|
RRP�� ' I✓
<br />P N
<br />OTI ZONED: B-31(HIGHWAY BUSINESS) \
<br />A NOT PLA TIED
<br />BL OCK I 1 REMOVE EXISTING DRIVEWAY ENTRANCE \
<br />REPLACE WITH TURF PER COUNTY\
<br />REQUIREMENTS h
<br />1
<br />PIM=906.59kd
<br />\\4 I
<br />INV=902.05 y \ REMOVE EXISTING ROAD ENTRANCE
<br />REPLACE WITH TURF PER COUNTY
<br />RIM=907.00 COUNTY ROAD H "� JNV=896.221 REQUIREMENTS \RIM=906.86 S 89°46'28" W 965.83
<br />INV=894.60INV 5E=901.88INV 5=896.15N 89°46'28" E 1318.36 SN T SN SN SN SN8"V C P SN SN SN SN 907.74CENTER OF
<br />RIM=906.78 O I SEC. OF SEC.
<br />URB GUTTER INV=902.81 r, 8, T.30, R.23.
<br />G G 12"C.I.P' I I I I I ` 0yO
<br />W1/4 CORNER I I� I \ CURB &GUTTER cURe c
<br />CUR CUT
<br />OF SEC. 8,O OHP OHP OHP HP OHP p P E NOTE: DOWNSPOUTS LOCATED ON THE NORTH AND
<br />T.30, R.23. L^ _ _ G EAST SIDES OF THE BUILDING SHALL BE CONNECTED TO
<br />_RAI ==C 60_ _ 997 8' 0 0T � _ 9tJ8 - - o - \ ADJACENT PVC STORM SEWER VIA APPROPRIATE WYES,
<br />30 BENDS, AND SCH 40 PVC PIPE. VERIFY LOCATION OF
<br />30 30 CB8 - - - - - - - - Hla-910. 8 �' b �" C05 GOA \ F DOWNSPOUTS W/ ARCHITECTURAL PLANS
<br />Is
<br />C08 ELWI \y \
<br />w NO E00
<br />20 08.00 1q 45 1 1 1/4 SWl/ \
<br />90 09 F SEC. 8, 23. `\ F
<br />9 O O AJNDERGROUND STORMTE �
<br />1 ST WATER STORA E E1�1 #3: I c° -
<br />ZONED: R-2 v I O 74.4 (12) ROOF (9) SC -7 HAM ERS I H
<br />Li J
<br />(SINGLE & TWO FAMILY RESIDENTIAI I �R S W/ ISOLAT R ROW 1 `\ \\ \ n` \ SOUTH BOUND CL
<br />1 O AS (SEE 5/C3) 1 I 1 \ \ (/ \
<br />OF STATE TRUNK
<br />O O�ss 080 1 v Ln / 47 0 09. \ HIGHWAY NO. 10-62
<br />�
<br />�° of 08 0n O EAST LI OF I� \ ccs �I \ \ CO2 \ \ \
<br />1 INFILTRATION BASIN #2
<br />(SEE 2/C3)
<br />BOTTOM OF BASIN =-SkO.0
<br />I S3 w
<br />O
<br />JtWtK Hl't LLAVINQ7
<br />LENGTH SIZE
<br />I�
<br />I
<br />I
<br />15
<br />1 16
<br />BASIN OUTLET = 903CO
<br />1 TOP OF BASIN = 90 .
<br />m
<br />00 v
<br />O
<br />I
<br />I
<br />"
<br />CO2
<br />I
<br />BOTTOM OF BASIN
<br />4" SAND/COMPOST
<br />1 CONNECTTF_�_EXISTING
<br />O
<br />R-1976
<br />909.65
<br />STORM MANHOLE
<br />100 LF
<br />8" SCH 40 PVC @ 1.00%
<br />CO3
<br />2 INV = 899181
<br />1 (FIELD VERIFY)
<br />CL:= �i
<br />v L�Lj >
<br />8"
<br />R-1976
<br />910.05
<br />00
<br />Ln
<br />8" SCH 40 PVC @ 1.00%
<br />ZONED: P-1 (SINGLE FAMILY RESIDENTIAL
<br />O
<br />C04
<br />8"
<br />R-1976
<br />W
<br />903.28
<br />70 LF
<br />1 RIM=903.79 I
<br />CB1
<br />PROJECT
<br />CBI
<br />INV=901.64
<br />-
<br />905.50
<br />INV=902.58=
<br />SUMP=898.58
<br />1 RIM=903.79
<br />15"R.C.P
<br />FES1/IB1
<br />INV 902.50
<br />R
<br />lIV V=7U1.4�
<br />NOTE: ALL EXISTING STORM
<br />SEWER LOCATED EAST OF
<br />1 EXISTING CONNECTION
<br />/ 1FELE SlIALL BE REMOVED
<br />�N DI POSED OF OFF-SITE
<br />BASIN SIDEWALL
<br />4" SAND/
<br />COMPOST MIX
<br />I
<br />Al
<br />4
<br />3.
<br />ELEV = 899.5
<br />VARIES
<br />NATIVE SAND
<br />SOILS
<br />NOTES: 1. BASIN BOTTOM 2• SAND/COMPOST MIX SHALL CONSIST OF 70% CLEAN
<br />SHALL BE SEEDED W/ SAND & 30% COMPOST (MN STORM WATER MANUAL MIX
<br />NATIVE SEED MIX AND/ "B"). SAND SHALL CONSIST OF CLEAN CONSTRUCTION
<br />OR PLANTINGS SAND, FREE OF DELETERIOUS MATERIALS - AASHTO M-6 OR
<br />ASTM C-33 WASHED. COMPOST SHALL CONSIST OF MNDOT
<br />GRADE2
<br />1 INFILTRATION BASIN #1
<br />NTS
<br />BOTTOM OF BASIN
<br />4" SAND/COMPOST
<br />MIX
<br />BASIN SIDEWALL
<br />4" SAND/
<br />COMPOST MIX
<br />3:7
<br />/ ELEV = 900.0
<br />Wil -
<br />VARIES
<br />NATIVE SAND
<br />SOILS
<br />NOTES: 1. BASIN BOTTOM 2• SAND/COMPOST MIX SHALL CONSIST OF 70% CLEAN
<br />SHALL BE SEEDED W/ SAND & 30% COMPOST (MN STORM WATER MANUAL MIX
<br />NATIVE SEED MIX AND/ "B"). SAND SHALL CONSIST OF CLEAN CONSTRUCTION
<br />OR PLANTINGS SAND, FREE OF DELETERIOUS MATERIALS - AASHTO M-6 OR
<br />ASTM C-33 WASHED. COMPOST SHALL CONSIST OF MNDOT
<br />GRADE2
<br />INFILTRATION BASIN #2
<br />NTS
<br />I
<br />JtWtK Hl't LLAVINQ7
<br />LENGTH SIZE
<br />I�
<br />I
<br />I
<br />15
<br />1 16
<br />6"
<br />GFE = 903.50
<br />O
<br />906.28
<br />�J
<br />1
<br />CO2
<br />I
<br />BOTTOM OF BASIN
<br />4" SAND/COMPOST
<br />CO2
<br />MIX
<br />BASIN SIDEWALL
<br />4" SAND/
<br />COMPOST MIX
<br />I
<br />Al
<br />4
<br />3.
<br />ELEV = 899.5
<br />VARIES
<br />NATIVE SAND
<br />SOILS
<br />NOTES: 1. BASIN BOTTOM 2• SAND/COMPOST MIX SHALL CONSIST OF 70% CLEAN
<br />SHALL BE SEEDED W/ SAND & 30% COMPOST (MN STORM WATER MANUAL MIX
<br />NATIVE SEED MIX AND/ "B"). SAND SHALL CONSIST OF CLEAN CONSTRUCTION
<br />OR PLANTINGS SAND, FREE OF DELETERIOUS MATERIALS - AASHTO M-6 OR
<br />ASTM C-33 WASHED. COMPOST SHALL CONSIST OF MNDOT
<br />GRADE2
<br />1 INFILTRATION BASIN #1
<br />NTS
<br />BOTTOM OF BASIN
<br />4" SAND/COMPOST
<br />MIX
<br />BASIN SIDEWALL
<br />4" SAND/
<br />COMPOST MIX
<br />3:7
<br />/ ELEV = 900.0
<br />Wil -
<br />VARIES
<br />NATIVE SAND
<br />SOILS
<br />NOTES: 1. BASIN BOTTOM 2• SAND/COMPOST MIX SHALL CONSIST OF 70% CLEAN
<br />SHALL BE SEEDED W/ SAND & 30% COMPOST (MN STORM WATER MANUAL MIX
<br />NATIVE SEED MIX AND/ "B"). SAND SHALL CONSIST OF CLEAN CONSTRUCTION
<br />OR PLANTINGS SAND, FREE OF DELETERIOUS MATERIALS - AASHTO M-6 OR
<br />ASTM C-33 WASHED. COMPOST SHALL CONSIST OF MNDOT
<br />GRADE2
<br />INFILTRATION BASIN #2
<br />NTS
<br />ST - �iST -
<br />14.45
<br />5T ST -
<br />-8" ORIFICE AT 903.00
<br />CB10
<br />K�
<br />I
<br />ST
<br />ST
<br />� I J • 1
<br />L •
<br />• �I��III �1Sol
<br />STORM SEWER PIPE SCHEDULE
<br />MANHULt UK UAIUN BASIN
<br />STRUCTURE INSIDE DIA.* CASTING**
<br />PROPOSED
<br />JtWtK Hl't LLAVINQ7
<br />LENGTH SIZE
<br />BUILDING
<br />14.45
<br />MFE = 914.50
<br />6"
<br />GFE = 903.50
<br />O
<br />906.28
<br />100 LF
<br />6" SCH 40 PVC @ 1.00%
<br />ST - �iST -
<br />14.45
<br />5T ST -
<br />-8" ORIFICE AT 903.00
<br />CB10
<br />K�
<br />I
<br />ST
<br />ST
<br />� I J • 1
<br />L •
<br />• �I��III �1Sol
<br />STORM SEWER PIPE SCHEDULE
<br />MANHULt UK UAIUN BASIN
<br />STRUCTURE INSIDE DIA.* CASTING**
<br />tLLVAIIUNJ
<br />RIM INVERT
<br />JtWtK Hl't LLAVINQ7
<br />LENGTH SIZE
<br />IU
<br />STRUCTURE
<br />1
<br />COMMENTS
<br />CO1
<br />6"
<br />R-1976
<br />909.20
<br />906.28
<br />100 LF
<br />6" SCH 40 PVC @ 1.00%
<br />CO2
<br />CHAMBERS W/ ISOLATOR RO
<br />CO2
<br />8"
<br />R-1976
<br />909.65
<br />905.28
<br />100 LF
<br />8" SCH 40 PVC @ 1.00%
<br />CO3
<br />MINIMUM OF 4 -INCHES OF SAND/COMPOST MIX. SAND/COMPOST MIX SHALL BE
<br />CO3
<br />8"
<br />R-1976
<br />910.05
<br />904.28
<br />100 LF
<br />8" SCH 40 PVC @ 1.00%
<br />C04
<br />O
<br />C04
<br />8"
<br />R-1976
<br />909.60
<br />903.28
<br />70 LF
<br />8" SCH 40 PVC @ 1.00%
<br />CB1
<br />PROJECT
<br />CBI
<br />48"
<br />R -3067-L
<br />905.50
<br />INV=902.58=
<br />SUMP=898.58
<br />16 LF
<br />15" HDPE @ 0.50%
<br />FES1/IB1
<br />INV 902.50
<br />FES2/1131
<br />N/A
<br />N/A
<br />N/A
<br />902.50
<br />14 LF
<br />12" HDPE @ 0.40%
<br />STRUCTURE #1
<br />STRUCTURE #1
<br />SEE DETAIL
<br />902.44
<br />130 LF
<br />12" HDPE @ 0.40%
<br />CB2
<br />U
<br />CB2
<br />48"
<br />R -3067-L
<br />905.30
<br />901.92
<br />32 LF
<br />12" HDPE @ 0.40%
<br />CB3
<br />CB3
<br />48"
<br />R -3067-L
<br />905.30
<br />901.79
<br />70 LF
<br />12" HDPE @ 0.40%
<br />CB4
<br />CB4
<br />48"
<br />R -3067-L
<br />905.50
<br />901.51
<br />96 LF
<br />18" SCH 40 PVC @ 0.307o
<br />CB5
<br />O
<br />60"
<br />R -3067-L
<br />905.50
<br />=01.22CB5
<br />897 22
<br />SIUMP 9
<br />24 LF
<br />24" HDPE @ 0.30%
<br />STORMTECH
<br />INV = 901.15
<br />SIUKMILCH
<br />SYSTEM
<br />N/A
<br />N/A
<br />N/A
<br />901.15
<br />10 LF
<br />12" HDPE @ 0.40%
<br />OUTLET
<br />STRUCTURE #2
<br />STRUCTURE #2
<br />SEE DETAIL
<br />901.11
<br />38 LF
<br />12" HDPE @ 0.40%
<br />STMH1
<br />C136
<br />48"
<br />R -3067-L
<br />906.30
<br />902.30
<br />106 LF
<br />15" RCP @ 1.08%
<br />CB7
<br />C137
<br />48"
<br />R -3067-L
<br />906.30
<br />901.16
<br />18 LF
<br />15" RCP @ 1.11%
<br />STMH1
<br />STMH 1
<br />48"
<br />R-1733
<br />906.80
<br />900.96
<br />214 LF
<br />15" RCP @ 0.35%
<br />STMH2
<br />STMH2
<br />48"
<br />R-1733
<br />904.70
<br />900.21
<br />86 LF
<br />15" RCP @ 0.34%
<br />STMH3
<br />STMH3
<br />48"
<br />R-1733
<br />905.00
<br />"ORIFICE=903.
<br />INV=899.91
<br />30 LF
<br />15" RCP @ 0.33%
<br />EXISTING MH
<br />=
<br />INV 899.81
<br />C05
<br />6"
<br />R-1976
<br />909.25
<br />906.60
<br />76 LF
<br />6" SCH 40 PVC @ 1.00%
<br />C06
<br />C06
<br />6"
<br />R-1976
<br />908.25
<br />905.84
<br />76 LF
<br />6" SCH 40 PVC @ 1.00%
<br />C07
<br />C07
<br />8"
<br />R-1976
<br />908.05
<br />905.08
<br />76 LF
<br />8" SCH 40 PVC @ 1.00%
<br />C08
<br />C08
<br />8"
<br />R-1976
<br />908.20
<br />904.32
<br />100 LF
<br />8" SCH 40 PVC @ 1.00%
<br />CB8
<br />CB8
<br />48"
<br />R -3067-L
<br />906.50
<br />SIUMP9899.32
<br />108 LF
<br />15" HDPE @ 0.30%
<br />FES3/IB2
<br />INV = 903.00
<br />CB9
<br />48"
<br />R -3067-L
<br />903.00
<br />INV=RMTECH
<br />SUMP=895.07
<br />14 LF
<br />24" HDPE @ 0.50%
<br />SYSTEM #2
<br />INV = 899.00
<br />CB10
<br />48"
<br />R -3067-L
<br />903.00
<br />900.00
<br />86 LF
<br />15" HDPE @ 1.06%
<br />CBl0A
<br />CBl0A
<br />48"
<br />R -3067-L
<br />905 90
<br />18 LF
<br />24"HDPE @ 0 50%
<br />INV - 899 00
<br />2.40 STORAX WATER STORAC,Y \ \ x� SUMP=895.09 -
<br />4 SYSTEM`#2: p \
<br />,20 C7 I -9!D (9) ROWS 0(10) SC -7,40 \ \ \ / *MANHOLE INTERIOR DIAMETERS WERE DETERMINED USING SIZING CALCULATION SOFTWARE PROVIDED BY CRETEX NORTH CONCRETE.
<br />972 O CHAMBERS W7 ISO�fCTOR THE CONTRACTOR SHALL VERIFY THAT THE INTERIOR DIAMETERS SHOWN ON THE ABOVE TABLE ARE APPROPRIATE.
<br />ROW SEE 4/C3 / \ \ \ \ ' !i
<br />1 1'85 SS "� Ntj. v I I / 10 30 I CO '7-1\ *ALL SPECIFIED CASTINGS ARE MANUFACTURED BY NEENAH FOUNDARY COMPANY
<br />I I \ \ \ c
<br />12.5 1 1 I INTERSE �%i
<br />q I EASTLINoFwEST \ \ \� \\\ �� GRADING NOTES:
<br />10 p 475 FT & 56UTH LIN \ \
<br />1 I I OF NORTH 1901 FT O \ \ E 0 \ 410
<br />`
<br />1 I OF NEI/4 OF 51 °0 \ \ \ \\\ \ / 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS, AND RIM
<br />9 5T M= 6.0 1 SEC. 8, T.30, R.23.\ SW'LY F \ \�\ O AND INVERT ELEVATIONS, OF EXISTING DRAINAGE AND SANITARY STRUCTURES. LOCATION
<br />2015"R.C..- IN 18 � � STATE TR AND SIZE OF EXISTING SANITARY, WATER, AND STORM SEWER STUBS, AND EXISTING
<br />10 TtN\ V -q I I 6 N-^' \ \ \ �\ \ GRADES SHALL ALSO BE VERIFIED.
<br />1 I 03.45 p Coote
<br />2. EXISTING TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A TOPOGRAPHICAL
<br />FT
<br />90
<br />�� 08
<br />ACROSS INFILTRATION BASIN AREAS, AND BE ONLY LOW IMPACT TRACK EQUIPMENT. BASIN
<br />OUTLET
<br />STRUCTURE #2
<br />AREAS SHALL BE EXCAVATED WITH A BACKHOE STATIONED OUTSIDE OF THE AREA AS MUCH
<br />(SEE 10/C2)
<br />AS POSSIBLE.
<br />UNDERGROUND STORMTECH
<br />2. DURING CONSTRUCTION OF THE ADJACENT PARKING LOT AND BUILDING, THE
<br />STORM WATER STORAGE SYSTEM #1:
<br />INFILTRATION BASIN AREA SHALL BE PROTECTED FROM TRAFFIC AND SEDIMENT
<br />(10) ROWS OF (16) MC -4500 -
<br />WITH SILT FENCE.
<br />CHAMBERS W/ ISOLATOR RO
<br />(SEE 3/C3)
<br />ZONED: R-1 (SINGLE FAMILY RESIDENTIAL)
<br />NOT
<br />OF 24 INCHES WITH THE USE OF APPROPRIATE EQUIPMENT (TILLER, RIPPER, ETC.).
<br />INFILTRATION BASIN NOTES:
<br />1 1 FT \ \ \ SURVEY PROVIDED BY O'MALLEY & KRON LAND SURVEYORS, COLD SPRING, MN. (320) 685-5905
<br />C. 3 , R.2 03.45
<br />139 KI E _ \ \ \ \ 3. BENCHMARK: TOP NUT OF HYDRANT LOCATED IN SOUTHWEST QUADRANT OF INTERSECTION
<br />C
<br />Tv \ OF COUNTY ROAD H2 AND GREENFIELD AVENUE - ELEV = 910.79 (88 DATUM)
<br />o J •�S � \�tiA \ \ \ �
<br />Cg D o O 4. NOTIFY ENGINEER IMMEDIATELY IF ANY INCONSISTENCIES ARE DISCOVERED BETWEEN
<br />/07• I� EDdt IGS E 0 O��O ` \ \ ACTUAL SITE CONDITIONS AND WHAT IS SHOWN ON THE PLANS, WHICH ARE
<br />SO o O O \0 \ \ \ SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS.
<br />D6 CB
<br />RB CU CB _ - - - - - `3 Os \ \\ \ \
<br />06 0 ` \\ \ ` \ 5. IF REQUIRED BY THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, THE
<br />F ROUTE - -_� 906 •8 h � \ O \ \
<br />- - �`V C 1 / 4 \ o \ \\ OWNER OR CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT PRIOR TO THE
<br />ss i O b x \ \ INSTALLATION OF ANY STORM SEWER UTILITIES.
<br />-u' WA
<br />O6 1 0 .60 O TH
<br />N R DOC.
<br />CB 90 E1/4O / - \ \ 6. THE CONTRACTOR SHALL CONTACT GOPHER ONE CALL AT (800) 252-1166 FOR A
<br />CB7 CB6
<br />CB3 \ 5 _ _ _ \ Com° \ UTILITY LOCATE PRIOR TO THE START OF CONSTRUCTION AND VERIFY LOCATIONS OF
<br />m-- 1 - _ - - 90 EOROU \� UTILITIES BEFORE BEGINNING WORK.
<br />06.,501 z OHP` \ \ \ 7. SEE SHEET C2 FOR STANDARD DETAILS.
<br />------ �_-- O \ \
<br />6, S 55 EOF ROUTE EOF ROUTE - - \ \ \ \ 8. ALL LENGTHS OF STORM SEWER OR CULVERT PIPE SPECIFIED ON THIS PLAN INCLUDE
<br />1 L 1 EX I O$ 0)�S / �\ \ THE LENGTHS OF ANY ASSOCIATED FLARED END SECTIONS.
<br />Z 1 INTERSECTION OF RETAINING WALL NOTE: HIGHEST ELEVATION ALONG FES1
<br />EAST LINE OF WEST LENGTH = 34 LF EMERGENCY OVERFLOW (EOF) FES2 \ \ 9. TRASH GUARDS SHALL BE INSTALLED ON ALL STORM SEWER END SECTIONS.
<br />RIM- 330 FT & SOUTH LINE HEIGHT= 0 TO 1.5 -FT ROUTE IS 906.0
<br />I =897. 95 EX i O N OUTLET ZO ED: PUD (PLANNED UNIT DEVELOPMENT) \ 10. FINISHED ELEVATIONS OF LAWN/GREEN AREAS ADJACENT TO BUILDINGS SHALL BE
<br />DEMOLITION sA W OF NORTH 365.46 FT ZONED: R-4 (HIGH DENSITY RESIDENTIAL) I STRUCTURE #1 A MINIMUM OF 6" BELOW FINISHED FLOOR OR TOP -OF -BLOCK ELEVATION.
<br />LIMITS I OF NEI/4 OF SWI/4, D I (SEE 9/C2) INFILTRATION BASIN #1
<br />1 Q I SEC. 8, T.30, R.23. 1 D (SEE 1/C3)
<br />1 I A BOTTOM F IN = 899.5 1 1. CONTRACTOR SHALL PERFORM CALCULATIONS TO VERIFY EARTHWORK QUANTITIES.
<br />O I D BASIN O (�--2.5 CONTRACTOR'S BID SHALL BE BASED ON EARTHWORK CALCULATIONS COMPLETED BY
<br />I J N I TOP OF SIN = 906.0 THE CONTRACTOR
<br />I � I SEGO NE
<br />12. SPOT ELEVATIONS ARE FLOW LINE AND/OR FINISHED GRADES, UNLESS OTHERWISE
<br />I 1 INDICATED. TOP OF CURB ELEVATIONS ARE 6" ABOVE THE FLOW LINE SPOT
<br />NEER BLOCK BLOCK ELEVATION SHOWN ON THE PLANS, UNLESS NOTED OTHERWISE.
<br />1 IGEN 13. "EX" DENOTES EXISTING SPOT ELEVATIONS. "HP" DENOTES HIGH POINTS.
<br />I � I C
<br />14. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUTTER, UNLESS NOTED
<br />OTHERWISE. PROPOSED ELEVATIONS ARE INTENDED TO PROVIDE POSITIVE DRAINAGE
<br />1. TRAFFIC FROM CONSTRUCTION EQUIPMENT SHALL BE LIMITED AS MUCH AS POSSIBLE
<br />4. ONCE EXCAVATED TO FINAL GRADE INFILTRATION AREAS SHALL BE INSPECTED TO ENSURE
<br />ACROSS INFILTRATION BASIN AREAS, AND BE ONLY LOW IMPACT TRACK EQUIPMENT. BASIN
<br />THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITY IS REACHING THE
<br />AREAS SHALL BE EXCAVATED WITH A BACKHOE STATIONED OUTSIDE OF THE AREA AS MUCH
<br />INFILTRATION AREA. ALL INFILTRATION AREAS SHALL BE INSPECTED TO ENSURE THAT
<br />AS POSSIBLE.
<br />UNAUTHORIZED EQUIPMENT IS NOT BEING DRIVEN ACROSS THE INFILTRATION AREAS.
<br />2. DURING CONSTRUCTION OF THE ADJACENT PARKING LOT AND BUILDING, THE
<br />5. ONCE THE INFILTRATION BASINS ARE COMPLETED AND THE SITE HAS BEEN
<br />INFILTRATION BASIN AREA SHALL BE PROTECTED FROM TRAFFIC AND SEDIMENT
<br />STABILIZED, THE CONTRACTOR SHALL ARRANGE AND PAY FOR TESTING THE
<br />WITH SILT FENCE.
<br />INFILTRATION RATES OF THE BOTTOMS OF THE BASINS. THE TEST RESULTS SHALL
<br />BE SUBMITTED TO THE CITY AND THE ENGINEER.
<br />3. THE BOTTOM OF THE INFILTRATION BASIN SHALL BE SCARIFIED TO A MINIMUM DEPTH
<br />6. FINAL STABILIZATION OF THE INFILTRATION BASINS SHALL NOT BE COMPLETED UNTIL
<br />OF 24 INCHES WITH THE USE OF APPROPRIATE EQUIPMENT (TILLER, RIPPER, ETC.).
<br />THE UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED.
<br />AFTER SCARIFICATION, THE BASIN SIDEWALLS AND BOTTOM SHALL BE LINED WITH A
<br />Z
<br />MINIMUM OF 4 -INCHES OF SAND/COMPOST MIX. SAND/COMPOST MIX SHALL BE
<br />PLACED AS LOOSELY AS POSSIBLE.
<br />w
<br />BOTTOM OF BACKFILL/
<br />TOP OF CRUSHED ROCK
<br />ELEVATION =905.23
<br />TOP OF CHAMBER
<br />ELEVATION=904.23
<br />U
<br />TOP OF PAVEMENT
<br />LOW ELEVATION = 906.70
<br />HIGH ELEVATION = 910.75
<br />BOTTOM OF CLASS 5/
<br />TOP OF BACKFILL
<br />LOW ELEVATION = 905.95
<br />HIGH ELEVATION = 910.00
<br />INLET - ELEVATION=901.15 J
<br />(VERIFY W/ MANUFACTURER)
<br />BOTTOM OF CHAMBER
<br />OUTLET - ELEVATION=901.15 ELEVATION=899.23
<br />(VERIFY W/ MANUFACTURER) BOTTOM OF STONE
<br />ELEVATION =898.48
<br />NOTE: PAVEMENT AND CLASS 5
<br />ELEVATIONS SHOWN ON THIS
<br />DETAIL ARE THE ELEVATIONS AT
<br />THE HIGHEST AND LOWEST
<br />PAVEMENT ELEVATION ABOVE
<br />THE SYSTEM. SURFACE
<br />ELEVATIONS WILL VARY ABOVE
<br />THE STORMTECH SYSTEM.
<br />FOR ADDITIONAL INFORMATION
<br />REGARDING THE STORMTECH
<br />SYSTEM, CONTACT THE
<br />FOLLOWING:
<br />ADS CONTACTS:
<br />TOM ROONEY
<br />(612)756-3552
<br />MIKE ARENDS
<br />(612)597-1909
<br />NOTE: THE PURPOSE OF THIS DETAIL IS TO SHOW THE RELEVANT ELEVATIONS OF THE STORMTECH MC -4500
<br />UNDERGROUND STORM WATER SYSTEM FOR THIS PROJECT. SEE PLAN FOR NUMBER OF ROWS, AS WELL AS NUMBER
<br />OF CHAMBERS PER ROW. THE CONTRACTOR SHALL INSTALL THE UNDERGROUND STORM WATER SYSTEM PER SHOP
<br />DRAWINGS TO BE PREPARED BY THE SUPPLIER AND APPROVED BY THE ENGINEER. THE SYSTEM SHALL ALSO BE
<br />INSTALLED IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS.
<br />UNDERGROUND STORM WATER STORAGE SYSTEM # 1 ELEV
<br />NTS
<br />TOWARDS CATCH BASINS AND/OR OUTLETS. THE CONTRACTOR SHALL BE
<br />STORMTECH SYSTEM NOTES. RESPONSIBLE TO PROVIDE THE REQUIRED ELEVATIONS, WHICH WILL PROMOTE
<br />POSITIVE DRAINAGE THROUGHOUT THE PROJECT SITE.
<br />1. TRAFFIC FROM CONSTRUCTION EQUIPMENT SHALL BE LIMITED AS MUCH AS
<br />POSSIBLE ACROSS AREA DESIGNATED FOR STORMTECH SYSTEM, AND BE ONLY
<br />LOW IMPACT TRACK EQUIPMENT. DESIGNATED AREA SHALL BE EXCAVATED
<br />WITH A BACKHOE STATIONED OUTSIDE OF THE AREA AS MUCH AS POSSIBLE.
<br />2. THE BOTTOM OF THE STORMTECH EXCAVATION SHALL BE SCARIFIED TO A
<br />MINIMUM DEPTH OF 24 INCHES WITH THE USE OF APPROPRIATE EQUIPMENT
<br />(TILLER, RIPPER, ETC.) PRIOR TO PLACEMENT OF THE CRUSHED ROCK BASE
<br />3. ONCE THE EXCAVATION AND SCARIFICATION IS COMPLETED, THE CONTRACTOR
<br />SHALL ARRANGE AND PAY FOR TESTING THE INFILTRATION RATE OF THE BOTTOM OF
<br />THE EXCAVATION PRIOR TO PLACEMENT OF THE CRUSHED ROCK BASE. THE TEST
<br />RESULTS SHALL BE SUBMITTED TO THE CITY AND THE ENGINEER.
<br />4. STORMTECH SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE
<br />MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
<br />TOP OF PAVEMENT
<br />LOW ELEVATION = 903 70
<br />BOTTOM OF BACKFILL/
<br />TOP OF CRUSHED ROCK
<br />HIGH ELEVATION = 907.00
<br />ELEVATION =902.00
<br />BOTTOM OF CLASS 5/
<br />TOP OF CHAMBER
<br />TOP OF BACKFILL
<br />ELEVATION=901.50
<br />LOW ELEVATION = 903.05
<br />_
<br />HIGH ELEVATION = 906.25
<br />INLET - ELEVATION =899.00 -
<br />(VERIFY W/ MANUFACTURER)
<br />BOTTOM OF CHAMBER
<br />ELEVATION =899.00
<br />BOTTOM OF STONE
<br />ELEVATION=898.50
<br />FOR ADDITIONAL INFORMATION
<br />REGARDING THE STORMTECH
<br />SYSTEM, CONTACT THE
<br />FOLLOWING:
<br />ADS CONTACTS:
<br />TOM ROONEY
<br />(612)756-3552
<br />MIKE ARENDS
<br />(612) 597-1909
<br />NOTE: THE PURPOSE OF THIS DETAIL IS TO SHOW THE RELEVANT ELEVATIONS OF THE STORMTECH SC -740
<br />UNDERGROUND STORM WATER SYSTEM FOR THIS PROJECT. SEE PLAN FOR NUMBER OF ROWS, AS WELL AS NUMBER
<br />OF CHAMBERS PER ROW. THE CONTRACTOR SHALL INSTALL THE UNDERGROUND STORM WATER SYSTEM PER SHOP
<br />DRAWINGS TO BE PREPARED BY THE SUPPLIER AND APPROVED BY THE ENGINEER. THE SYSTEM SHALL ALSO BE
<br />INSTALLED IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS.
<br />UNDERGROUND STORM WATER STORAGE SYSTEM #2 ELEV
<br />NTS
<br />BOTTOM OF BACKFILL/
<br />TOP OF CRUSHED ROCK
<br />ELEVATION=902.00
<br />TOP OF CHAMBER
<br />ELEVATION =901.507
<br />NOTE: CADD FILES FOR ESTIMATING EARTHWORK QUANTITIES ARE AVAILABLE
<br />TO CONTRACTORS FOR PREPARING BIDS. IN ORDER TO RECEIVE THE CADD FILES,
<br />THE CONTRACTOR WILL NEED TO SIGN A HOLD -HARMLESS AGREEMENT PROVIDED
<br />BY SCHULTZ ENGINEERING & SITE DESIGN, AND AGREE TO PAY A $50 PROCESSING
<br />FEE. THE CADD FILES WILL BE RELEASED UPON RECEIPT OF THE CHECK
<br />TOP OF PAVEMENT
<br />LOW ELEVATION = 905.95
<br />HIGH ELEVATION = 909.20
<br />BOTTOM OF CLASS 5/
<br />TOP OF BACKFILL
<br />LOW ELEVATION = 905.20
<br />HIGH ELEVATION = 908.45
<br />yl n
<br />u V
<br />INLET - ELEVATION =899.00
<br />(VERIFY W/ MANUFACTURER)
<br />BOTTOM OF CHAMBER
<br />ELEVATION=899.00
<br />BOTTOM OF STONE
<br />ELEVATION=898.50
<br />NOTE: PAVEMENT AND CLASS 5
<br />ELEVATIONS SHOWN ON THIS
<br />DETAIL ARE THE ELEVATIONS AT
<br />THE HIGHEST AND LOWEST
<br />PAVEMENT ELEVATION ABOVE
<br />THE SYSTEM. SURFACE
<br />ELEVATIONS WILL VARY ABOVE
<br />THE STORMTECH SYSTEM.
<br />FOR ADDITIONAL INFORMATION
<br />REGARDING THE STORMTECH
<br />SYSTEM, CONTACT THE
<br />FOLLOWING:
<br />ADS CONTACTS:
<br />TOM ROONEY
<br />(612) 756-3552
<br />MIKE ARENDS
<br />(612)597-1909
<br />NOTE: THE PURPOSE OF THIS DETAIL IS TO SHOW THE RELEVANT ELEVATIONS OF THE STORMTECH SC -740
<br />UNDERGROUND STORM WATER SYSTEM FOR THIS PROJECT. SEE PLAN FOR NUMBER OF ROWS, AS WELL AS NUMBER
<br />OF CHAMBERS PER ROW. THE CONTRACTOR SHALL INSTALL THE UNDERGROUND STORM WATER SYSTEM PER SHOP
<br />DRAWINGS TO BE PREPARED BY THE SUPPLIER AND APPROVED BY THE ENGINEER. THE SYSTEM SHALL ALSO BE
<br />INSTALLED IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS.
<br />UNDERGROUND STORM WATER STORAGE SYSTEM #3 ELEV
<br />NTS
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