HomeMy WebLinkAboutScan (4) co GRADING NOTES:
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8. CONTRACTOR SHALL PERFORM CALCULATIONS TO VERIFY EARTHWORK QUANTITIES. O U
( 2 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS,AND RIM CONTRACTOR'S BID SHALL BE BASED ON EARTHWORK CALCULATIONS COMPLETED BY 0 -
AND INVERT ELEVATIONS,OF EXISTING DRAINAGE AND SANITARY STRUCTURES. LOCATION
S� AND SIZE OF EXISTING SANITARY,WATER,AND STORM SEWER STUBS,AND EXISTING THE CONTRACTOR
GRADES SHALL ALSO BE VERIFIED.f co 9. SPOT ELEVATIONS ARE FLOW LINE AND/OR FINISHED GRADES,UNLESS OTHERWISE SIDE SLOPES OF TRENCH SHALL co
INDICATED. TOP OF CURB ELEVATIONS ARE 6"ABOVE THE FLOW LINE SPOT MEET OSHA REQUIREMENTS ,,
S u` 2. EXISTING TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A TOPOGRAPHICAL SURVEY L
G HOUSEELEVATION SHOWN ON THE PLANS,UNLESS NOTED OTHERWISE. Q co Co N
PROVIDED BY O'MALLEY&KRON LAND SURVEYORS,INC.,COLD SPRING,MN. (320) 685-5905 N_ O r
10. "EX"DENOTES EXISTING SPOT ELEVATIONS L (a N C9
i 3. BENCHMARK: TOP NUT OF HYDRANT LOCATED JUST EAST OF TRUCK SCALE(SEE PLAN) L C
ELEV=896.82(88 DATUM) ! -� -i i- O+'
11. "SPD"DENOTES STANDPIPE STORM DRAIN i i-3_ SEE SPECIFICATIONS FOR C
BACKFILL AND COMPACTION O C
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A. NOTIFY ENGINEER IMMEDIATELY IF ANY INCONSISTENCIES ARE DISCOVERED BETWEEN I I�..- -�I I.... co �- z
\ \_ 1 REQUIREMENTS c�
S� U`
ACTUAL SITE CONDITIONS AND WHAT IS SHOWN ON THE PLANS,WHICH ARE 4. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUTTER,UNLESS NOTED )((_.... �.. U C O N
\ OTHERWISE. PROPOSED ELEVATIONS ARE INTENDED TO PROVIDE POSITIVE DRAINAGE _{{{ '6 O O W
\ - ._ SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS. TOWARDS CATCH BASINS AND/OR OUTLETS. THE CONTRACTOR SHALL BEL{I,I' N C
RESPONSIBLE TO PROVIDE THE REQUIRED ELEVATIONS,WHICH WILL PROMOTE II Q N U
\ ! r, 5. IF REQUIRED BY THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY,THE POSITIVE DRAINAGE THROUGHOUT THE PROJECT SITE. I I__ �- COMPACTED GRANULAR w O O J
!I - BEDDING MATERIAL Q-
12
IN INSTALLATION OF ANY STORM SEWER UTILITIES PLUMBING PERMIT PRIOR TO THE _
OWNER OR CONTRACTOR SHALL OBTAIN A PLU
_ MEETING THE � y 4-
NOTE:
NOTE:CADD FILES FOR ESTIMATING EARTHWORK QUANTITIES ARE AVAILABLE I I 12": i- REQUIREMENTS OF Q 41
\\ IN RDER TO RECEIVE THE CADD FILES, i-_ -I I F MNDOT SPEC.3149.2H V N
\ \ sj 6. THE CONTRACTOR SHALL CONTACT GOPHER ONE CALL AT(800)252-1 166 FOR A TO CONTRACTORS FOR PREPARING BIDS. O N N 3
UTILITY LOCATE PRIOR TO THE START OF CONSTRUCTION AND VERIFY LOCATIONS OF THE CONTRACTOR WILL NEED TO SIGN A HOLD-HARMLESS AGREEMENT PROVIDED O
UTILITIES BEFORE BEGINNING WORK. BY SCHULTZ ENGINEERING&SITE DESIGN,AND AGREE TO PAY A$50 PROCESSING !' I-
I SHAPE BEDDING TO +r W
\ \ FEE. THE CADD FILES WILL BE RELEASED UPON RECEIPT OF THE CHECK _`(I 6 M1N I I' MATCH BELL SECTIONS co tl
\ QayA 41
7. FINISHED ELEVATIONS OF LAWN/GREEN AREAS ADJACENT TO BUILDINGS SHALL BE _�{{-{ {-{{�_ ((I- LIN
\\ \\ \\ AINING \ C l A MINIMUM OF b"BELOW FINISHED FLOOR OR TOP-OF-BLOCK ELEVATION. 'C-O -O r
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APPROVED EQUAL ❑ c+� j
t'. SET CASTING 1/2"BELOW M M=
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� °� ENCASE PVC WYE IN D.
SAND CUSHION W U/ '�
r / � 3-FT VALLEY GUTTER 59
MIN.}�3 CUBIC YARD � O
m / � S7 �`� @ 0.50% ' ;� l "WASHED ROCK C
\\ If ONE-PIECE SCH 40 w
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PVC CLEANOUT RISER N
SCH 40 El O
`�J: ' .� PVC WYE �/� N r31
CLEANOUT 1: NOTES: vJ C
f / BENCHMARK: t9 l RIM=894.00 i N
/ f' 1 INV E=889.59 ' t. N
T �. S INV S=886.17 t 1. CLEANOUTS SHALL BE Q
\ / 1' 6 �1 1 PAVEMENT FLOW INSTALLED AS PER THE MN O c
PLUMBING CODE
1 `� :DEMOLITION _
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j rK�u,. � S� _ SPD1 2. SEE PLAN FOR PIPE SIZE N
/ g h /` RIM=893.80 :
LIMITS ' Lo
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- �,: v F INV-889.80 ' AND ELEVATION �/� (r Z
48L i i RIM=890.10 v/ LOQ
8"SCH 40PVC INV=886.18 jOUT
N=
z x @ 1.00% NTS O
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LF PROPOSED BUILDING
SCH 40 PVC ADDITION TO MATCH _
/ / S PAVEMENT @ 1.00% EXISTING FLOOR ELEVATION
k DEMOLITION FFE 894 11 (FIELD VERIFY)
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/ / \ A,. `� LIMITS �
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�C: \ �� `ST CLEANOUT 2: @ 1.00%( P)
RIM=890.05
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� INV=885.69 � SPD3 �
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RIM-890.10 i � � DOWNSPOUT
INV=885.77 / O O
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,iCLEANOUT 3: �
CAST IRON SEE PLAN FOR PIPE DIAMETER N co
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KIM=890.05 co
/ \ \ EX 890 ' f;INV=885.46 DRAIN GRATE TO NO 0
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/// Ij COMPACTED EX
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\ 8 SCH 40 PVC RISER SCH 40 PVC TO AND INSTALL ALL SCH 40 PVC PIPE AND � d
PAVE ENT
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@ 1.00% STORM SEWER
/ FITTINGS AS NECESSARY TO CONNECT
EACH DESIGNATED STANDPIPE DRAIN Q
DEM QL ION l \ TO STORM SEWER (SEE GRADING PLAN
\ LIMITS \
\\\ J' � � "`' ~•.. ;_:/� ,� PAVEMENT FOR STORM SEWER LAYOUT). FITTING r N6
DEMOLITION SHALL CONSIST OF WYES AND BENDS. z
LIMITS TEES SHALL NOT BE ALLOWED.
TO
CLEANOUT4:
F � RIM=888.90
! 19� `� \~ IN INV=884.99 STANDPIPE STORM DRAIN SPD co
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/ \ 10"SCH 40 PVC 00 O
@ 1.00% C"7
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CONNECT Ib EXISTING °-' QLo Lo Q 00
CATCH BASIN I 0 z W
INV 884.83= / Q T
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a ff r RAMP ELEVATIONS D SLOPE
EA< ' EQUIPMENT PAD FOR FORKLIFT AC SS TO BE " 0
E Q O � > W W
FIELD VERIFIED WI ,OWNER m O Q L L U z
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GRADING PLAN
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