Laserfiche WebLink
LEGEND <br />EXISTING SANITARY SEWER <br />EXISTING WATERMAIN <br />PROPOSED SANITARY SEWER <br />PROPOSED WATERMAIN <br />PROPOSED STORM SEWER <br />PROPOSED HYDRANT <br />PROPOSED GATE VALVE 30 0 30 60 <br />I I PROPOSED BITUMINOUS SCALE IN FEET <br />i <br />\\ <br />/i .I <br />v <br />r^ <br />\\ v <br />\ <br />1 \ <br />>> <br />*009 <br />50, % <br />\1 / 1 i• <br />e e <br />in o <br />m m <br />v� <br />N <br />a Y Y M N <br />�0Oa CO 00 CO <br />08'148=(MS) ANI <br />09'148=(N) ANI <br />OS'Z99=(MN) ANI <br />ZS'S09=WIN <br />e 6005 <br />£2'199 <br />rls9 <br />I ed <br />L9-,SB <br />Ia <br />I 00609 = ) AOl 60100 <br />00'649=(35) ANI 0'159 <br />00'109=(N) ANI <br />01'159=(M) ANI <br />91'159=WIN <br />' <br />- <br />a <br />a <br />0w <br />N i <br />w N <br />STREET & STORM SEWER <br />CITY OF RAMSEY, MINNESOTA <br />RIDGEPOINT <br />o.a <br />+O <br />N... <br />0 <br />•=. 1 <br />L00S <br />1 01'159 <br />1'150 <br />I� <br />S <br />00'009=(S) ANI <br />01'959=1410 if 9LZS9 <br />9005 9'059 <br />a <br />o v� o n <br />2 Q Y (M ( <br />m <br />REFERENCE NOTES: <br />0 RECONSTRUCT BITUMINOUS DRIVEWAY. DRIVEWAY SHALL BE <br />CONSTRUCTED WITH A MINIMUM OF 2.5" 40B OVER 4" CLASS 5 <br />AGGREGATE BASE. DRIVEWAY PAVEMENT SHALLHALL BE PAID PER ITEM 26 - <br />TYPE SP 12.5 WEARING COURSE MIXTURE (3,6). <br />2O SEE SHEET 9 FOR TRAIL PLAN AND PROFILE. N <br />O3 CONCRETE PED RAMP. PED RAMP SHALL BE PAID PER ITEM 65 - 6" <br />CONCRETE WALK. <br />,30 0 30 60 <br />/ �� IN FEET <br />/ j <br />/ / 0_1_4F <br />-,8006 7 \LE\ <br />/ \ <br />/7 u,�C 5+�pp0MATCH EXISTING SURMOUNTABLEIPAVEMENT AND / CURB (TYP)CURB GRADES// r <br />_..... / =— 5005 - 7 % <br />00„,,,,,_'\ Q / Ak4�>> <br />L_ 5007 <br />414,, -I'''''''''''');„0, ----'7.-___„______ <br />,y ^1 1 1 R730.3' i <br />5002 SEE SHEET 13 �EI C)------' — . A < 5 <br />» "YN-i----- <br />410 <br />`D J <br />T <br />r, I ` » » 5004 ---------1RI V .� .. / <br />tit <br />;00 .rr _�` _ r_ <br />- -- 5003 I INSTALL -219 sr 1 I \ \ <br />0 ___—` r-TRONCATED DOMES II II II II 4 \\ \ <br />INSTALL _ �I I II II I \\ \ <br />SALVAGED/r--- 1 I I I \ <br />/ MAILBOX I I I PROPOSED 10' Q II 1 3 I II <br />1 1 I BITUMINOUS TRAIL I II II I <br />/ 11 I I 2 I 11 <br />1 I I I I ,. <br />1 1 I I.-'-iZ. <br />I I <br />LEN <br />^ b m <br />m m m <br />19'LS9 = A313 <br />N o v Y N t�i'69m,, <br />m m m m m <br />I llII1 0009 <br />II <br />00'149=d1,111S <br />00'649=(3S) ANI OL 900 <br />1'ZS9 <br />// 00'LS9=(N) ANI <br />101 <br />N. <br />c <br />'^ <br />0 <br />a <br />r1 <br />`,3 <br />a <br />I HakanAnderson <br />Civil Engineersrs ond Land Surveyors <br />171 3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson-anderson.com <br />- <br />- LS9=(M) ANI <br />91'LS9=WIN <br />L00S <br />1 <br />£8'159 <br />9'059 <br />08'199=414NS 61'959 <br />109'LS2=(3) ANI <br />' 09'109=(N) ANI 9959 <br />109'159=(M) ANI <br />-iHLLF 15" RCP <br />O D III 93LLF 15" RCP <br />e <br />00'90+4 = V1S <br />X <br />Lf'909 = A313 <br />/ <br />/ <br />61'109=W10 <br />SODS <br />0£'909 <br />VLSI] <br />00.909 <br />0'999 <br />09'L59 <br />O'909 <br />OL'OS9=d110S <br />OL'ZS9=(3) ANI <br />OL'ZS9=(M) ANI <br />1 00'f5=1S)=AWNIN SSLS9 <br />9.959 <br />4005 <br />90'99+£ = VLS <br />e <br />Xci <br />5 0 <br />2! <br />ur <br />e <br />e <br />$ <br />a~ <br />a <br />_ <br />- <br />-_ - <br />-_ <br />ADAM 11. 11 <br />Dote 12/29/14 Lic. No. 51317 <br />e <br />14 <br />.-O <br />I <br />6Z'LS9 <br />l• LS9 <br />40'159 <br />0'109 <br />05'L99=d6OS <br />05'£59=(3) ANI <br />OS £S9=(S) ANI <br />S0'909=910 09.959 <br />ZOOS L'9S0 <br />55'958 <br />ad <br />rc <br />f <br />u <br />' <br />1 <br />a <br />'� <br />l <br />P waors zoz291VbMPAOozce1\1rV418dAsro roa V —o A <br />