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S-276605
N a a° oN wz s= O 3E E- Q E_ G � O E m o� O II y� �o O _H _II i � ^ N BETWEEN STA 6 +65 AND STA 7 +30 S � INSTALL A 6 -8 FT HIGH STREAM SIDE BETWEEN STA 8 +15 AND ROCKERY WALL FOR ROADWAY WASHOUT STA 8 +50 NARROW NEW N 9' REPAIR AND STREAM BANK � AV4 N w d a Z s Ld Q L + "' a LL) Q z A Q `sj � � O z Of (D F- A (f) CD a U) j U LLJ �U L0 c}O F t Q Of Q cry W Z a a° oN wz s= O 3E E- Q E_ G � O E m o� O II y� �o O _H _II i BETWEEN STA 6 +65 AND STA 7 +30 INSTALL A 6 -8 FT HIGH STREAM SIDE BETWEEN STA 8 +15 AND ROCKERY WALL FOR ROADWAY WASHOUT STA 8 +50 NARROW NEW N 9' REPAIR AND STREAM BANK ROADWAY SURFACE IN WIDTH + \ RESTORATION AREA 1. SEE 4 C5 STA 8 +00, REPLACE 25 STA EXIST 6 "0 PVC `Z +23, REPLACE LF EXIST 4 "0 PERF PIPE j STA 8 +54, INSTALL NEW TYPE 1 CB (ON GROUND SURFACE) DRAIN PIPE WITH 20 LF, 12 °0 WITH SOLID LOCKING COVER. CONNECT W/ 4 °0 NON -PERF ADS CO WITH TED POLYETHYLENE _ EXIST 4" ADS AND REPLACE EXIST POLYETHYLENE PIPE. PIPE. MAI AIN 24" COVER AND 1110+20 4 "0 ADS UNDER ROAD WITH 18 LF OF CONNECT TO NEW CB 2% SLOPE N. INSTALL NEW 12 "0 CORRUGATED POLYETHYLENE PIPE, ROCK LINED I LET PER 3 BETWEEN STA AND STA 10 +55, CUT BACK BA K ON EAST SIDE OF MAINTAIN 24" COVER AND 2% SLOPE CS ACCESS ROAD REMOVE MAPLE STUMP MIN. PLACE 4 " -8" QUARRY SPALL AT STA 10 +46 (EXIST CEDAR STUMP TO RIP RAP AT OUTLET PER 1 O : - REMAIN) AND PLACE ON THE LOW WESTERLY C8 0 f v Ent J_ 7 m STREAM BAN, DOWNSTREAM OF 48" 0 -1 / PER- P,cE E ,,.w; } : l =- CULVERT, JUTE MAT SLOPE AND LLA �- m <�z mss; > > • F LOp InJB h TACT: U _ 77, 7 i // 11 11 11 f TI'1 2; Vc •T - \ �\ \ _ FCC a0'PLACE 4 ° -8" QUARRY s s:. 4 SECU R TO -. ' SPALL RIP RAP AT � zzs - �_ 42 / PER,/ 1 SLOPE PER 4 - T ', `C7 - - -- 1 - / C8 G a REMOVE SOIL BERM THIS i EDGE NEW ROADWAY F E ? � — - i - - STA 8+00, INSTALL AREA AND RESURFACE ACCESS SURFACE, TYP. e F - " -4- —_ — -i '� ROAD PER NEW TYPE 1 CB WITH SOLID 1 BETWEEN STA 11 +60 AND 11 +90 STA 10 +50��_ STA 8 +30 LOCKING COVER AND 14 LF, C5 V� INSTALL A 10 -12 FT HIGH STREAMSIDE CULVERT REMOVAL AND UTILITY _ CULVERT REMOVAL AND 1T °0 CORRUGATED POLY- INSTALL NEW SURFACING ON ETHYLENE PIPE. EXISTING PARKING LOT DRAIN PIPE y ROCKERY WALL FOR ROADWAY AND WALKWAY BRIDGE, AREA B. EXISTING UTILITY ACCESS ROAD, UTILITY WALKWAY BRIDGE, STREAM BANK STABILIZATION AREA 2. SEE 2 SEE AREA A. SEE 1 MAINTAIN 24° COVER AND TERMINATES THIS AREA_ MATCH PIPE SEE 3 ! C6 C5 C6 g% QUARRY SPALL L RIP RAP WATER TIGHT OCOUPLING (SUBMIT SHOP k C6 APPROXIMATE LOCATION FOR SETTING 0 OUTLET PER 1 DWG) AND EXTEND W/ ±50' NEW CORRUGATED POLYETHYLENE PIPE MAPLE STUMP REMOVED FROM EAST C8 WITH `WATER TIGHT JOINTS_ SIDE ACCESS ROAD. COORDINATE TERMINATE W/ QUARRY SPALL RIP RAP PER 1 FINAL LOCATION WITH ENGINEER. C8 EXISTING PROFILE © UTILITY l _ ............. .................. :..... ....:........ :....... .:.... ..............:... ....:...... .....- - - ---- -- --- - -- -- -- ---- - -- --- -- ACCESS ROADWAY 250 - - O _ ---- --- ------ -- - - 240 Q - _ — 266 Ld - /TWIN 36"0 CONCRETE z . ..- ,_: . ...... ....... ...:..... -- -- ----- ---------- ------ -.... --- ---- 5 (REMOVE THUNDER HILLS AND DISPOSE OFFSITE) U STREAM FLOWLINE 48'0 STEEL CULVERT Q . ......... . .. .... . ..... (REMOVE AND DISPOSE.. ... _ .. ..... - _ .... _ _ . _ ... . OFFSITE) 2io 200 I % ��G; 18]00 I fP lu f pt s /aant ' ExaiRES tt /a /zooz S -21766 SCANNL,) SEP 13 ZUOZ B B