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" 9 79.98 G 7 CB FL=978.8 INV.=975.4(PIPE)- 973.4(SUMP) 9 9 CB TC=978.31 INV. -974.81 (PIPE) 972.81 (S[JMP) CB TC =977.45 INV.-973.95(PIPE) 971.95(SUMP) tb pond tb paid RCP FES 97i � =965.49 4b pond ►970.51 tb pond 969.77 tb pond 069.96 EXISTING f'4Nf) e \ . b pond > ).6 b pond 69.24 t tb pond 969.00 t ice VALE EDGE OF WATER tb pond r' 72 edge riprap _Zr65.81 edge ri1-- riprap 966.57 967.06 30 0 30 90 Scale 1 " = 30 ft LEGEND ■ EXISTING CATCH BASIN O EXISTING MANHOLE -Op-p POWER POLE *- EXISTING FIRE HYDRANT ®G.V. GATE VALVE Q7 SOIL BORING S8-1 CULVERT TREE (CONIFEROUS) 0 TREE (DECIDUOUS) a TELEPHONE BOX © POWER BOX - LIGHT POLE P NO. 176 CB TC=9 .68 =969.10(PIPE) 966.10(SUMP) - DENOTES RIGHT OF ACCESS DEDICATED fu UAkutA WUNt* o DENOTES 1/2 INCH X 14 INCH IRON PIPE SET WITH CAP STAMPED RLS NO. 12254 LEGAL DESCRIPTION LOT 1, BLOCK 2, HERITAGE COMMONS, DAKOTA COUNTY, MN 906 - EXISTING CONTOURS > > EXISTING STORM SEWER 0 U �- EXISTING SANITARY SEWER EXISTING WATERMAIN G GAS -MAIN G P -BUR P -BUR POWER (BURIED) T -BUR T -BUR TELEPHONE (BURIED) TV -BUR TV -BUR CABLE TV (BURIED) P NO. 176 CB TC=9 .68 =969.10(PIPE) 966.10(SUMP) - DENOTES RIGHT OF ACCESS DEDICATED fu UAkutA WUNt* o DENOTES 1/2 INCH X 14 INCH IRON PIPE SET WITH CAP STAMPED RLS NO. 12254 LEGAL DESCRIPTION LOT 1, BLOCK 2, HERITAGE COMMONS, DAKOTA COUNTY, MN 1• 9' 101 0 0 U > a� z s� z O 0 �o z Z Y w � Q W = a o a C) d 1• 9' 101 SHEET 1 OF 1 SHEETS 0 0 > . I z O 0 �o Z Y U Lj O N w W = a o o C) d SHEET 1 OF 1 SHEETS GRADING "=20'-O" AND UTILITY PLAN 202ND STREET WEST GDUNfiY ROAD 50 g;>6 \\ I I 1 1 11\\\\1 1 1 1 I I I 1 III I I I I I I I I I 11 11 II 11 II I 11 I �� 1 1 1 1 1 1 1 ► I I I I I i l l l l \\ \ 1 1 1 1 1 1 1 I I I I I I I I I I I \ \ I 1 \ \ 1 1 1 1 1 1 I I I I I I I I 1 1 \ V A 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 \ \ 1 1 1 1 I I 1 1 1 1 1 I I I I I I I \ 1 1 1 1 1\ 1 1\ 1 1 1 1 I I I I I I I \ \ 1 1 1 1 1\ 1 1\ 1 1 1 \ 1 1 1 1 1 1 \ \ I II 1 1 1 1 1 1 1\ 1 1 1 1 1 1 1 1 1 \ 1 I I I I I I I I I I 1 1\ 1 1 1 1 1 1 \ 46EMENT FOR I I I I I I I I I I I I I I I 1 1 1 1 1 \ 1 I I I I I I I I I I I I I I I I I I I \ 1 I I I I I I I I I I I I I I I I I I II II i A V A I III I I I I 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 I I I I I I I I I I I I \\\1 I III I l l l l l l l l i i l l l i l l II \\ 1 1 1 1 1 1\ 1 1 1 1 1 1 1 1 1 1 \ I 1 \ 1 1 1 1 1 1 1 1 I I I I I I \\ \ I I I I I I I I I I I( \ I I I I I I I I I I I I I i► II I I I I I 1\ I I I I I I \ I I I I I I I I I I I 1 1 1 1 1 Ir I I I A \ 1 1 I 10 co ( I I I 1 1 1 «, 1 11 II Il o f II II rn �\\ 1 I III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ 1 1 1 1 1 1 1 \ 1 1 1 1 1 1 I I I I I I I I \ I II ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I►( I I I i l l i i I I II I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 I II I �I I I i► i I I I I I I I i 11 II I 11 11 11 I ( I I I I I I I I I I I I I l l l l l l l I I III ( I I I I I I I I I 1 1 1 1 1 1 1\ 1 I ( I I I I I I I I I I I I I I I\ \\ \ 4 CT 75 cd 0 0 I GENERAL NOTE5: - VERIFY 4 LOCATE ALL UNDERGROUND PHONE 4 UTILITY LINES PRIOR TO ANY EXCAVATION. - SEE MECH. 4 ELEC. DRAHIN65 FOR ADDITIONAL INFORMATION RE6ARDIN6 517E UTILITIES. - BARRICADE OFF CONSTRUCTION AREA AS REQUIRED KEEP CONSTRUCTION AREA TO MINIMUM. - SLOPE 51DEWALK5 4 GRADE AWAY FROM BUILDING TYPICAL 1:20 MAX. SLOPE. - MATCH/TIE NEN GRADING INTO EXISTING GRADING. - GUT 4 PATCH EXISTING BITUMINOUS PAVING, GONG. CURBS 4 510EHALK5 TO MATCH EXISTING. - ALL MECHANICAL 4 ELECTRICAL EXP05ED PIPING, 6RILLE5, CONDUITS, etc. TO BE PAINTED. - PARKIN& STRIPES TO BE PAINTED 4" HIDE AT q' -b" O.G. 4 18'-0". - GONG. 51DEHALK HIDTH5 TO BE b' -O" HIDE w/ 5AH GUT CONTROLS JOINTS ® b' -O" SIM. FIBER JOINTS ® 20'-0" O.G. KEYED 51TE PLAN NOTES: O ACCE551BLE PARKING SPACE SIGN SHALL BE LOCATED CENTERED AT f HEAD OF AISLE MOUNTED ON A / 2" 50. ALUM. PIPE STD. 4 40"460" ABOVE ADJACENT PARKING SURFACE. OZ VAN ACCESSIBLE A15LE SHALL BE SIMILARLY SIGNED AT LOCATION NOTED. O3 PROVIDE UNDERGROUND PIPES FOR LAHN SPRINKLER - VERIFY w/ SPRINKLER CONTRACTOR. NEW CURBING TO -- LINE UP w/ EXTG - TYP. GRAVEL AREA FOR CONSTR. LAY GRAVEL DOHN AT ENTRY HAY DURING CONSTRUCTION - TYP GRAVEL TP BE 12" DEEP - VFY. 326-6 61/I6" LIMITS OF CONSTRUCTION ,0 INSTALL 51LT FENCE ALONG .yo ` ALL PROPERTY LINES 4=' - i _ ----_ - --_- -- ----- ----_- -- _---------------- — ----,_ ----1 I I -� - -� 25' POLE HITH 400H RECTILINEAR, SHARP I I CUTOFF FIXTURES HITH FLAT LENS. I LT. I POLE F Y6 II I I I � I HE LED FIN51H - TYP AT ALL SIDENALK5 I NEH FIRE HYDRANFa T ,LO'� I - SEE MECHANICAL �4" REINF. GONG. ON BROOM FINISH TYP AT ALL 51DEHALK5" COMP. SAND TYP. I O" I - ----- - - --- ---- — I - - - - - - -- - --- ---- VFY.--_---- -- - I I - - - 5 Af.l c� AI.I 6A L _J 9 -- =-- VFY. 4" REINF. GONG. - --- - -- ------ - HALK ON 6" COMP. [5bl' TUM ON SAND - TYP. - SEE " COMP GRAVEL 5 DETAIL 2/AI FOR TYPIGAL AI.I - - - - - -- -- I --- ---- 3" BITUM ON --- - _ = 51DEHALK FINISH. LT. - - ---- _---- - b" COMP GRAVEL Tl'P N POLE - -- TYPICAL I (41" = 1:12 SLOPEFLARED SIDES ® II >1 o IS' -O" I I Z--�: F- z I TYP I LT. 6 >48" = I:10 SLOPE I:10 MAX SLOPE O ------ - ��-------- POLE BROOM FIN15H - TYP AT AL 51DEHALK5LL1o I o 2 HANDICAP CURB D ETAI L o 16'-8 I/4" 51'-4" 1.1 1/4"= 1 —0� � I VFY. - o I Q 4" OD. PIPE BOLLARDS VFY FILL PIPES w/GONG- I AI.I PAINT- EMBED BOLLARDS I -- -- - - - k------- I - - - - - - - - - I ►� u� - i IN CONG. H/ 4" GONG. EXTG CURBING o 4 PAINTED I ROOF u t °u d - TYP. - SEE PLAN FOR n iia , LOCATIONS - VFY. Vr/ BANK 3 -' TO REMAINSTRIPES - . TC EQIP. SUPPLIER. iQ'!GP. RAMP u AI I 4" REINF. GONG. ON LuI SEE 2/AI 6" MIN. COMP. SAND I -- --� - F.F.E. = 100'-O" -EXTG GONG. O O r _ 51DEHALKF -'--- i 4 I SEE i/A2.2 FOR 5" GONG. SLAB w/#4 ( Q Q I I ROOF PLAN i I --i`-------- -i io ® 12"o.c. EA. HAY a i I I 6 GONG. ON - i i �����ts � [I rb" MIN. &RAVEL BASE ---- ___- _ - f i •Iv' I 6" COMP GRAVEL I TYPICAL �� o`�a WI I L J o 0T0 2 0 00 0 of _ - I 4 00000 I 18'-O° ( AI.I Oo a i �, ao I TYP. `T = -- - i i 3" BITUM ON #3 ®12 "o.c. J 6.. GOMP GRAVEL I r -- - 0 AI.I ` I --- -------a LT. I #3'5 TOP 4 BOT ��� - - I= I " - TYPIGAL D CONTINUOUS 5 -4 POLE _ _ I LT. �� POLE O o -- LT.hill VARIES hill / - -- - - ( POLE 3 SECTION @ ISLAND ; - -- ---- - 4HALK' ON 6" CONC. O.MP. SAND - TYP. - SEEII d 5 4 tea, DETAIL 2/AI FOR AIA AI.I b„ SIDEWALK FINISH. 4" REINF. GONG. ON ( I I b" MIN. COMP. SAND I O l LIMITS OF CONSTRUCTION - TYP BROOMED AND WELLED FIN15H I INSTALL SILT FENCE ALONG 15'-O" HIGH PYLON CONCRETE CURB 4a I ALL PROPERTY LINES Bb -12 DE516N TYPICAL- SIGN SUPPLIED BY - I MATCH EXISTING 3 'AD• � � I I OHNER - SEE ELEG. o PROFILE ° � I DH65. FOR POHER N I rC I READ. EXTG PATH ``' -'-------------= --- _ - - - - ----- — - - - - - ----------=------------- =--- a ,A- BI TUM. ON COMPACTED 6„ GRAVEL- TYP. SEE PLAN VERIFY CURBDETAIL 1 1/2"=l'—O" CONCRETE CURB 136-12 DE51ON TY = MATCH EXISTING PROFILE m BITUM. ON —, COMPACTED b GRAVEL- TYP. SEE PLAN. VERIFY � CURB DETAIL 1 /2"=1'-0" 51fiE PLAN 1 =2u -u 202ND STREET NEST GOUNfiY ROAD r�-)O 408'-& 115" cel cd � ui cd r: cd A1.1 R 1 0002 R -W102 1 Q w CD OUJ -� w � � z ME w W z oCD --� Co Co 3 LU U3 U3 Lu A1.1 R 1 0002 R -W102 1