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<br /> 8612 CONC. CURB & GUTTER ~ d
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<br />30 ~ 30 ~0 /7r
<br /> \ ~ 1/2'r
<br /> - - - - - - - - - b 3 ~ er it
<br />ca e =
<br />I PROJECT BENCHMARK; ~ ~
<br />TOP OF SANITARY MANHOLE;
<br />I ELEVATION = 914.70 - I I I I 1 - ~ ~ ~ 1r ~ ~
<br />,
<br />_ , ~'C ~ CURB OPENING SWILL. BE 2.O' WIDE. - - ~ - - - - - - - - - - TAPER EACH END TO MATCH FULL CURB ~
<br />rc, ,,I. fr".. ~ ~~N. SAN' HEIGHT WfTHIN 12", LONGf1UDINALLY. ~ o
<br />f, I i i. p ~31~n1 _ ~ CURB OPENING
<br />I • \ I O
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<br />. /r _ a ~ € ~
<br />PROPOSED CONTOURS • ' ` ~ . , 5. i f y , i ~ , . i c 5~,
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<br />- - xISTING CONTOURS f 5. _913_.__..... E ~ ~
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<br />> > EXISTING STORM SEWER ~ 1 I RNISHED GRADE. ~ o
<br />- ExIS11NG SANITARY SEWER I ~ F ar F -1 f ai E E I ~ ~E 50_ _ YN~TU~WS2I~EA TYPE 41A _
<br />Exi$TING WATERMAIN PRO)P.- I . I 4
<br />SCAPE t LANIO i ARC # ~ _ _ _ 6~ CLASS 5 AGGREG. BASE, 100 CRUSHED
<br />i i ` _I I I.~ MN/DOT SPEC. 2211, COMPACTED TD AT LLEEAAST t00X STD. PROCTOR DENSITY.
<br />EXISTING CATCH BASIN i ' - EXIST. SPOT ELEV. ' _ J ? , I ~
<br /> ~ CONPACTm SUBCRADE ~"7 ~L.,~ Q
<br />cuLVERT 1 ~ ~ 0 Exls'nNG MANHOLE 9 I ~ I ~4, Il
<br />i -0- POWER POIE TREE (coNiFEROUS) ' ~ PROP. 8612 i ~12 BITUMINOUS PAVEMENT
<br />PP , - - I CONC. CU ` z
<br />~ ~ I I ~ GLJiTER A TREE DECIDlKH.1S~ ' ! x ~ 4. ~P EXISTING FIRE HYDRANT ~ 1
<br />G ~ _ 9~~ 1 ~ ~ _,~l-- a
<br />m SOIL BORING j TELEPHONE 80X Q ~ - $ - ~ , _ i
<br />SB- i ~P 15. i ~ 5. T. - - ~ r p POWER Box ~ \ .
<br />~ ~ ~ ~ PROP. ,OFFICE LDG. w
<br />UGHT POLE C+ s ®G.V, GATE VALvE Q~3' of % , - - - -NOTE: REMOVE TDP OF EJUSTING BERM AND GRADE TO
<br />~ , i DRAIN TOWARD THE LOW ARfA SOlliMMEST OF THE H
<br />o~ I jT/BLKII. 916.14 1 1 ~ ~ .W. LINE _ ~ GARAGE R 0 - ~ PROPOSED DRWNACE ARROW FL.=915.81 t.O.W. `~NE , i PROPOSED BUILDING.
<br />~Q~ .1 , ` ~ i
<br />~ ~ 1 5. T A G~ ( 1 S, ~ i ~ I
<br />PROPOSED SPO ELEV TION \S' - PED, RAMP
<br />I ' ~ ~ ~ ~ ,
<br />SLOPE 5 ~ ' 30~ I ~ - '1 1 , , ~ 3~ ~ ~ ~ ~ ~
<br />SOME EXISTING LmIfTY INFORMATION HAS BEEN FURNISHED BY THE CITY. ~ I t2t 5' I
<br />. , I PIROP. ,BTTUMI ~ ° P ~ 1 } c> i ~ x ~ <Y
<br />- SJ ~ - 3 N . S~ ~ / ' !CURB OPEN I 917 _ - ' ~ ~
<br />~ ? I - 4 917_._ ~ ~ ~ , ~ ~ Z W G~ 1~ H U
<br />I k 4. 1 1 I
<br />\ 9 ~ .I- ' Ac F ' ~ ~t . TRASH BIN ~ s, i~ ~ ~ rw,. ~ ~ Z Z
<br />~ , e c ~ o ~--PROP. 8612 x 1
<br />POSSIBLE I l _ / _ ~ ~ Z
<br />~ ~ j.._. " ti At GLITTER BORROW I ~ ! / O ~I ~ Q~
<br />A ~ ~ 3 m
<br />INF ~i2VW L ~ t. r ~
<br />~ ~ y y 1 ~ ~ o W
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<br />'t. I
<br />r - J-- ~
<br />. l ~ - - I 913 - _ - ~
<br />I ` -APPROX. LEASED AREA LIMITS ~ 9 Io ~ _ rs 91b~ 1 }
<br />I ~ M ~ _ ( m
<br />I
<br /> - - -r-- - - - -
<br />1 ~ I _
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<br />. r~ / .f I g I ~'r^ ~ ~ l
<br />I- _ J I la / KS
<br />f ~ I CE RAi~ROAD tRAC I
<br />~ ~ TERLINE OF INP1A I cEiJ i I O
<br />r. I ~ I 1 GENERAL NOTES:
<br />i I r ~ . , I _ z a
<br />1. CONTRACTOR SHALL FlELD VERIFY THE LOCATIONS AND ~ a
<br />~ti~ I ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO STARTING GRADING OPERATIONS. THE CONTRACTOR SHALL ~ ~
<br />' ~ -NOTE; CJIRE SHALL 8E TAKEN TO SAVE TAKEN TO SAYE EXISTING OAK IMMEDIATELY NOTIFY THE ENGINEER IF ANY DISCREPANCIES ARE FOUND. ~
<br />TREES, NO EXCAVATION, FlWNG OR TF FlWNG OR TRAFFlC SHOULD
<br />OCCUR WTTHIN THE DRIPUNE AREA OF 1 'u, 'UNE AREA OF THESE TREES. 2. CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR
<br /> UTILITY LOCATIONS: 454-0002 ~ r a
<br /> 3. CONTRACTOR SHALL OBTAIN REQUIRED PERMITS AND APPROVALS o 0
<br /> PRIOR TO COMMENCEMENT OF WORK.
<br /> 4. CONTRACTOR SHALL. CONDUCT OPERATIONS IN A MANNER WHICH POSES
<br /> THE LEAST DISRUPTION TO ADJACENT STREET AND PROPERTIES. INSTALL p Ui >
<br />IMPROVEMENTS SHOWN LIE WITHIN LOTS 1, 2, 3 & 4, BLOCK 3 OF NECESSARY BARRICADES AND SIGNS TO ALERT AND PROTECT GENERAL PUBLIC. ~ J =
<br />BROULETTE PARK IN NEW BRIGHTON, RAMSEY COUNTY, MINNESOTA. z r. 5. AREAS DISTURBED BY EXCAVATION AND GRADING WORK SHALL BE ~ ~ ° ~
<br /> SEEDED AS SOON AS WEATHER PERMISSIBLE. ~ ~ U W ~
<br />ACTUAL LEGAL DESCRIPTION HAS NOT BEEN DETERMINED AT THE TIME
<br />OF THIS DRAWING. 6. CONTRACTOR SHALL PROVIDE EROSION CONTROL AS REQUIRED BY ~ ~ ~
<br />THE CIl`( AND THE WATERSHED QISTRICT. EROSION CONTROL QEVICES
<br />MAY INCLUDE, BUT ARE NOT WAITED T0; ROCK CONSTRUCTION ENTRANCE,
<br />SILT FENCING AND HAYBALES.
<br />SHEET
<br />1. DOMESTIC SERVICE PIPE SIZES ARE TO BE COMPUTED BY THE
<br />BUILDING PLUMBING DESIGNER. 1 ZZ
<br />OF
<br />1
<br />SHEETS
<br />
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