|
STORM SEWER MANHOLE COVER n°
<br />RIM=907.40 ---�
<br />INVERT=903.31 t RECORD
<br />DRAWINGS (FIELD VERIFY)
<br />OHW
<br />OHW
<br />907.
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<br />0-
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<br />W
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<br />W
<br />I
<br />GRAPHIC SCALE
<br />10 0 5 10 20
<br />( IN FEET )
<br />1 inch = 10 ft.
<br />rn
<br />0
<br />z
<br />PAVEMENT SECTION DETAIL
<br />MATERIAL SECTION THICKNESS
<br />BITUMINOUS WEAR (TYPE 41) 1.5"
<br />BITUMINOUS BASE (TYPE 31) 1.5"
<br />CLASS 5 AGGREGATE BASE (MnDOT 3138) 8"
<br />S 906.37 BENCHMARK SANITARY MANHOLE COVER
<br />SW
<br />---------------------
<br />ELEVATION=906.37 ASSUMED
<br />INVERT ELEVATION889.27
<br />i EXDMH
<br />s' ,'''
<br />RIM=908.81t
<br />90) INV-903.71t NW
<br />` -INV-903.71t SE Ito
<br />INSTALL ENKAMAT ,AND RAIN GUARDIAN TURRET, TYPICAL 1 - 9� ,'
<br />N SITE NOTES sM► .-'
<br />BROAD -CREST RECTANGULAR WEIR, SEE DETAIL . BUILDING DIMENSIONS REFER TO OUTSIDE OF BUILDING FOUNDATION. VERIFY WITH BUILDING PLANS 1 15•R�/
<br />' 3 11 5.0 FT LONG BY 0.5 FT BREADTH - -DRAINAGE AND UTILITY EASEMENT - - - - -_ --___
<br />w I ; `\ STM STM
<br />S7�1----------------- 51M -- S1M------ ----- y,>�-------------�_ 237'-15"RCP O 0.07 STM VIM
<br />----
<br />U I / , / 1 906.98 - - - - - ------
<br />0 i \\ ;---------------- 907.17
<br />\\ i I, 906.69 906.78------------- / Y- 907.29 ,i'' X 906.75
<br />\` i II REACH 1 + 906.21 --t----_---- _ \ ,- --___
<br />-' - 903.8p ,9
<br />z ' rn PARABOLIC CHANNEL
<br />1 9°6.00\ B6-12 CONCRETE CURB AND GUTTER, TYPICAL 906.63 I
<br />m In \\ � 5.7 FT WIDE X 1 FT DEEP \ goy' 5aa
<br />?i 1 `\ I \ ,' X 905.63 9° - I
<br />i ,
<br />H i sos.72 `\ 'I �` 177.84 N63°37'51 "W 906.57
<br />9" ASH 6" ASH
<br />1 OHW \ ` sos.zs sos.ss
<br />\ . - _ `♦
<br />T � I � OHW I \ i + 90 � 906.26 i �9°�' _,,-'' '--� `♦
<br />1 T T �11, �c GUY WIRE 0 906.09
<br />I I 906.38 906.60 I ♦ 906.30 _-- ' ``
<br />905.99 -- 90 / i \_� Q \ ; 904.10
<br />i \
<br />905
<br />5 1 ♦ 906.04 ---- 906-----�' `� - '- --`--` `♦ yy0
<br />1 1 I ; •� �,_--- DRAINAGE POND 9os.7s Q OBE \ ° ,
<br />1
<br />9-06
<br />II 'F 905.57 L_V _-'" ♦ �
<br />I I - -'
<br />1 i t L-TELECOM PEDESTAL '�,
<br />I 07 L E L E N D
<br />--
<br />w ; I I ; I 10.0 \
<br />15.0 -- ;1 a, 905.73LLJ CD DENOTES EXISTING HYDRANT.
<br />TRASH II
<br />o ; o rn o 0 0 ; DENOTES PROPOSED HYDRANT.
<br />I _z I °� w
<br />M FES INV=904.65 N i BITUMINOUS i '
<br />OOCb �'ay, 'S: DENOTES EXISTING SANITARY MANHOLE
<br />07 ; „ DENOTES PROPOSED SANITARY MANHOLE.
<br />m 9o"ay
<br />y93 ; Q Zo ;D; DENOTES EXISTING STORM (DRAINAGE) MANHOLE.
<br />06
<br />a p 1 905.73� �� - QO DENOTES PROPOSED STORM (DRAINAGE) MANHOLE.
<br />CL
<br />,''�-�-_, o --''"- D4 DENOTES EXISTING GATE VALVE.
<br />-' �i F i SIDEWALK WITH No CUR a Itt I \ 905. -------gp5--- ►t DENOTES PROPOSED GATE VALVE.
<br />U I
<br />a r♦ o i TYPICAL i ❑ DENOTES EXISTING CATCH BASIN.
<br />so7.o3 cv CO
<br />U' 906.16 ♦`♦\ ,9°° ■ DENOTES PROPOSED CATCH BASIN.
<br />I rij '
<br />BITUMINOUS ' o m DENOTES EXISTING TELEPHONE UTILITY BOX.
<br />' I I II
<br />I
<br />�+ DENOTES EXISTING LIGHT POLE.
<br />I 06.53 g0637 I A� i R ',,Q, 90 06 ♦♦♦♦ //--%L� -- I' 9040 ERCI so \\ �904.21 �, DENOTES EXISTING UTILITY POLE.
<br />lid �`'�d7��2 906.05 EST 1
<br />---906--------------------
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<br />INVERT 894.51t rn
<br />WITH 7 FT RISER
<br />(FIELD VERIFY)
<br />4"PVC
<br />SS
<br />W
<br />1" COPPER
<br />a
<br />Ln 11
<br />car � N
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<br />0
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<br />a
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<br />O®i6Y�1��
<br />0 906.46
<br />905.99
<br />905.43
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<br />1
<br />-t------18.5-- - --- +90
<br />-----------24.0----------/_�--------18.0-------
<br />-
<br />1
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<br />0
<br />� 906.30 /
<br />/
<br />/
<br />------- -------------- BITUMINOUS
<br />905.89
<br />\\\�\ GAS'STUB 905.86
<br />INV 904.00 I I
<br />I
<br />904.82 a
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<br />\
<br />\
<br />40
<br />03.18
<br />FES INVERT
<br />ELEVATION=903.18
<br />Ip� \ DENOTES EXISTING AIR CONDITIONING BOX.
<br />002 \ E❑ DENOTES EXISTING ELECTRICAL BOX.
<br />\ T DENOTES EXISTING UNDERGROUND
<br />4.79 TELECOMMUNICATION LINE.
<br />/ W- DENOTES EXISTING WATER MAIN.
<br />/ -SS- DENOTES EXISTING SANITARY SEWER.
<br />/ -STM- DENOTES EXISTING STORM SEWER.
<br />-UG- DENOTES UNDERGROUND GAS LINE.
<br />- UE - DENOTES UNDERGROUND ELECTRIC.
<br />-OHw- DENOTES OVERHEAD UTILITIES
<br />-0- DENOTES CHAIN -LINK FENCE
<br />------ XXX-------- DENOTES EXISTING CONTOUR
<br />XXX DENOTES PROPOSED CONTOUR \
<br />SILT FENCE AND/OR BIOROLLS
<br />o�. DENOTES PROPOSED DRAINAGE
<br />904.85 rs, ® DENOTES PROPOSED ELEVATION `'
<br />X xxx.xx DENOTES EXISTING ELEVATION ��� ,c°
<br />" BOX �9°
<br />903.82 0\€. ER DENOTES CONCRETE SURFACE \�-------�
<br />CAPPED AND \�`� Fz PO / ♦♦♦
<br />SEALED WELL
<br />\9 4 NSM\55\ON
<br />N + 904.11904.01
<br />'fd 904.04/ / Clnj
<br />r9°y�9
<br />1( 1903.98 1
<br />I I
<br />I 1
<br />DRAINAGE POND * 903.26 ♦\------------------- 904---_____
<br />\\ ♦ 'iL 904.31
<br />PERC 904.24 ) \♦
<br />0 TEST 2 /
<br />904.1 0 HAND AUGER ��' / ♦`
<br />904.27 BORING 2 i ♦`�
<br />\
<br />\
<br />02
<br />03
<br />90 `� 04 i / 903.68 + \\
<br />04 sos.43 \
<br />EOF 905.0 DRAINAGE POND 04 /' 903.66 \\
<br />100YR HIGH WATER ELEVATION = 904.93 APRON 1, TRASH GUARD DRAINAGE POND \' o
<br />FILTER BLANKET AND RIP RAP O 000 EOF 905.0
<br />INV 904.20 CQ I TOp OF BERM 905.25
<br />04 905.24 0 , Off` ♦♦
<br />�.04 905.64 _ 905.27 ^\ 905.64 _-
<br />- 905.43 903.60 `♦\
<br />Qnr%
<br />_ ^ ---------905 904.53 / 903.45 `♦♦ 904.49
<br />------------------- 905---------
<br />905.33
<br />S63°48'04"E 250.49----______---------------
<br />15"RCP INVERT-- TOP STRUCTURE ELEVATION=904.26 _------------904--------------------------- Y- 904.23 _____------ --- --- \ �/
<br />ELEVATION=903.44 I BOTTOM STRUCTURE ELEVATION=901.50_______________------_----� 9oa.sa -_-- _-_-_-------------------------
<br />--------------------------- APRON 2 4- 8" PVC SCH 40 BY 9 FT LONG O 1.1lix \\\
<br />9oa.2s INV 904.10 p 0 \ �� \ __-.----
<br />------- 8" ORIFICE INVERT __________ QQfl � Q-__ ____- ------ � 902.58 \\ � WP
<br />STM------------------ 903----------- --
<br />15"RCP STM sos.ls ELEVATION=902.19o3-oT ----- 902.71 ----------------------------------------- so2.2s so3.8a
<br />----- _ + so2.ss TRASH GUARD, FILTER BLANKET AND RIP RAP ------ ,- + 902.26 y s02.35
<br />905.98 i / �h --'_---------903-- X 902.46
<br />------ --____ _----------- - --
<br />ry _ _ _
<br />I ( R FES INVERT 902.65 --_- + 902.57 , __------ -'�_,------------------------------------------- 2.26 \ O
<br />--------------------------
<br />I--
<br />%♦ ♦ t-------'------------ --- �------ -- __--_- ___------------------
<br />RG - \\``� Y- 904.22 ♦ \
<br />---907------- 1 _-------- __------___ ♦ _,, CONCRETE CURB
<br />907.46
<br />------- _
<br />so7.so ----'-----------------906---------------.\----�'-
<br />907.32 ----- 907.05
<br />X STM CONCRETE CURB - 906.68 ,♦-------------------- 906.62 7910 LAKE DRIVE, LINO LAKES, MN 55014
<br />C4
<br />BITUMINOUS PARKING LOT � 906.E 0�
<br />m 906.69 G
<br />907.55
<br />-�L 905.43
<br />SIDEWALK WITH INTEGRAL 6" HIGH CURB
<br />TYPICAL
<br />905.36
<br />O
<br />Ln
<br />LO
<br />----------------------------- ----
<br />----
<br />75.0 '�
<br />i 904.89
<br />905.58 905.58
<br />90c
<br />BUILDING TO BE SPRINKLED
<br />PROPOSED SLAB ON GRADE BUILDING
<br />SLAB=907.55
<br />i 904.87
<br />905.06
<br />--------------------
<br />i1
<br />1- 905.59
<br />BITUMINO
<br />904.83
<br />904.79
<br />HAND AUGER
<br />BORING 1
<br />904.54
<br />'
<br />-'' 905.01�1 I
<br />11
<br />-- - ------24.0----------�I
<br />1-------18.5------
<br />I
<br />� I
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<br />1 I
<br />1 0
<br />Oi
<br />I I
<br />I
<br />-)L 905.13 I I
<br />I
<br />1
<br />1
<br />1
<br />I
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<br />1
<br />I
<br />1
<br />905.00
<br />\
<br />\
<br />\
<br />BITUMINOUS �\
<br />\
<br />\
<br />\
<br />LIJ
<br />w (vM\NOBS
<br />z
<br />J
<br />Z
<br />J
<br />--- 18 INCH SUBCUT AND BACKFILL TO FINISHED GRADE WITH PLANTING MEDIUM OF A WELL
<br />BLENDED MIXTURE OF 40% SEMI -COURSE WASHED SAND OR NATIVE SAND, 30% MNDOT
<br />GRADE 2 COMPOST AND 30% NATIVE TOPSOIL BY VOLUME. INSTALL A MULCH COVER
<br />18" CONSISTING OF A SINGLE SHREDDED HARDWOOD MULCH 2 INCHES DEEP OVER RAIN
<br />PLANTING MEDIUM GARDEN PLANTING BED (TYPICAL). SEE LANDSCAPE PLAN FOR PLANTING DETAILS.
<br />DRAINAGE POND / INFILTRATION POND DETAIL
<br />906.80
<br />D I N G P AN
<br />Client: MR. PAUL SELBITSCHKA
<br />PRECISION TUNE AUTOMOTIVE CENTER
<br />550 LILAC STREET
<br />Design by
<br />JF
<br />Original date
<br />10-11-2021
<br />I certify that this plan, specification, or report was prepared by
<br />me or under my direct supervision and that I am a duly Licensed
<br />Professional Engineer under the laws of the state of Minnesota.
<br />LINO LAKES, MN 55014
<br />PHONE: 651-784-1100
<br />Drawn by
<br />R
<br />RIP
<br />Revisions
<br />11-24-21
<br />Jonathan L. Farad
<br />Date 10-11-2021 Minnesota Reg. No. 16464
<br />LAKE AND LAND SURVEYING, INC.
<br />Survey book No.
<br />12-27-21
<br />Page title
<br />SURVEYING/CIVIL ENGINEERING
<br />1-20-22
<br />GRADING PLAN
<br />1200 CENTRE POINTE, SUITE 375
<br />S.A.P.number
<br />2021.375
<br />Sheet number of
<br />ST PAUL, MN. 55120
<br />PHONE (651) 776-6211
<br />E-MAIL' JONFARACI@HOTMAILCOM
<br />
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