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sp-1147al 2-- 00 12.5' 21,.8' , POND 'A" BTM EL= 1981.30 AREA =3779 SF 5 _..... - 'P r B DRY Rik! F� 1981.80 MIN. 2`' . SEPARA BETWEE`< WRYWELLS 9 ?5.6 r = ` 4+ :56.38 14+33 1915.55 ( 14 GRAPHIC ALE 16' 3 iAIf AGE AND ACCESS EASEMENT ( IN FEET ) inch = 50 1 inch = 10 ft. FINISH GRACE - 4 GR UND SURFACE --- - -_ - EXISTING GROUND SURFACE ELEV: MS I GRADE. ELEV. POND 'B" BTM EL =1983.75 AREA= 704 SF 1 - E "8 D RIM EL = 198425 5.59 .E7 OS PC CPEP :'00'00 " E '16 +00 ARR E AVENUE 18 +00 S T 3 +36.2; R..w 14+36.98 14 +36.98 4 +36.98, DRA EASEMENT LJr SCR TION U) • TYPE 2 GRATE INLET TYPE 2 GRATE INLET T'r'PE 2 GRATE INLET ____PIPE OUTLET SOOT TYPE 2 GRATE lNL ET TYPE 2 GRATE INLET PIPE OUTLET 1980 1988.35 1988.13 988.13 N/A 5.34 1985,34 _ ' 2 CPEP ® 1.0% L =10' 2 CPEP 0 1.0% =26' -... - �u�kVW��r'Y'iJl V i � VWUi��iYYYWYUU Vii ?NV ERT ELEV. 1986.15 1986.05 1985.79 1984.24 1 982.68 _1982.42 1981.76 uu uruuV u CONSTRUCT ION" NOTES De completed within the "1991 Standard Specifications Construction as promulgated by the Washington State =d the "Spokane County Standards for Road and Sewer Construction 1992 ". and as arrme(c :ed. 1. All items of constru :ti©rn for Road, Bridge, and Munici Department. of Transportation 2. Location: of existi Li tilites Shall be responsible for locating relocated prior to constructior 3. The Contractor is require . plans on the job site whenever 4.. For construction of e`rywei1s between the dryweli barrel and and the native soils. 5. if the contractor discovers encountered, the Contractor County Engineer's Office. 6. Prior to si? e construc Ca ?! the underground utili 7. Curb data 8. All signage mu =st conform to Ck r T Cur DEVEL OPER'S APPROVAL DATE odr1 on these plans W:► e approxirr ate. The Contractor underground utiiitie:... Any conflicting utilities shall be road and drainage ftic.ilities. ve a complete set the approved road and drainage construction is in pt ogress. discrepancies between the plans and ex stin n mediately notify the Design Engineer and tilter fob - ic (Amoco 4545 or approved equivalent) ached drain; rock, and between the washed drainrock actor is responsible for locating underground rice at 456 -8000 before you dig. .imension. of Cr ;form Traffic Control Standards .t1.T.C. r�ruW�� rV't 2" CLASS „yr' ACP 4 CRUSHED ROCK TO COURSE TYPICAE R OAD SECTION ..... ...... .. PED PATHWAY conditions e Spokane CALL EFORE YOU DIG 456 -8000 w D ww Z U 1 -il < 0 Z Q Q r m 0 z U