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C2017 Westwood Profcs5 onul Services, Inc.
<br />Call 48 Hours before digging:
<br />{] - GOPHER STATE ONE CALL
<br />F Twin City Area 651-454-0002
<br />-� . 111 '` `�\ Mn. Toll Free 1-800-252-1166
<br />FES -145 1 ... -930.50 �...� \
<br />♦ 8 3 C Y CL • 3'RIP RAP -
<br />'t;_- 4.2 C.Y.FILTER MATERIAL =TEMP DIVERSION DTCH'\
<br />II
<br />01
<br />`♦ / t SEE DETAIL SHEET 2°r,
<br />931.33 _ END C. & G., `. \•\ .. \♦ t \` o
<br />Si ` \ CEI H-23 TEMP 1 \
<br />LIMITS OF PHASE 1 / CONC SIDEWALK / ;.` I GENERAL NOTES:
<br />\ STREET & UTILITY ~\ CONSTRUCTION /
<br />1 CONSTRUCTION `(TYP) I''• ���fff��� AT STA. 54+92 / \
<br />CBMH-236 `.. �`` RADIUS TO BE 6618 C. & G.
<br />i
<br />j 2 ♦, ` WITH 10' TRANSITION FROM
<br />1 8' BITUMINOUS TRAIL (TYP) *� 'c6NCRETE SIDEWALK (TYP.) \♦ ii`' \\ :.� SURMOUNTABLE CURB
<br />♦\ / •6.5' OUTSIDE♦PROPERTY LINE (TYP.) / r/i \\\ \ a� DENOTES GUTTERLINE ELEVATION
<br />STMH-146
<br />• �_,;- \� .rte +9 AT INTERSECTIONS
<br />♦ \ - ALL RCP SHALL BE CLASS 5
<br />/ 1 8 �(/� \ ♦ UNLESS OTHERWISE NOTED
<br />_ f
<br />ADJUST �ASTING (TYP.) , / / ♦ °' �.
<br />/ \ PIPE LENGTHS SHOWN INCLUDE THE FLARED
<br />930.05 >
<br />d� / END C. & G., - CONSTRUC r'ED. i� TEMP'.----
<br />/ f CONIC SIDEWALK RAMP `TYP END SECTION LENGTH.
<br />PJ_ . CONSTRUCTION .`\
<br />.; AT STA. 61+49 I ADJUST G.V. (TYP.) ` \. THE CITY OF HUGO DOES NOT REQUIRE
<br />d° o TRASH GUARDS.
<br />41 �i \\�•- . `/BMH-142
<br />CONSTRUCT PED
<br />CAS
<br />RAMP (TYP)� m� \.. TING NOTE
<br />1\\-•♦
<br />•,ROCK CHECK (TYP.) • - \ .♦ CATCH BASIN CASTINGS SHALL BE SUMPED
<br />`� \\,• ry \_ \ 0.15' BELOW GUTTERLINE MANHOLE CASTINGS
<br />• // `� Fid - l -1;9 ♦ \ SHALL BE SUMPED 0.05' BELOW PAVEMENT
<br />TEMP ` WOOD (FIBER
<br />2 �' "` ` "" ELAN (TYP-) ALL CB, CBMH & STMH WITHIN 10' OF
<br />B-141, I HORIZONTAL DISTANCE TO THE WATERMAIN
<br />SHALL BE CONSTRUCTED WITH POURED
<br />i INPLACE INVERT &SHALL UTILIZE WATER
<br />"' •. STOP GROUTING RINGS
<br />i Z • i !
<br />5 f 8 CBMH 37CBMH-138= -- - - �-
<br />SURMOUNTABLE CONCRETE - ,i' 3 I n i__.. � I NOTE:
<br />CURB & GUTTER (TYP.) 93-50, \\
<br />SEE DETAIL, SHEET 23�\ r'I THE VERTICAL DATUM OF THIS PLAN IS BASED
<br />ON THE NGVD 1929 ADJUSTED GEODETIC
<br />S,S,j; ,L� TEMP DIVERSION DITCH ^♦\ DATUM IN US SURVEY FEET.
<br />1 9 g '�F m \ ♦FE.T ; SEE DETAIL SHEET 22` \-
<br />�s to w ➢• �j 'j• ♦ _ I. NGVD=NATIONAL GEODETIC VERTICAL DATUM
<br />\/ 4 x • .s ♦ 931 3,
<br />A \ % I w f `J 2 .CBMH 235 ; MP CONIC SIDEWALK \ ,,� \\ - y�►
<br />N �:. , CONSTRUCTION
<br />'+\ ♦\ I , . .. AT STA. 54+92 • ♦ `. \
<br />j I OCS-147-BMH-236
<br />�k \ r -71
<br />�e
<br />..t '' ` SEE DETAIL, SHEET 22' _ - „
<br />~ * � -•, , j" J - - .-.i r `5-148
<br />FONDANT TRAIL NORTH
<br />960 960
<br />Iq M
<br />OHO rT ca.cD ➢M taN ,a 00 !6 Ma ,n.N <n N,M ,O iO mU] NO V1O Mia 6tn
<br />O OM O(V ON mN dON h� u P3 �� a P3 t`� n1n mN ]N nn keV In O
<br />p �M �M �M MM MM MM MM MM MM MM m -m MM MM MM MM MM 0Ch -
<br />- rnm .m rn rn rnrn rn.rn rnm rnrn rnrn rnrn rnrn m.m mrn rn.a� rnrn rn�rn rnm orm
<br />0' 50 100' 150'
<br />955
<br />955'_
<br />25' - 18 RCP 10, -18" RCP PROFILE A
<br />:CL 5 0 0.32% CL 5 ® 0.30% 945 _ _- 945
<br />50.00'VC
<br />H.P.:ELEV = 940.79 50-00'VC
<br />950 H.P. STA = 61+27.62 H.P{ ELEV = 938.37 STUB -3 950
<br />'PVI "STA- "61+13.96 - - 150... .. H.P: STA' = 56+85.00- CBMH-236 .r - (S) "931.33 PROPOSED GRADE (TYP.) -
<br />PVI ELEV = 940.90 L.P. ELEV = 00' VC PVI- STA = 57+10.00 CBMH-235 940 _,_ - . , _ .:. 940
<br />A.D. _ -2.60%6 L.P. STA = 58+45.1.3 PVI ELEV =--18 . 2241% RE = 938.93 '
<br />K = 19.26 - - PVI STA = 58+45.00 _ A.D. _ 35.34 IE N
<br />PVC = 60+88.96 K = 35.34 () = 931.36 ,
<br />PVT = 61+38.96 PV1 ELEV = 935.50 PVC = 56+85.00 IE (E) =:931.36
<br />945 A.D. = 4.02% 945
<br />940.40 � � - - � � � � � K - 37.79 -
<br />PVT - 57+35.00 � - � PROPOSED C/L GRADE (TYP.
<br />ELEV = 940.75 -PVC 5= 37.0.0 ELEV = 938.37 9355 935
<br />PVT = 59+20.00 :ELEV = 937.72 PROPOSED C/L SUBGRADE (TYP...� .. 44' - 24'1 RCP -
<br />ELEV = 937.01
<br />940 - ELEV = 937.01 35' - 24" RCP CL 3 ® 0. 8%
<br />940 CL 3 ® -5.77% 297 - 0.:RCP
<br />0.59%
<br />..... ... - ...�. ...... .. CL 3 ®0.18%
<br />2 1O �� : -0.60% 930
<br />.......... _93_0_
<br />_y01% - ... - I 92
<br />- RES=1934.00 RE H 933.80 -
<br />935 - - 935 FES -148 -_
<br />E (SW)5 9.39
<br />EXISTING GROUND TYR) ........ 15" RCP RCP. .. .. ...... yam.- - .... ....... IE W IE:(N ) - 929.47
<br />IE (E) 9300.00 E
<br />- OL 5- x-9.35% 1 -
<br />28 93 00 IE:(S) 929.47
<br />925 925
<br />- - -- FIFF'71
<br />CB-141 CL ® 1.99%119' - 15" RCP -------
<br />930 CBMH-CBMH-138 RE:. -.93.7.81 CL 5 ®0.50%. CMH -236 930
<br />.......... RE = 836:22.... RE = 936.83... .. IE : NE .. .CBMH-942........ .-. RE'm' 938:93
<br />25' - 15" RCP_ IE (E) - 931.85 IE N - ( ) = 933.81 RE = 938.22 -
<br />( ) - 932.07 IE SW IE (M) = 931.44
<br />CL 5 0 0.32%- IE (S) = :931.85 IE (W) 932.07 ( ) = 932.35 IE (SE) = 931.64 920 '
<br />IE (NE) = 932.35 920
<br />I.
<br />' IE (SW) = 931.76
<br />925 _ CB -139..... CBMH-138, 925
<br />RE = 935.65
<br />IE (S) = 932.1 915 1915
<br />0 1 2 3 4 5 6
<br />920 _ 920
<br />62 61 60 59 58 57 56 55 54 6608463STF05.d.'
<br />Adelaide Isle 07/141V s>ftt 15 OF 23
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<br />FNc"e lesx, 33�.s,sa rc33 a„ey.en,aN.e ---- ,w OP5 Adelaide LLC Landing Storm Sewer
<br />Fa. (8 N2 "'38?? Eden ireide,NN 55300
<br />to Fina 133e)sv-s,so ,vea,do3 sevxmdp.eom Jo1,a BmdQ - - - - - `- - -- - 1660 Highway 100 South, Suite 400 Construction
<br />Vd-ood Rofenioml s 1, uvs 07114/17 _ �.�. �n 43358 Remsd a..ra 4.ra.e� - SL Louis Park, MN 55416 Hugo, MN Plan
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