Camp Grayling Area 600 Utilities Drawings - B-C_Part1.pdf

PDF 5 MB Posted Mar 28, 2023

Attached to: 511/20313. CAK; Camp Grayling - Undrgrnd Utl. for Bldg. 674
Solicitation number: RFQ - 171 - 230000000328
Issued by: Crawford County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document contains civil utility drawings for the Camp Grayling Annual Training Site in Grayling, Michigan. The project is being managed by the Michigan Department of Military and Veterans Affairs and the Department of Design and Construction Division. The drawings include plans for the demolition of existing utilities, layout of proposed water mains and sanitary sewers, and grading and erosion control measures. The proposed work includes approximately 860 linear feet of water main and sanitary sewer installation, as well as related appurtenances such as hydrants, valves, and manholes. Bids for this project are due on March 15, 2023.

The bid documents provide general notes regarding contractor responsibilities such as permits, utility coordination, and record drawings. Pricing details, funding sources, and set-aside requirements are not included in the drawings. The incumbent contractor is not specified. The project appears to be funded by the State of Michigan, but the total project budget is not provided.

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Other files

File	Type	Posted
Camp Grayling Area 600 Utilities Drawings - B-C_Part2.pdf	PDF	Mar 28, 2023
Advertisement 20313.pdf	PDF	Mar 28, 2023
MtgAttend1 - 20313 Area 600 Utilities.doc	DOC document	Mar 28, 2023
Camp Grayling Area 600 Utilities Specifications - B-C.pdf	PDF	Mar 28, 2023

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PARADIGM DESIGN

www.paradigmae.com

Grand Rapids | Phoenix I Traverse City

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2009080GR

WILLIS MONTE HADLOCK, P.E.

MI - REGISTRATION #6201045738

EXP. DATE 09/02/2023

DEVELOPMENT REFERENCE:

OWNERS MICHIGAN DEPARTMENT OF MILITARY AND

VETERANS AFFAIRS

(517)-481-7561

CONTACT BRIAN BUSHNELL

CIVIL ENGINEER: PARADIGM DESIGN

415 LEONARD ST SUITE 200

GRAND RAPIDS, MI 49504

(616) 785-5656

ATTN DAVID HENDERSHOTT

SURVEYOR: SIMMER LAND SURVEYING

404 W MESICK AVENUE

MESICK, MI 49668

(231) 429-4914

NOT TO SCALE

SITE LOCATION MAP

5353 PARKVIEW DRIVE

GRAYLING

CRAWFORD COUNTY, MICHIGAN

SECTION 06, TOWN 26 N, RANGE 03 W

44°40'50" N, 84°43'44" W

SHEET LIST TABLE

C001 CIVIL COVER SHEET

C101 CIVIL EXISTING CONDITIONS & DEMOLITION PLAN

C102 CIVIL LAYOUT AND UTILITIES PLAN

C103 CIVIL GRADING AND SWPP PLAN

C201 CIVIL WATER MAIN PLAN & PROFILE (STA 20+00 TO 28+50)

C202 CIVIL WATER MAIN PLAN & PROFILE (STA 28+50 TO 37+00)

C203 CIVIL WATER MAIN PLAN & PROFILE ( STA 40+00 TO 43+75)

C204 CIVIL SANITARY SEWER PLAN & PROFILE (STA 0+00 TO 6+50)

C205 CIVIL SANITARY SEWER PLAN & PROFILE (STA 6+50 TO 14+00)

C501 CIVIL DETAILS

0 150' 300'

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.

UTILITIES

989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIGC.G.

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

KAB'17

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

CIVIL COVER SHEET C

GENERAL NOTES:

REFER TO SECTION 32 9200 FOR RESTORATION OF ALL NON PAVED SURFACES.

REFER TO SECTION 31 1000 OF THE PROJECT MANUAL FOR SITE CLEARING WORK.

REFER TO SECTION 31 5000 AND 31 2319 OF THE PROJECT MANUAL FOR EXCAVATION SUPPORT

AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES AS WELL AS DEWATERING

REQUIREMENTS.

REFER TO PROJECT MANUAL FOR SITE "RECORD DRAWING" SUBMITTAL REQUIREMENTS.

CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL SITE RELATED PERMITS. CONTRACTOR IS

REQUIRED TO COMPLETE THE APPLICATION, AND SUBMIT NECESSARY DRAWINGS, FEES, ETC. TO

THE APPROPRIATE JURISDICTION. CONTRACTOR SHALL PAY ALL FEES RELATED TO PERMIT(S)

AND SECURE PERMIT(S) IN HIS NAME.

CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE UTILITY CONNECTIONS AND

INSPECTIONS WITH THE PROPER JURISDICTION AND PAY ALL ASSOCIATED FEES.

THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING WATER,

SANITARY SEWER, AND STORM SEWER CROSSINGS AND CONNECTION POINTS PRIOR TO

CONSTRUCTION. CONTACT ENGINEER WITH ANY DISCREPANCIES.

ALL MDOT REFERENCES ARE TO THE 2012 EDITION.

PROPOSED

WATER MAIN

PROPOSED

SANITARY SEWER

LAKE MARGRETHE

SITE

LOCATION

HOWE RD

8T H

ILI

WILS

ON HILL

ROAD

LAKE

MARGRETHE

CAMP

GRAYLING

FRONT GATE

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FF 1173.62'FF 1173.63'

FF 1173.63'

FF 1173.59'

FF 1173.63'FF 1173.55' G

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EXIST SAN MH-A

RIM: 1172.47

8" INVERT E.:1168.09

8" INVERT N.:1168.19

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PARADIGM DESIGN

www.paradigmae.com

Grand Rapids | Phoenix I Traverse City

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2009080GR

WILLIS MONTE HADLOCK, P.E.

MI - REGISTRATION #6201045738

EXP. DATE 09/02/2023

DEMOLITION NOTES:

ALL MATERIAL THAT IS NOT SUITABLE AS BACKFILL AND MATERIALS THAT ARE EXCESS SHALL BE REMOVED FROM THE SITE

AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

ALL AREAS OF UNDERGROUND DEMOLITION; UTILITY LINE REMOVAL; AND UNDERGROUND TREE, STUMP, AND VEGETATION

REMOVAL SHALL BE BACKFILLED.

BACKFILLING SHALL PROMPTLY FOLLOW UNDERGROUND DEMOLITION OR REMOVAL WORK AND SHALL CONTINUE AS THE

DEMOLITION PROGRESSES.

CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL NECESSARY DEMOLITION PERMITS AND

PAYING FOR ANY ASSOCIATED PERMIT FEES.

NOTIFY ARCHITECT/ENGINEER OF ANY OTHER UNDERGROUND MATERIALS OR EQUIPMENT ENCOUNTERED DURING

EXCAVATION NOT SPECIFICALLY NOTED ON THE DRAWING(S).

PRIVATE UTILITY REMOVAL - CONTRACTOR TO COORDINATE PRIVATE UTILITY (GAS, ELECTRIC, PHONE, CABLE, ETC.)

REMOVAL WITH APPROPRIATE AUTHORITY. ALTHOUGH ALL PRIVATE UTILITY SERVICES MAY NOT BE SHOWN ON THIS

DRAWING, CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF SERVICE AS NECESSARY.

WHERE CURBING OR PAVEMENT IS INDICATED TO BE REMOVED, IT SHALL BE SAWCUT FULL DEPTH. REMOVE TO THE NEAREST JOINT, IF THE JOINT IS WITHIN 3 FEET OF THE REMOVAL LINE. VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR

TO BEGINNING WORK.

SURVEY PROVIDED BY:

TOPOGRAPHIC SURVEY PROVIDED BY SIMMER LAND SURVEYING ON A DRAWING TITLED "461022TMAINBASERAW", DATED

AUGUST 26, 2022.

BENCHMARKS:

TOP OF THE MOST SOUTHWESTERLY FLANGE BOLT ON THE FIRE HYDRANT ALONG 11TH STREET; ELEV: 1176.43 (NAVD 88)

COORDINATE SYSTEM:

COORDINATES & BEARINGS ARE BASED ON MICHIGAN CENTRAL, NAD83.

WETLAND DATA:

THERE ARE NO WETLANDS ON THE SUBJECT PROPERTY BASED ON MAPPING PUBLISHED BY THE U.S. FISH & WILDLIFE

SERVICE NATIONAL WETLANDS INVENTORY MAPS.

0 50' 100'

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.

PIV

XFMR G

GMEM

ICV

CONTROL POINT

BUMP POST

SIGN

HYDRANT LIGHT POLE

METER

TRANSFORMER

METER

MARKER

MANHOLE

WATER ELECTRICAL

NATURAL GAS

POST INDICATOR VALVE

PEDESTALIRRIGATION CONTROL VALVE

MANHOLE

CLEAN OUT

ROUND CATCH BASIN

PIPE INVERT

SANITARY SEWER STORM SEWER

TELEPHONE

SANITARY SEWERSAN SAN

STORM SEWERSTM STM

FIBER OPTICFIBER FIBER

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UNDERGROUND ELECTRICUG-E UG-E

UNDERGROUND TELEPHONEUG-T UG-T

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1180 1181

GUARDRAIL

WH WELL HEAD

UTILITIES

989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIGC.G.

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

KAB'17

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

CIVIL EXISTING CONDITIONS & DEMOLITION PLAN C

MATCHLINE - SEE ABOVE FOR CONTINUATION

MATCHLINE - SEE BELOW FOR CONTINUATION

DEMOLITION LEGEND

(R) REMOVE THESE ITEMS

REMOVE THESE ITEMS

REMOVE CONCRETE & SIDEWALK

SAWCUT AND REMOVE 20'± OF EXISTING SIDEWALK TO

THE NEAREST JOINT FOR NEW SANITARY SEWER LINE

HAZARDOUS OR

FLAMMABLE MATERIAL

CAUTION - CRITICAL

UTILITY

HAZARDOUS OR

FLAMMABLE MATERIAL

HAZARDOUS OR

FLAMMABLE MATERIAL

REMOVE/REPLACE ROAD AS NECESSARY

TO COMPLETE WORK. MATCH EXISTING

MATERIALS AND THICKNESS.

25.05'± OF EXISTING

6" WATERMAIN

TO BE REMOVED

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FF 1173.63'FF 1173.55' G

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EXIST SAN MH-A

RIM: 1172.47

8" INVERT E.:1168.09

8" INVERT N.:1168.19

SAN SAN

SAN

SAN SAN

SAN

GGG

G G

WTR

GWTR

STM

STM STMEX 24"

STORM

EX 24" STORM

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BUILDING

#654

EX 8" WATER

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EX 8" WATER

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EX 2" WATER

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PARADIGM DESIGN

www.paradigmae.com

Grand Rapids | Phoenix I Traverse City

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2009080GR

WILLIS MONTE HADLOCK, P.E.

MI - REGISTRATION #6201045738

EXP. DATE 09/02/2023

GENERAL WATER SERVICE NOTES:

POST INDICATOR VALVES TO BE INSTALLED AT ALL MAINLINE WATER VALVE LOCATION.

0 50' 100'

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.CIVIL LAYOUT AND UTILITIES PLAN

PROPOSED LEGEND

MANHOLE (DETAIL #1 / C501)HYDRANT (DETAIL #7 / C501) WATER VALVE

PIPE PLUG90° BEND TEE

SANITARY SEWER

WATER MAIN

CONCRETE SIDEWALK (DETAIL #8 / C501)

GENERAL PRIVATE UTILITY NOTES:

PROPOSED PRIVATE UTILITY SERVICE AS SHOWN IS SCHEMATIC ONLY. ACTUAL LOCATION TO BE COORDINATED WITH

INDIVIDUAL UTILITY COMPANY AND APPROVED BY OWNER.

CONTRACTOR SHALL COORDINATE LOCATION OF ALL PRIVATE UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.) WITH THE LOCAL UTILITY COMPANIES AND THE MECHANICAL DRAWINGS. COORDINATE ALL PRIVATE UTILITY LOCATIONS WITH ALL

SUB-SURFACE SITE UTILITIES SHOWN ON THIS PLAN.

MATCHLINE - SEE ABOVE FOR CONTINUATION

MATCHLINE - SEE BELOW FOR CONTINUATION

PROPOSED HYDRANT

ASSEMBLY

PROPOSED

HYDRANT

ASSEMBLY

PROPOSED HYDRANT

ASSEMBLY

PROPOSED 8" SANITARY SEWER

SEE SHEET C204

PROPOSED 8" SANITARY SEWER

SEE SHEET C205

PROPOSED 8" WATER MAIN

SEE SHEET C203

PROPOSED 8" WATER MAIN

SEE SHEET C202

PROPOSED 8" WATER MAIN

SEE SHEET C201

PROPOSED 8" WATER MAIN

SEE SHEET C202

PROPOSED 8" SANITARY SEWER

SEE SHEET C205

C501

REPLACE SIDEWALK

(SEE DET 8/C-501)

REMOVE/REPLACE ROAD AS NECESSARY

TO COMPLETE WORK. MATCH EXISTING

MATERIALS AND THICKNESS.

C501

POST INDICATOR VALVE (DETAIL #6 / C501)PIV

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PIV

FF 1173.62'FF 1173.63'

FF 1173.63'

FF 1173.59'

FF 1173.63'FF 1173.55' G

G G

EXIST SAN MH-A

RIM: 1172.47

8" INVERT E.:1168.09

8" INVERT N.:1168.19

SAN SAN

SAN

SAN SAN

SAN

GGG

G G

WTR

GWTR

STM

STM STMEX 24"

STORM

EX 24" STORM

WTR

ILD

.70

91 1192

1195 11

EXISTING

BUILDING

#656

EXISTING

BUILDING

#654

EX 8" WATER

EX 6" WATER

EX 8" WATER

WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR

EX 2" WATER

SF SF SF

SFSFSF

SF SF SF SF

PIV

1178.87 RIM

1181.53 RIM

23 LF - PROPOSED FILL

16 LF - PROPOSED FILL

S-5

S-3

SN STOP

GUARD RAIL

-T

U G

-T U

G -T

U G

-T U

G -T

U G

-E U

G -E

U G

-E U

G -E

U G

-E U

G -E

U G

-E U

G -E

U G

-E U

G -E

U G

-E U

G -E

U G

-E U

G -E

U G

-E U

G -E

U G

-E

U G

-T U

G -T

U G

-T U

G -T

U G

-T U

G -T

U G

-T U

G -T

U G

-T U

G -T

U G

-T U

G -T

U G

-T U

G -T

EX GAS LINE

PIV

G G

WTRWTR WTR WTR WTR WTR

G G

EX 6" WATER

ILD

COCO

SAN

ILD

.70

ILD

HOWE ROAD

G G G G

EX GAS LINE

G G G G G

G G

EX 6" WATER

PIV

79 11

1178.78 RIM

1178.76 RIM S-4

1178.89 RIM

E O

F M

A N

D C

O N

U C

N D

1G R

O F

D V

P G

G A

N N

T R

N G

, M

PARADIGM DESIGN

www.paradigmae.com

Grand Rapids | Phoenix I Traverse City

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2009080GR

WILLIS MONTE HADLOCK, P.E.

MI - REGISTRATION #6201045738

EXP. DATE 09/02/2023

CIVIL GRADING AND SWPP PLAN

0 40' 80'

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.

SURFACE FLOW ARROW

CONTOUR LINE1178

SILT FENCE (DETAIL #8 / C501)SF SF SF

GRADING LIMITS

EROSION CONTROL BLANKET

PROPOSED SPOT GRADE

SEDIMENTATION CONTROL MEASURE

PERMANENT SOIL EROSION &

SEDIMENTATION CONTROL MEASURE

TEMPORARY SOIL EROSION &

675.00 FG

BITUMINOUS GRADE

CONCRETE GRADE

SIDEWALK GRADE

STRUCTURE RIM ELEVATION

MATCH EXISTING ELEVATION

TOP OF CURB GRADE

FLOW LINE GRADEFL

CON

BIT

RIM

FINISHED GROUNDFG

X PX T

RIP RAP

GENERAL CONTRACTOR SHALL COMPLETE CONSTRUCTION SEQUENCE SCHEDULE

WHEN MAKING APPLICATION FOR SOIL EROSION CONTROL PERMIT.

YEAR: 2020

LANDSCAPING

FINISH GRADING

SITE CONSTRUCTION

FOUNDATION / BUILDING CONSTRUCTION

PERMANENT CONTROL MEASURES

TEMPORARY CONSTRUCTION ROADS

STORM UTILITIES

TEMPORARY CONTROL MEASURES

ROUGH GRADING SEDIMENT CONTROL

STRIPPING & STOCKPILING TOPSOIL

O C

N O

.CONSTRUCTION SEQUENCE

GENERAL SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE SOIL EROSION PERMIT FROM THE PROPER GOVERNING

AUTHORITY AT CAMP GRAYLING.

A CONTRACTOR / INSPECTOR SHALL INSPECT THE SOIL EROSION/SEDIMENT CONTROL DEVICES ONCE EACH WEEK AND/OR WITHIN 24 HOURS OF A PRECIPITATION EVENT WHICH RESULTS IN A STORM DISCHARGE FROM THE SITE.

ALL DISTURBED NON-PAVEMENT AREAS MUST BE RESTORED WITH TOPSOIL, SEED, FERTILIZER, AND MULCH UNLESS

SODDED.

ALL SLOPES STEEPER THAN 1V:3H SHALL USE AN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S150BN OR EQUAL). ALL SLOPES BETWEEN 1V:4H AND 1V:3H SHALL USE AN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN

DS75 OR EQUAL). UNLESS INDICATED OTHERWISE ON PLANS.

SEEDING SHOULD BE PREPARED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR / INSPECTOR SHALL INSPECT THE AREA AFTER SEEDING IS COMPLETED. AREAS THAT ARE BARE OR NOT MULCHED

PROPERLY WILL NEED TO BE SPOT SEEDED AND/OR RE-MULCHED.

SILT FENCE SHOULD BE TRENCHED IN, BACKFILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVAL OF BUILT-UP SEDIMENT WHEN THE SEDIMENT ACCUMULATES TO 1/3 TO 1/2 THE HEIGHT OF THE FENCE. CONTRACTOR SHALL REMOVE, REPLACE, RETRENCH, OR REBACKFILL THE FENCE IF IT FAILS. CONTRACTOR SHALL REINSTALL IF ANY PORTION OF THE FENCING IS DAMAGED BY CONSTRUCTION

MACHINERY.

SOIL EROSION CONTROL METHODS SHOWN ARE A GUIDELINE AND DO NOT RELIEVE THE CONTRACTOR FROM ADDITIONAL

METHODS THAT MAY BE REQUIRED BY THE SOIL EROSION CONTROL PERMIT.

THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ACCUMULATED SEDIMENT AND RESTORATION OF THE EXISTING

CATCH BASINS PRIOR TO ACCEPTANCE BY THE OWNER.

THE CONTRACTOR WILL ENGAGE A CERTIFIED STORM WATER OPERATOR IN ACCORDANCE WITH EPA PHASE II RULES TO MEET REQUIREMENTS OF THE PERMIT. THIS OPERATOR WILL INSPECT THE JOB SITE AS REQUIRED BY RULE, NOTIFY JOB SITE SUPERINTENDENT OF ANY DEFICIENCIES, AND ENTER FINDINGS IN THE JOB SITE INSPECTION JOB BOOK.

SITE SOILS CONSIST OF GRAYLINE SAND, 81B & 81D PER USDA NRCS MAPS.

TOTAL DISTURBED AREA = 1.7 ACRES.

NPDES PERMIT NOT REQUIRED SINCE DISTURBANCE IS LESS THAN 5 ACRES.

GEOTEXTILE SILT FENCE

UNIFIED KEYING SYSTEM

SOIL EROSION AND SEDIMENTATION CONTROL MEASURES

SEEDING

GEOTEXTILE INLET FILTER

MATCHLINE - SEE ABOVE FOR CONTINUATION

MATCHLINE - SEE BELOW FOR CONTINUATION

54 T

55 T

54 T 5P

55 T

5 P 54 T

5 P

55 T

PROPOSED LEGEND

MANHOLEHYDRANT WATER VALVE

PIPE PLUG90° BEND TEE

SANITARY SEWER

WATER MAIN

CONCRETE SIDEWALK

860 LF - PROPOSED FILL

POST INDICATOR VALVEPIV

tboze Typewriter

BIDS &

CONSTRUCTION

tboze Typewriter

MARCH 15, 2023

080.1-040-C-001

080.1-040-C-101

080.1-040-C-102

File details come from the government source that posted it. Updated Apr 3, 2024.