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EAGLE BROOK
<br />CHURCH
<br />LINO LAKES
<br />CAMPUS
<br />PARKING
<br />EXPANSION
<br />CONSULTING
<br />GROUP, INC.
<br />SPY CONSULTING GROUP, INC
<br />Suite 150
<br />One Carlson Parkway
<br />Minneapolis. MN 55447
<br />TeL 763- 475 -0010
<br />Fax. 763- 475 -2429
<br />Certlficatios
<br />1 hereby eaxnry 1b.0 rrW p1 .
<br />gmeftle en m > eu prep.. oyd
<br />eap.?,,*
<br />. `e0 Memwa
<br />Eape 4 N6. Im Om
<br />� Oden.l
<br />11.....121,08.4- N. 7060000
<br />OtOW�a
<br />pMa 08/12/00 ti` Nu. 42792
<br />REVISIONS
<br />NO.
<br />DATE
<br />BY
<br />CHKD
<br />APPR
<br />DATE
<br />06-12 -2009
<br />COMM. NO.
<br />0006799
<br />CONSTRUCTION DETAILS
<br />SHEET
<br />C104
<br />SHEET 6 OF 9
<br />FLOWS FROM
<br />TOP OF
<br />CASTING
<br />(A)
<br />INV
<br />ELEV
<br />FROM
<br />PIPE
<br />SLOPE
<br />INV
<br />ELEV
<br />TO
<br />F LOW
<br />COORDINATES
<br />DRAINAGE TABULATION
<br />STR
<br />OR
<br />APRON
<br />INLET
<br />STR.
<br />OR
<br />APRON
<br />OUTLET
<br />NEW
<br />STRUCTURE CONSTRUCTION
<br />RC PIPE (DESIGN 3006)
<br />PERFORATED PVC
<br />PIPE
<br />LENGTH OF PIPE
<br />INCLUDES:
<br />RIP RAP
<br />(C)
<br />GUIDE
<br />POSTS
<br />DESIGN
<br />(B)
<br />PAY
<br />HEIGHT
<br />CASTING
<br />ASSEMBLY
<br />(B)
<br />STEPS
<br />RE-
<br />QUIRED
<br />LR.
<br />BEND
<br />V =VERT.
<br />H =HORQ
<br />CLASS
<br />11
<br />TYPE FOOTNOTES
<br />B
<br />X
<br />Y
<br />15 "
<br />CL 11
<br />18"
<br />CL 11
<br />4"
<br />POINT
<br />NO.
<br />POINT
<br />NO.
<br />FT
<br />FT
<br />FT/FT
<br />FT
<br />LIN FT
<br />TYPE
<br />L.F. APR
<br />LF. APR
<br />L.F. APR
<br />CU YD
<br />EACH
<br />200
<br />894.30
<br />890.55
<br />0.0075
<br />890.35
<br />207
<br />557,023.70
<br />155,773.71
<br />402-LL
<br />3.6
<br />R- 3250 -A
<br />27
<br />201
<br />890.06
<br />556,968.02
<br />155,777.66
<br />APRON
<br />1
<br />2.9
<br />1
<br />(C)
<br />202
<br />892.00
<br />0.0030
<br />891.52
<br />203
<br />557,312.48
<br />155,456.65
<br />PLUG
<br />161 I
<br />203
<br />895.00
<br />891.33
<br />0.0030
<br />890.77
<br />EX 29
<br />557,324.57
<br />155,628.18
<br />402-LL
<br />3.9
<br />M -11
<br />186 i
<br />j
<br />ID)
<br />204
<br />890.95
<br />0.0045
<br />890.83
<br />EX 29
<br />557,356.56
<br />155,787.57
<br />CONNECTION
<br />26
<br />1 - 60" H
<br />(D) (E)
<br />205
<br />898.60
<br />893.30
<br />557,367.36
<br />155,340.36
<br />406-LL (66")
<br />5.1
<br />R- 3250 -A
<br />(F)
<br />206
<br />207
<br />556,977.19
<br />155,650.96
<br />PLUG
<br />-
<br />119 1
<br />207
<br />893.90
<br />890.35
<br />0.0075
<br />890.06
<br />201
<br />556,995.12
<br />155,768.48
<br />402 -LL
<br />3.4
<br />M -11
<br />38
<br />EX 29
<br />557.363.53
<br />155,810.50
<br />EXISTING DI
<br />...
<br />STORM PIPE TOTALS
<br />65 1
<br />186
<br />306
<br />2.9
<br />1
<br />GENERAL NOTES
<br />1. COORDINATES AND ELEVATIONS ARE GIVEN TO END OF APRON OR END OF SAFETY APRON.
<br />2. CENTER OF CASTING OPENING AT 1.0 FOOT FROM FACE OF CURB.
<br />NOTES:
<br />(A) TOP OF CASTING GIVEN TO CENTER OF GRATE. (E) CONNECT 70 EXISTING (
<br />(8) REFER TO SPECIFICATION SECTION 334100 FOR STRUCTURE AND GRATE DESIGN STANDARD PLATES. (F) BUILD STRUCTURE OVER EXISTING 44-NCH SPAN PIPE. VERIFY EXISTING INVERT ELEVATION.
<br />(C) TIE LAST THREE JOINTS AT APRON END. TIED JOINTS SHALL BE CONSIDERED INCIDENTAL TO PIPE CONSTRUCTION.
<br />(D) CONNECT TO EXISTING DRAINAGE STRUCTURE.
<br />INFILTRATION AREA
<br />ELEV. AO
<br />ELEV. Bp
<br />ENGINEERED SOL MIX©
<br />GRASS PRE - TREATMENT FILTER STRIP
<br />EAST
<br />894.0
<br />891.5
<br />7OS SAND AND 30% COMPOST
<br />KEST
<br />893.0
<br />890.5
<br />70S SAND AND 30X COMPOST
<br />1:20 MAX SLOPE
<br />SOD. TYPE SALT RESISTANT
<br />SOD, TYPE SALT RESISTANT PER MnDOT SpEC 3878. WTH
<br />PER MnDOT SPEC 3878 WTN VARIES 'MOTH VARIES - SEE GRADING PLANS VARIES - -SCOUR STOP' D EOUIVALENT
<br />-SCOUR STOP' OR EOUIVALANT
<br />'
<br />ROADWAY PAVEMENT - --
<br />PATCH, SEE PAVEMENT
<br />DETAIL A ON SHEET 0. •
<br />SEE RAN FD SEE PLAN FOR
<br />50D LOCATION )MOOT TYPE 6 _ 500 LOCATION
<br />- SHREDDED MUECH PARKING LOT
<br />SECTION. SEE
<br />',J.(:4 MA K; S CPS J f 4 ON SHEET MOO
<br />PAVEMENT
<br />DETAIL A
<br />"appt�
<br />__'NR�I�'
<br />1 �1 I l`u�
<br />2' DROP FROM EDGED =I I I� 11-1 I
<br />=1 = n- I1„R_11 ,1=
<br />I p� (� : 1 iL , I I H I I'
<br />l
<br />CURB /CURB CUT TO FINISHED 1� g '+" M ICU BOTTEI
<br />GRADE SEE CURB AND SOIL DETAIL I I � 'P 'C° '+ ')"1:S" I OTER OF ENGINEERED SOIL 2' DD FROM EDGE OF
<br />B- TOPSOIL BORROW I- :`:X "�.,..? ^°"" CURB/CURB CUT TO FINISHED
<br />(SECTION A -A. SHEET 005) �' ' """- T. GRACIE SEE dURB AND SOIL DETAIL
<br />GRASS PRE - TREATMENT FLIER STRIP - -�� ;�•,:%;,. �3?,,..' °''�hS "
<br />-4 .. I I. (SECTOR A -A. SHEET 0105)
<br />�C,.n.
<br />1:20 MAX SLOPE - I I I-J 7 �> C - yS.
<br />-
<br />`e ^�.i7
<br />1:4 MAX SIDE SLOPE } ,- Y•"'�, -^
<br />1:1/2 ROPE Ia H I - -
<br />I- H I I -1 I -(I 1-
<br />UNDISTURBED, UNCOIPACTED . - CHI I I IICI- I I -11 I 114 11 IJ I1-- -1-11
<br />IN -SITU SOIL - r--p i 1 111-1- III I�� 1I1��I -111 i-- 111
<br />©ENGINEERED SOIL _ 1 H� 1 !-I I tI I-CI I� 1 Gl 1 X11
<br />(SEE SPECIFICATIONS) - I IEII--I IyE 1-11-1 I I-I I E E II II I-H
<br />CIEl 1 I I I CI 1 �IrH(
<br />Sq�LI T
<br />1 EAST FILTRATION BASIN TYPICAL CROSS - SECTION (NOT TO SCALE)
<br />F-� FILTER
<br />_- `['-1 I _.._.. _- OWERT OF SCAM RFD E DRAIN
<br />H I I -I I` E TOP T OF SUBSURFACE DRAIN
<br />I1NE
<br />I -11 I 11
<br />11- �111I I
<br />--1--- I1-I
<br />IE I �' MAdTN FILTER • AGGREGATE ■ E (MODIFIED)
<br />' SURROUNDING SUBSURFACE DRAW
<br />4' DIAMETER PERFORATED SUBSURFACE
<br />DRAIN WTH GEOTEXTLE SOCK SEE SHEET
<br />0101 FOR LOCATION OF SUBSURFACE GRAINS
<br />SCARIFY 04-511) Sd15 TO A MINIMUM
<br />DEPTH OF C PRIOR TO PLACEMENT OF
<br />COARSE FILTER AGGREGATE (INCIDENTAL)
<br />C104
<br />-.. GRASS PRE -
<br />1:20 MAX SLOPE
<br />SOD, TYPE
<br />MATCH EXISTING GRADE PER Mn00T
<br />S® ALL OTHER DISTURBED %MTH VARIES - SEE GRADING PLANS VARIES "SCOUR STD'
<br />AREAS 1 SEE PLAN FOR .
<br />LIKOT TYPE 6 ( SOD LOCATOR
<br />5HREDOED MULCH PARKING LOT
<br />:l SECTION. SEE
<br />1 I. 1 4 MAKIPPE SEDE ON SHEET C100
<br />4- t t 7
<br />TREATMENT FILTER STRIP
<br />SALT RESISTANT
<br />SPEC 3378, WTI(
<br />OR EQUIVALENT
<br />PAVEMENT
<br />DETAIL A
<br />Y DROP FROM EDGE OF RIBBON
<br />E I E I f- Irtrn =n rB9�i ■ 1.
<br />If�IDIBI .
<br />-I I i -, '�"'" .L. EH ()SAAR
<br />TD OF ENQNEERED salt
<br />1- rrA � -,-7 1' ' L J CURB.
<br />-I I Ala
<br />ts MAX 510E ROPE E
<br />p6 ...., ^" ..., .
<br />0TOP OF COARSE FILTER
<br />OF SUBSURFACE 0AGGREGATE/
<br />11=1 I- II= - -1 11-1 I-L -i -I II EI I
<br />1.1/2 SLOPE 111- I T I -111 1 1 1 -11 I II I III -11 I AT DOWNSTREAM END D DRAIN UNE
<br />UNDISTURBED, UNO PACTID -- I _ -�I
<br />IN-S111.1 SOIL 11 -1 1 (-I
<br />=1 i �J I 1 C 1 -1 1 -I f= 111 -1 I -I 1 1_111 -11 El .
<br />L ENGNERED SOIL I_ -H I I H CI I I EH 1I-77.1- FINE (SEE SPECIFICATIONS) -1 I L_1 �I I I I�1 I MAWTNNNDIN MINIMUM CAPER NN
<br />I-
<br />��--1 -J(( 1e1 -I �j _,II, SURRWN a' SUBSURFACE MACE DRAIN
<br />4' DIAMETER PERFORATED SUBSURFACE
<br />C101NFOR LOCATION OF SUBSURFACE DRAINS
<br />q
<br />P 1 , 'A
<br />y , r` Mme'
<br />", �_� c
<br />/)
<br />jut-1 r, 2309
<br />�,�/ LINO LAKES
<br />rI ( i OF LI! V V LAKES
<br />SCARIFY N -9111 SOILS TO A MINIMUM
<br />DEPTH OF 6' PRIOR TO PLACEMENT OF `f
<br />2 WEST FILTRATION BASIN TYPICAL CROSS- SECTION (NOT TO SCALE) COARSE FILTER AGGREGATE (NEMENTAL)
<br />C104
<br />EAGLE BROOK
<br />CHURCH
<br />LINO LAKES
<br />CAMPUS
<br />PARKING
<br />EXPANSION
<br />CONSULTING
<br />GROUP, INC.
<br />SPY CONSULTING GROUP, INC
<br />Suite 150
<br />One Carlson Parkway
<br />Minneapolis. MN 55447
<br />TeL 763- 475 -0010
<br />Fax. 763- 475 -2429
<br />Certlficatios
<br />1 hereby eaxnry 1b.0 rrW p1 .
<br />gmeftle en m > eu prep.. oyd
<br />eap.?,,*
<br />. `e0 Memwa
<br />Eape 4 N6. Im Om
<br />� Oden.l
<br />11.....121,08.4- N. 7060000
<br />OtOW�a
<br />pMa 08/12/00 ti` Nu. 42792
<br />REVISIONS
<br />NO.
<br />DATE
<br />BY
<br />CHKD
<br />APPR
<br />DATE
<br />06-12 -2009
<br />COMM. NO.
<br />0006799
<br />CONSTRUCTION DETAILS
<br />SHEET
<br />C104
<br />SHEET 6 OF 9
<br />
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