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<br />i
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<br />' ----'/ A
<br />1 i0
<br />' I
<br />k i I
<br />x °' I ; I '
<br />I g5h xg56 N y6G x°' I x°' 44'b
<br />n yyd
<br />p x°' g r� �-CLOTHES LINE x
<br />6"EL I xg \ tk D)\12
<br />s'IEL___ Poin 140 ft E & 140 ft S of the ROCK � ,\ — 9, yh° ,,-• EL 12 2CONSTRUCTION a 9 int section of E-W 1/4 Nine & s"EL` x ��� El line of Forest Blvd N SILT FENCE s"EL
<br />ENTRANCE I �� ; ,-314"NP +10"AS `-- - -8"EL 2
<br />• � �9 TYP-SEE DETAIL \
<br />--_ ---- SEE DETAIL I �� ° ' 9 B I T U M I N O U S 12'sP N I ; x4
<br />Leaning North
<br />W 0.6 �x� �\V-El_
<br />6"EL - of the N 140 ft. of GOV' Lot 5 Cap#g N 0.3 ; I r 30°EL i 13115
<br />g^9 Ih I \
<br />10
<br />�n` �
<br />n
<br />H\
<br />� g
<br />9 9 h 1s� T Lid g b / J
<br />Ix. �\ 'I X 9� , I /
<br />ESTIMATED QUANTITIES
<br />DESCRIPTION
<br />UNIT
<br />QUANTITY
<br />TEMPORARY ROCK CONSTRUCTION ENTRANCE
<br />EA
<br />1
<br />PREFABRICATED CONCRETE WASHOUT
<br />EA
<br />NA
<br />SILT FENCE (STANDARD)
<br />LF
<br />±1020
<br />EROSION CONTROL BLANKET
<br />SY
<br />95
<br />INLET PROTECTION
<br />EA
<br />3
<br />BIOROLLS
<br />LF
<br />NA
<br />SWPPP LEGEND
<br />SF—
<br />SILT FENCE
<br />— — — -
<br />BIO ROLLS
<br />0
<br />INLET PROTECTION
<br />EXISTING DRAINAGE PATTERN
<br />PROPOSED DRAINAGE PATTERN
<br />EROSION CONTROL BLANKET
<br />EROSION CONTROL BLANKET
<br />SEE DETAIL
<br />EXPOSED SOILS ALONG THE
<br />EASTERN PERIMETER TO RECEIVE
<br />STABILIZATION (TEMPORARY
<br />i \ OR PERMANENT) WITHIN 24
<br />HOURS OF INACTIVITY.
<br />x a 937 x I 3� PROPOSED 9I -,2"B°
<br />J�� GAS ° s— SF 936 nix/ 9.Z \ BUILDING �6 T
<br />` lo in v g /�(jj�, / \
<br />I '/��'
<br />I N / iRJ T U B E 9 = \ I 4 DOCK
<br />g �; g sF 9 3 8
<br />C :�, A X G ^ F U 9
<br />°' 1 7°�°� �cg� F F E 5 �� I / ogyti a, l r D
<br />(1.1 X
<br />0 �9 X � I
<br />/ �as,9 co\
<br />3 > / I �8 EXPANSION gN g 0) C14 M 3200
<br />`i I p I `� • Z ' r G ��' H g , ° x 83 �� \ x°' / ,^ I O\x� 1\\
<br />`
<br />_ _ _ _ _ 191> I xg5
<br />�9369;/ S/ o a —OH I ❑U `PUMP LINE
<br />m ; a a fie Approximate loc o / i ° ° gy�n 3 of 3 J / g -+2e"As I
<br />I g a 1p of Telephone Easement __ 120
<br />a
<br />per Doc. No. 70826 - / - / I � 20"n
<br />v
<br />-- \
<br />t.y X
<br />B ° g� g� TF WATER ELEVATION
<br />i �i oM c� �r 10 � as �G`2,��5�50 �. Cq y` 3
<br />. nn,, a n b l e a �..
<br />6x W I \ J q¢ % / °'y xg5 / \ ' """"""""""" 6 DATED FEET
<br />1
<br />_ T 9 � _ --' I a g� ' ' I
<br />92507 i6/2
<br />t - --
<br />M°NUA4 r SGN �\
<br />12"AS
<br />x
<br />WETLAND DELINEATED BY KJOLHAUG074% ENVIRONMENTAL SERVICES ON JULY 29, 20216 60
<br />x xgy7-__ - - 9J ya �� 3
<br />OR
<br />x ` Egg I � I ��� ,14 0 �° � n D 9.�4 - Lake
<br />y'I
<br />�1 I' G x / x �_/ - �- / ""- / '�'9`�ry I OHW = 9265 FEET NGVD29
<br />g5o� 4 18"AS °�� p 93 _I \ / 2"CO n / 9T f AIR a�� _ I IT '
<br />�66 0 x — \ 1.4 d PPE g In � J - �,ao I I -�°"B0
<br />x°' \ 939 ,+14 As ti "- g��`' II 'I -nApproximate location
<br />CBI �\ 9 4 7, o r. _ of Ponding and
<br />IRIM=935 45 \ x 5 �O b < .9 14 0 \ I 0 Flowage Easement per
<br />INV=932 50U g� \ 1 x \ -I n. / _ �� o ' Cn ' \ \ I v ' 1 1
<br />/ ao go 4 18"ASS g� _-/ �g�n - 1 , I f?� Doc. No. 708259
<br />O ° / \ Appro mote 10 ation Of 94 9� x \ x ` x _tit 203 I i I 1,22'. 0
<br />v ,� ewer nd Wate Easem nt $gx — _\ 1 18"AS `Cap# CO I yx
<br />I gb per Doc. No. 72 118 s$o — x 44125 g \
<br />gx I I � TNI \
<br />' S g gn 15 1 I I p '—ZONE A—
<br />' hI 6x 416"AS �\
<br />I \
<br />6
<br />g�76 � g Xg Nx X93', I 0'AS 4 I \\
<br />qbl ti ,937 1\ 12"SP — 4 SP I I \
<br />INLET1 _1�7
<br />PROTECTION 4t, lisp
<br />�6 _ xg�75 �n \ g6 I 'As I ,
<br />' TYP-SEE DETAIL 9 6 9 — �\ 1\x7 ��I x Cdp# I L
<br />M N 0 U S g g' `��I Xgy17 1115 -( 12"AS oil
<br />' g h 9� I I ( 2 "WI
<br />I ,o Bo
<br />g /���{ � lol Bo _ is wl
<br />\ x
<br />/ Sewer andmate Water Easelon me�t �, BO
<br />I
<br />per Doc. No. 720118= �gy\ sill
<br />I \ RIM=936 01 yX
<br />INV=92168 g`L I
<br />CB
<br />I
<br />I R M=934 77
<br />932 58
<br />12PVC�I I
<br />12"PVC �
<br />I '
<br />-
<br />' ' 1
<br />n
<br />1 I
<br />CL
<br />M
<br />N
<br />N
<br />N
<br />0
<br />N
<br />10
<br />0`
<br />0
<br />0
<br />5=
<br />0 20 40
<br />NP SCALE IN FEET
<br />NOTE:
<br />EXISTING CONDITIONS INFORMATION
<br />SHOWN IS FROM A BOUNDARY AND
<br />TOPOGRAPHIC SURVEY PREPARED BY
<br />LOUCKS, DATED AUGUST 13, 2021.
<br />CIVIL LEGEND
<br />EXISTING PROPOSED
<br />U SANITARY MANHOLE •
<br />OSTORM MANHOLE O
<br />®® CATCH BASIN 00
<br />CULVERT
<br />HYDRANT
<br />GATEVALVE H
<br />OPIV POST INDICATOR VALVE @Ply
<br />0 LIGHT POLE
<br />0 POWER POLE
<br />v SIGN _Tr_
<br />� BENCHMARK
<br />SOIL BORINGS-
<br />® WATER MANHOLE
<br />TELEPHONE MANHOLE
<br />UTILITY MANHOLE
<br />® ELECTRIC MANHOLE
<br />—WWATER SERVICE
<br />—SSANITARY SERVICE
<br />& HANDICAP PARKING (�
<br />L9z DIRECTION OF FLOW
<br />SPOT ELEVATION
<br />CONTOURS
<br />SANITARY SEWER
<br />>> STORM SEWER
<br />WATERMAIN
<br />FM FORCEMAIN Fly
<br />—>> DT— DRAINTILE » DT—
<br />SILT FENCE
<br />CURB & GUTTER
<br />RETAINING WALL
<br />TREELINE r 1r 1r 1r 1r 1r1r1r1
<br />— — — — — EASEMENT LINE — — — — —
<br />SETBACK LINE — — — —
<br />X X— FENCE LINE —X X—
<br />TEL UNDERGROUND TELE
<br />SAS— UNDERGROUND GAS
<br />OH OVERHEAD UTILITY
<br />FO UNDERGROUND FIBER OPTIC
<br />- ELE--- UNDERGROUND ELECTRIC
<br />----CT1!— UNDERGROUND CABLE TV
<br />PROPERTY LINE
<br />CONIFEROUS TREE
<br />DECIDUOUS TREE
<br />PARKING COUNTS Q
<br />:. LOUCKS
<br />PLANNING
<br />CIVIL ENGINEERING
<br />LAND SURVEYING
<br />LANDSCAPE ARCHITECTURE
<br />ENVIRONMENTAL
<br />7200 Hemlock Lane, Suite 300
<br />Maple Grove, MN 55369
<br />763.424.5505
<br />www.loucksinc.com
<br />CADD files prepared by the Consultant for this project are
<br />instruments of the Consultant professional services for use solely
<br />with respect to this project. These CADD files shall not be used
<br />on other projects, for additions to this project, or for completion
<br />of this project by others without written approval by the
<br />Consultant. With the Consultant's approval, others may be
<br />permitted to obtain copies of the CADD drawing files for
<br />information and reference only. All intentional or unintentional
<br />revisions, additions, or deletions to these CADD files shall be
<br />made at the full risk of that party making such revisions, additions
<br />or deletions and that party shall hold harmless and indemnify the
<br />Consultant from any & all responsibilities, claims, and liabilities.
<br />08/13/21 CITY SUBMITTAL
<br />09/03/21 CITY SUBMITTAL
<br />09/16/21 CITY SUBMITTAL
<br />GRADING, DRAINAGE & EROSION CONTROL NOTES
<br />1.
<br />SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING,
<br />OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
<br />2.
<br />CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS
<br />IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT
<br />SUMPED ELEVATIONS.
<br />PROFESSIONAL
<br />3.
<br />GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW -IMPACT
<br />I hereby certify that this or report was
<br />EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL
<br />�Ian,,n
<br />vision an that
<br />prepared by me oy 9aE',R
<br />TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED.
<br />I am a duly Li d esthe
<br />�1
<br />laws of the Stat o t�C�
<br />4.
<br />ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND
<br />SI
<br />NTrevorD.Gruys-PE
<br />SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL
<br />C,
<br />VEGETATION IS ESTABLISHED.
<br />License No. 53706
<br />Date
<br />5.
<br />FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF
<br />QUALITY
<br />WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE
<br />GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES).
<br />Loucks Project No. 20499
<br />Project Lead TDG
<br />6.
<br />REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. B2105693),
<br />Drawn By TDG/MDC
<br />DATED 08/04/2021 AS PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE
<br />Checked By TDG
<br />CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS.
<br />Review Date 09/16/2021
<br />7.
<br />STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND
<br />SHEET INDEX
<br />BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE
<br />MUST BE ESTABLISHED.
<br />C1-1 EXISTING CONDITIONS
<br />C1-2 DEMOLITION PLAN
<br />8.
<br />DUST MUST BE ADEQUATELY CONTROLLED.
<br />C2-1 SITE PLAN
<br />C3-1 GRADING PLAN
<br />9.
<br />SEE SWPPP NOTES FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.
<br />C3-2 SWPPP
<br />C3-3 SWPPP NOTES
<br />10.
<br />SEE UTILITY PLAN FOR STORM AND SANITARY SEWER INFORMATION.
<br />C4-1 UTILITY PLAN
<br />C8-1 CIVIL DETAILS
<br />11.
<br />SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.
<br />C8-2 CIVIL DETAILS
<br />L1-1 LANDSCAPE PLAN
<br />12.
<br />ALL ACCESSIBLE SLOPES SHALL NOT EXCEED 2% CROSS SLOPE OR 5% RUNNING SLOPE.
<br />L2-1 LANDSCAPE DETAILS
<br />P1-1 PHOTOMETRICS PLAN
<br />13.
<br />ALL SLOPES WITHIN THE ACCESSIBLE PARKING STALLS SHALL NOT EXCEED 2% IN ANY DIRECTION.
<br />CALL BEFORE YOU DIG!
<br />% Gopher State One Call
<br />TWIN CITY AREA: 651-454-0002
<br />'N TOLL FREE: 1-800-252-1166
<br />WARNING:
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
<br />OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
<br />COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF
<br />■ ■ ■
<br />LINES.
<br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
<br />651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF
<br />ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
<br />VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
<br />CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
<br />DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />
|