record drawings

RECORD DRAWINGThe Engineer will not be responsible for any errors or omissions

incorporated into this document as a result of informationcompiled and furnished by others.

1 11/12 GMGRECORD DRAWINGS

RECORD DRAWINGS

PROVIDED BY CONTRACTOR

CONSTRUCTION RECORDS

REVISED TO CONFORM TO

BY GMG

11/13DATE

CRS NO.

[email protected]

CELL: (715) 803- 8009

[email protected]

CELL: (715) 573-7806

[email protected]

[email protected]

SCOTT OLSEN

(715) 302-1348

G1.dgn 1/16/2014 3:52:17 PM apaun

CHECKED BY:

PROJECT NO.:

PLOT DATE:

PROJECT DATE:

SCALE:

DRAWN BY:

AS SHOWN NO. DATE BY

SHEET

FILE NO.REVISION

NDVILLAGE OF KRONENWETTER

MARATHON COUNTY, WI

08999006

AP PHASE II DRAINAGE IMPROVEMENTS$DATE$ 8999006

715-384-2133 1-877-204-0572 Fax: 715-384-9787

146 North Central Ave. Marshfield, WI 54449

Web Address: www.msa-ps.com© MSA Professional Services, Inc.

ACCESS DOOR

8 INCHES MINIMUM

10"

STONEBEDDING

A

A

SECTION A-A

PRECAST REINFORCEDCONCRETE FLAT TOP

ACCESS DOOR DETAILSSCALE: NONE SCALE: NONE

SECTION B-B

1'-9"

8"

4'-0"

GATE DETAILS

REINFORCEDCONCRETE

8 INCHES MINIMUM

MANHOLE

8'X8' PRECAST

10"

STONEBEDDING

PRECAST REINFORCEDCONCRETE FLAT TOP

3'-3"

FLOW

ACCESS DOOR

GATES (TYP.)

TOP ELEV. = 1194.64

WEIR ELEV. = 1190.00


TOP ELEV. = 1194.64



8'-0"

8'-0"

I.E. = 1186.75

STORM SEWER

PROP. 18" HDPE

2'-0"

2'-0"

FL

OW

HANDLE

STANDARD "R"

(VARIES)

DEPTH

CHANNEL

POLYMER GUIDE

3 YEAR GUARANTEE·

MOUNTING HOLES AND S.STL. MOUNTING HARDWARE

·

HANDLE "P"OPTIONAL OR HANDLE "R"STANDARD ·

DEEP SEATING FOR OPTIMUM TRACKING ·

ON FRAMENON-OZONE DEPLETING BITUMINOUS COATING·

LOW COEFFICENT OF FRICTION·

TO DEFLECT NO MORE THAN 1/360th OF SPAN

REINFORCED 1/4" (7 MM) THICK 6061-T6 ALUMINUM GATE·

POLYMER GUIDE, WRAP AROUNDONE-PIECE

ONE-PIECE 6061-T6 EXTRUDED ALUMINUM FRAME ·

SPECIFICATIONS:

15"

1'6"

(VARIES)

HEIGHT

GATE

' NEOPRENE SEAL41

I.E.=1189.00

I.E.=1188.00

I.E.=1187.00

I.E.=1189.00

I.E.=1188.00

I.E.=1187.00

F.E.E.=1186.00

F.E.E.=1186.00

CHAIN LOCK BRACKET

OF CONCRETE LID

MOUNTED TO UNDERSIDE

CHAIN LOCK BRACKET

ANGLE IRON

" GALVANIZED834"x4"x

1'-0"

I.E. = 1186.50

STORM SEWER

PROP. 18" RCP

CENTER IN OPENING

FROM POND, I.E. = 1186.50.

PROP. 18" RCP STORM SEWER

CENTER IN OPENING

I.E. = 1186.75.

STORM SEWER

PROP. 18" HDPE

3.5"

15"

GATE WIDTH

3" BELOW INVERT ELEV.

NOTE: MOUNT GATES

LAYOUT PLAN

#N1A STOP GATE (OR APPROVED EQUAL)

HALLIDAY PRODUCTS

FOR SAFETY

COTTER PIN BOLT

SIZE 4/0

ZINC FINISH CHAIN

CUTOUT

SELF-LOCKING KEYHOLE

KEY HOLE TO BE MOUNTED DIRECTLY ABOUT GATE.3.

BRACKET TO BE HOT DIPPED GALVANIZED.2.

4" MOUNTING SCREWS.

TO BOTTOM OF CONCRETE LID WITH

MOUNT CHAIN LOCKING BRACKET1.

NOTES:

SELF-LOCKING SLOT

KEYHOLE CUT-OUT WITH

LIFETIME GUARANTEE·

RECESSED LIFTING HANDLE·

EXTRUDED ALUMINUM CHANNEL FRAME·

H20 LOAD RATING (SEE NOTES)·

DOUBLE LEAF CONSTRUCTION·

STAINLESS STEEL COMPRESSION SPRING ASSIST·

REMOVABLE KEY

T-316 STAINLESS STEEL SLAM LOCK WITH ·

ATTACHING HARDWARE

T-316 STAINLESS STEEL HINGES AND ·

HOLD OPEN ARM WITH RELEASE HANDLE

AUTO-LOCK T-316 STAINLESS STEEL ·

SECTION

LIFTING HANDLESLAM LOCK

OVERALL

(342 MM)A DIM. + 13 1/2"

A OPENING

C

OP

ENIN

G

OV

ER

ALL

(190

MM)

C

DIM.

+ 7 1/

2"

A OPENING

CENTER SUPPORT BEAM

OPEN POSITION)

(COVER SHOWN IN

(89 MM)

3 1/2"

(165 MM)

6 1/2"

COUPLING

ALUMINUM

(38 MM) 1 1/2"

(76 MM)

3"

SUPPORT ANGLES.

"A" CONCRETE UNDER FRAME AND

2) PROVIDE A FULL BED OF CLASS

HIGH DENSITY TRAFFIC.

LOCATION WHERE NOT SUBJECTED TO

1) SUITABLE FOR USE IN OFF STREET

NOTES:

SPRING ASSIST

HOLD OPEN ARM WITH S.STL.

S.STL. & ALUM. POSITIVE LOCKING

ALUMINUM COVER PLATE

THICK DIAMOND PATTERN (7 MM)1/4"

WITH TAMPER PROOF FASTENERS

T-316 STAINLESS STEEL HINGES

PRIMER REQUIRED

SADDLE BOLTED TO FRAME

T-316 STAINLESS STEEL

#H2W6060 ACCESS DOOR (OR APPROVED EQUAL)

HALLIDAY PRODUCTS

SPECIFICATIONS:

STANDARD SIZES

QTY.NO.

MODEL

(MM)

INCHES

A DIM.

(MM)

INCHES

C DIM.

(KG.)

LBS.

UNIT WT.

H2W6060 )60 (1524 )60 (1524 (169)373 1

BB

8'X8' PRECAST REINFORCEDCONCRETE VAULT

PRECAST REINFORCED OUTLET CONTROL STRUCTURE

PRECAST REINFORCED

G 9

OUTLET CONTROL STRUCTURE DETAILS

FLOW

CONCRETE WEIR WALL

6" 6"

(TYP.)

12"x12" OPENING

1'-3"

GATE

12"

715-384-2133 1-877-204-0572 Fax: 715-384-9787

146 North Central Ave. Marshfield, WI 54449

Web Address: www.msa-ps.com© MSA Professional Services, Inc.

1191.58

1190.10

1186.57

1186.07

1187.13

1188.11

1189.11



Structure Details.dgn 1/16/2014 3:52:18 PM apaun




I.E. = 1178.58

4'x4' INSULATION

TOP OF WATER LATERAL = 1182.00

TOP OF SANITARY LATERAL = 1179.85

INSTALLED 4'x4' INSULATION

STORM SEWER INSTALLED OVER LATERALS

I.E. = 1178.72

I.E. = 1178.72

I.E. = 1181.93

I.E. = 1181.93

I.E. = 1181.95

104.69 SY

116.48 SY

BOTTOM OF STORM SEWER = 1181.94

TOP OF WATER = 1181.43

PP1.dgn 1/16/2014 3:52:24 PM apaun




I.E. = 1190.27

I.E. = 1190.64I.E. = 1191.35

I.E. = 1191.53

73.7 SY

7.6 SY SHOULDER

46.73 SY

156.44 SY

1.2 SY SHOULDER

54.91 SY

7 SY SHOULDER

I.E. = 1192.64

I.E. = 1192.91 INLET

SPLIT FLOW

26 LF

I.E. = 1192.82

I.E. = 1192.97

I.E. = 1182.83 (18" W)

I.E. = 1182.89 (18" E)

I.E. = 1184.11

I.E. = 1184.15

I.E. = 1183.93 (18'' W)

4' OF 4'' PIPE

TOP OF RISER 1183.82

RESET SEWER LATERAL

TOP OF WATER MAIN = 1186.14

BOTTOM OF WATER MAIN = 1185.59

CLEARANCE = 0.07'

TOP OF STORM SEWER PIPE = 1185.52TOP OF WATER = 1185.93

BOTTOM OF STORM SEWER PIPE = 1183.06

TOP OF SEWER LATERAL = 1182.20

SET RIM INVERT = 1192.66

EXISTING INVERT = 1184.14

EXISTING RIM = 1193.34

SET RIM ELEVATION TO 1192.24

EXISTING BASIN ELEVATION = 1193.29

DITCHING

EXISTING GRAVEL DRIVE

WEST CULVERT INV. = 1193.51

EAST CULVERT INV. = 1193.62

PP2.dgn 1/16/2014 3:52:30 PM apaun




26.95 SY SHOULDER

46.12 SY

131.67 SY

I.E. = 1192.05

I.E. = 1192.21

10"I.E. = 1184.40

STA. 271+33

I.E. = 1184.94 (10" N,S)

334.5 LF

STA. 274+67

I.E. = 1185.27 (18'' E)

I.E. = 1185.26 (18'' W)

PLACE 12" HDPE DEWATERING PIPE

JPS CAPPED AND ABANDONED IN

FLUME ADDED

ENDWALL

ADDED

FLUME

RIP RAP

13.20'

17.5'SET INVERT ELEVATION AT 1193.38

AND ENDWALL ADDED

EXISTING 18" CULVERT EXTENDED 16'

@ 0.40%

NEW LOCATION IS 8' NORTH OF POWER POLE

PIPE DEFLECTED TO AVOID POWER POLE18" STORM SEWER

10.5' NON-PERFERATED

STARTING AT STA. 274+79.50

PERFORATED 18" STORM SEWER

EXISTING INVERT = 1193.66

2 X10"

TOP OF WATER MAIN = 1187.81

BOTTOM OF WATER MAIN = 1186.81

NORTH TO DRIVEWAY

DITCHING AND EMAT APPLIED

10" SS

10"

SOUTH TO DRIVEWAY

DITCHING AND EMAT APPLIED

PP3.dgn 1/16/2014 3:52:35 PM apaun




144.99 SY

276+75 - 277+15

18'' TO NON PERFORATED

TRANSITION FROM PERFORATED

NON PERFORATED

277+35 - 277+50

277+69 - 278+69 PERFORATED

277+50 - 277+69 NON PERFORATED

STA. 278+76 I.E. 1194.63

I.E. 1194.73

STA. 280+70

6" HDPE WATER MAIN

NOT INSTALLED

STA. 277+75 - 277+35 PERFORATED

VILLAGE

TOP OF 4" HDPE SEWER = 1188.68

TOP OF 1" WATER LATERAL = 1188.68

279+40

TOP OF 4" SEWER LATERAL = 1188.68

CLEARANCE = 1.0'

TOP OF STORM SEWER = 1187.34TOP OF WATER MAIN = 1187.75 STORM SEWER

WATER MAIN TO BOTTOM OF

0.16' CLEARANCE BOTTOM OF

PP4.dgn 1/16/2014 3:52:41 PM apaun




STA. 283+90

154.45 SY

I.E. = 1192.56

I.E. = 1192.80

STA. 287+14

1192.48

I.E. = 1186.52 (W)

= 1186.10

TOP OF WATER MAIN

PP5.dgn 1/16/2014 3:52:46 PM apaun

50 SY




I.E. = 1191.94

I.E. = 1188.49

I.E. = 1186.77

I.E. = 1188.09

I.E. = 1186.57

INSTALL 12" HDPE

REMOVE EXISTING 12" HDPE

& ENDWALLS

& ENDWALLS

CENTER ON WTER AND SEWER

BRYCE LANE RELOCATED TO

1192.48

GRATE

FABRICATED

PP6.dgn 1/16/2014 3:52:53 PM apaun




I.E. = 1185.03

I.E = 1186.57

I.E. = 1186.77

I.E. = 1188.09

1185.03

PP7.dgn 1/16/2014 3:52:57 PM apaun


WYE 211+77

STA. 212+04

STA. 212+02

I.E. = 1185.42

I.E. = 1185.42

I.E. = 1186.11



PP8.dgn 1/16/2014 3:53:02 PM apaun

DRIVEWAY

54.91 SY ASPHALT

94.04 SY

17.04 SY SHOULDER

OVER WATER LATERAL

16 SF INSULATION

I.E. = 1185.23 (12'' SW)

I.E. = 1185.18 (12'' N,E)

17.5'

13.2

0'

I.E. = 1193.20 (N)

I.E. = 1193.08 (S)

INSTALL 30 LF - 18'' HDPE CULVERT PIPE

REMOVE EXISTING 18'' RCPDITCHING AND EMAT

DITCHING AND EMAT

33"20"

7.0'

1184.57

PROFILE VIEW

1184.71

TOP VIEW

12" UNDER DRAIN

2" INSULATION

2" INSULATION

WATER LATERAL = 1187.55

BURY 3.11'

DITCH INVERT = 1190.66

DITCH CROSS SECTION

TOP OF WATER LATERAL = 1186.06



PP9.dgn 1/16/2014 3:53:07 PM apaun




101.69 SY

76.77 SY

I.E. = 1190.80

I.E. = 1191.16

I.E. = 1186.100.90%

I.E. = 1185.78

I.E. = 1185.54

1185.85

1185.47

1185.74

1186.91

1.80%

PROFILE VIEW

PP10.dgn 1/16/2014 3:53:13 PM apaun

15.66 SY

I.E. = 1189.26 (12'' E)

I.E. = 1189.21 (12'' NW)

36.5 LF

I.E. = 1188.82

0.77%

I.E. = 1189.85 (12'' W)

68 LF I.E. = 1192.47




47

PP11.dgn 1/16/2014 3:53:18 PM apaun

record drawings

Documents