA.43+66.26 STA:43+66.26 RIM 11.89 5 • RIM 12.17 RIM 12.93 . RIM 11.34 RIM 11.34 12"IE 8.82(N) E I $IM12.17 IE 9.67(N) 8°IE 9.54(S) 12" IE;8.54(W) ' 8" IE 8.70(N) 12"IE 7.88(W) I 15"IE 8.82(E) CB #28A, TYPE 1 12" 1E:8.54(E) 12"IE 8,00(E) CB 14, TYPE;1 CB Y3, TYPE 1 12" IE 9.21 (E) g STA. 25+49.46 SD LIFT STATION 5 8" IE 7.89 (5) ;STA. 44+29.15 STA. 44+29.15 0 RIM 14.00 STA. 43+58.57 0 6" IE 11.50 B" IE 8.10 (N) OUT 12"IE.7.85(SE) N) 8" IEi8.46 (S) ' 8"1E 8.70( 12" IE 8.46 (W) E }2" IE 9.50(5) 6R"FM IE 9.30(W) 12" E 7.92(NW) RIM ]1.34 RIM 1 _5 , _ -5 2,2 ti 39+70 40+00 40+40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 43+60 44+00 44+40 44+80 45+20 45+50 PERMIT SUBMITTAL - MARCH 2017 1 - - - PROJECT ENGINEER: SCALE: 1 Call 811 PORT OF EVERETT DWG. NO. • C. BORZIO AS SHOWN C4■5 IWO business da o G C/ \ before you dig 0�4�°'',,..n, DESIGNED BY: ASRIVERSIDE BUSINESS PARK 3-0-0-031-01, N �� O O , / / CIP N0. 3-0-022-01, r' C. RAP 3 DATE: 2017 .,, 16015th Avenue,5uite1600 / ��> DRAWN e: CHECKEID e: PUBLIC ACCESS TRAILS AND s-o-o,e-o1 \� Seattle,WA 98101 / �� �� l<13ff206.622.5821 • '� 1p, •��' T. DEWITT A. CSNEROS ROADWAY IMPROVEMENTS PROJECT P.O. BOX 538 www.kpH.com • 'pooPSe is-rt 'G�40 APPROVED BY: NO• PA-RS-2017-01 o, EVERETT, WA 98206 sAAAL0• 8TH STREET GRADING AND (425) 259-3164 PROJECT NO. 1600312 No. I DATE BY RE 1SION I NO. DATE BY REVISION DRAINAGE PLAN AND PROFILE SHEET NO. OF 65 4