Appendix_B_-_Contract_Drawings_3185090_Phase_I_MSE_Berm-SIGNED_2023-02-09.pdf

PDF 9 MB Posted Feb 24, 2023

Attached to: MANCHESTER LANDFILL MSE BERM WALL - PHASE I CONSTRUCTION
Solicitation number: 22/23-51
Issued by: Hartford County, Connecticut

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Written by GovTribe AI · May 11, 2025

The document is a set of contract drawings for the Manchester Landfill Expansion Phase I MSE Berm project, prepared by Barton & Iguidice for the Town of Manchester, Connecticut in February 2023. The project involves constructing a mechanically stabilized earth (MSE) berm along a portion of the landfill perimeter, with detailed engineering drawings spanning 16 pages that outline site plans, erosion and sediment control measures, berm sections, geogrid reinforcement details, and various site-specific construction specifications. The drawings cover approximately 14+69 linear feet of berm construction, with a maximum height of 36.3 feet, and include comprehensive details on fill materials, geosynthetic liners, drainage systems, and slope stabilization.

The project drawings indicate substantial engineering complexity, including specifications for waste benching, foundation preparation, geogrid reinforcement layers (using Tensar UX1500, UX1600, and UX1700 geogrids), welded wire form facing units, and intricate drainage infrastructure. The design incorporates multiple technical elements such as infiltration trenches, side slope diversion swales, culvert installations, and erosion control measures. The construction will require careful management of existing landfill infrastructure, with provisions for protecting landfill gas collection systems and maintaining existing site operations during construction. The project is funded as part of the Town of Manchester's landfill expansion initiative, with construction tentatively scheduled from spring 2023 to summer 2024, weather permitting.

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Other files

File	Type	Posted
MANCHESTER_LANDFILL_MSE_BERM_WALL_-_PHASE_I_CONSTRUCTION_(Addendum_#11_Revision).pdf	PDF	Mar 31, 2023
Appendix_I_Additional_Town_Forms_with_Bidder_Qualification_Statement.pdf	PDF	Feb 28, 2023
Appendix_F_-_Prevailing_Wages.pdf	PDF	Feb 24, 2023
Appendix_G_-_Landfill_Permit_Information.pdf	PDF	Feb 24, 2023
Appendix_H_-_Draft_Manchester_Odor_Control_Plan.pdf	PDF	Feb 24, 2023
Appendix_E_-_Labor_and_Materials_Bond.pdf	PDF	Feb 24, 2023
Appendix_D_-_Performance_Bond.pdf	PDF	Feb 24, 2023
Appendix_C_-_(T)_Manchester_Contract_(Blank).pdf	PDF	Feb 24, 2023
Appendix_A_-_Technical_Specifications.pdf	PDF	Feb 24, 2023
Manchester_living_wage_certification.pdf	PDF	Feb 24, 2023

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Appendix B

Contract Drawings

Sheet Number

Project Number

PREPARED AND APPROVED BY

PROFESSIONAL ENGINEERS LICENSE NO.

DATE SIGNEDMATTHEW N. BROWN, P.E.

CONNECTICUT STATE

22019

G001

3185.090.001

FEBRUARY 2023

TOWN OF MANCHESTER

MANCHESTER LANDFILL EXPANSION

PHASE I MSE BERM

BID NO. 22/23 - 49

311 OLCOTT ST

MANCHESTER, CONNECTICUT

PROJECT LOCATION MAP

SCALE: 1" = 2000'

02/09/23

EXISTING ELEVATION CONTOUR LINE (SEE SURVEY NOTE 1)

EXISTING LANDFILL LIMITS

EXISTING FENCE

EXISTING VEGETATION

EXISTING STREAM/STANDING WATER

EXISTING GRAVEL ACCESS ROAD

EXISTING PAVED ROAD

EXISTING MONITORING WELL LOCATION

EXISTING OVERHEAD ELECTRIC LINE

TRM LINED SWALE<

PROPERTY LINE

HORIZONTAL CONTROL LINEHCL

RIP-RAP LINED SWALE

CULVERT

CONTRACTOR'S STAGING AREA

FINISHED GRADE CONTOUR100

SILT FENCE

GRAVEL ACCESS ROAD

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

N O

F M

R M

O N

E I M

N O

F M

O U

, C O

N N

FEBRUARY 2023

3185.090.001

REVISIONS

X, N

S, A

N D

G002

INDEX

SHEET NO. SHEET TITLE

G001 COVER SHEET

G002 DRAWING INDEX, NOTES, AND LEGEND

C100 OVERALL SITE PLAN

C101 EROSION AND SEDIMENT CONTROL PLAN

C102 MSE BERM SITE PLAN

C400 ENLARGED SITE PLAN AND PROFILE (SHEET 1 OF 3)

C401 ENLARGED SITE PLAN AND PROFILE (SHEET 2 OF 3)

C402 ENLARGED SITE PLAN AND PROFILE (SHEET 3 OF 3)

C403 MSE BERM SECTIONS

C501 MSE BERM SECTION AND DETAILS

C502 MISCELLANEOUS SITE DETAILS

C503 MSE BERM DETAILS (SHEET 1 OF 3)

C504 MSE BERM DETAILS (SHEET 2 OF 3)

C505 MSE BERM DETAILS (SHEET 3 OF 3)

C506 EROSION AND SEDIMENT CONTROL DETAILS

VEGETATION CLEARING LIMITS

SIDE SLOPE DIVERSION SWALE

INFILTRATION TRENCH

INFILTRATION TRENCH SUMP

AS SHOWN

SURVEY NOTE:

1. BASE MAP TOPOGRAPHY HAS BEEN COMPILED BY PHOTOGRAMMETRIC METHODS FROM AERIAL

PHOTOGRAPHY TAKEN ON DECEMBER 2, 2020 BY GEOMAPS INTERNATIONAL.

GENERAL NOTES:

1. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE LOCAL AND STATE REGULATORY AUTHORITY

ISSUED PERMITS (IWWC, PZC, CTDEEP SOLID WASTE & STORMWATER, ETC.) AS WELL AS ALL

APPLICABLE LOCAL AND STATE REGULATIONS PERTAINING TO THE WORK BEING PERFORMED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO PRESERVE AND PROTECT ALL EXISTING OR NEW SURVEY CONTROL POINTS FOR THE FULL DURATION OF THE PROJECT AND SHALL BE RESPONSIBLE FOR THE

SURVEY WORK REQUIRED FOR GENERAL CONSTRUCTION PURPOSES. AVAILABLE ON-SITE

BENCHMARKS ARE PROVIDED ON SHEET C100 (IF ANY). ANY ADDITIONAL REQUIRED SURVEY

BENCHMARKS NECESSARY FOR LAYOUT OF WORK SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

3. THE CONTRACTOR SHALL NOT IN ANY WAY INTERFERE WITH THE LANDFILL TRAFFIC AND OPERATION OF THE EXISTING LANDFILL. ALL TRAFFIC FLOW PATTERNS FOR CONSTRUCTION TRAFFIC SHALL BE

COORDINATED WITH THE OWNER/ENGINEER.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING THEMSELVES AS TO THE CHARACTERISTICS AND EXTENT OF SUBSURFACE SOILS, ROCKS, WATER TABLE LEVELS, ETC., PRIOR TO BIDDING.

5. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES VIA

EXPLORATORY EXCAVATIONS AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL

PROVIDE NECESSARY SHEETING AND BRACING WHERE REQUIRED AT NO EXTRA COST TO THE OWNER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE MEANS AND EQUIPMENT NECESSARY

TO MAINTAIN THE MINIMUM TRENCH WIDTHS ESTABLISHED BY THE CONTRACT DOCUMENTS. IT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESERVE AND PROTECT ALL UTILITY LINES IN THE AREA OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE

AND PRESERVE ANY OR ALL UTILITIES.

6. THE CONTRACTOR SHALL PROTECT ALL EXISTING MONITORING WELLS FROM DAMAGE DURING THE COURSE OF CONSTRUCTION. ANY DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE

OWNER.

7. ALL CONSTRUCTION TRAFFIC SHALL ENTER THROUGH THE CONSTRUCTION ACCESS POINTS

DESIGNATED IN THESE DRAWINGS.

8. THE CONTRACTOR SHALL SUPPLY FLAGGERS AT ALL ON-SITE ROAD CROSSINGS WHILE HAULING IS

ON-GOING, UNLESS OTHERWISE APPROVED BY OWNER/ENGINEER.

9. PRIOR TO ANY MATERIAL DELIVERIES TO THE SITE, ADEQUATE CONSTRUCTION SIGNAGE SHALL BE

IN-PLACE.

10. THE CONTRACTOR MAY USE HAUL ROADS APPROVED BY THE OWNER. ANY OTHER HAUL ROADS REQUIRED BY THE GENERAL CONTRACTOR FOR THE COMPLETION OF WORK IN THIS CONTRACT SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR AT HIS OWN EXPENSE. ADDITIONAL HAUL

ROAD LOCATIONS MUST BE APPROVED BY THE ENGINEER. THE EXISTING HAUL ROADS MAY BE

DIFFERENT THAN SHOWN ON THIS PLAN. ALL TEMPORARY HAUL ROADS INSTALLED BY THE

CONTRACTOR SHALL BE REMOVED UNLESS OTHERWISE APPROVED BY THE OWNER/ENGINEER.

11. ROADWAY DRAINAGE SHALL BE MAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION.

12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE UPKEEP AND MAINTENANCE OF ON-SITE AND OFF-SITE ROADS USED BY THE CONTRACTOR AND ITS SUBCONTRACTORS. SUCH MAINTENANCE SHALL INCLUDE THE APPLICATION OF WATER TO ADEQUATELY CONTROL DUST AND THE USE OF A STREET SWEEPER TO CLEAN SOILED ROADS (ON-SITE AND OFF-SITE) TO THE SATISFACTION OF THE ENGINEER AND/OR OWNER. THE USE OF CALCIUM CHLORIDE IS PROHIBITED. NO OFF-SITE TRACKING IS

PERMITTED.

13. THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE THE EXISTING LANDFILL GAS COLLECTION AND CONVEYANCE PIPING. ANY DAMAGE TO THE EXISTING INFRASTRUCTURE SHALL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

14. THE CONTRACTOR SHALL ENSURE A MINIMUM OF 6-INCHES OF INTERMEDIATE COVER IS MAINTAINED

ON ALL AREAS OF EXPOSED WASTE WITHIN LIMITS OF CONTRACT WORK.

15. THE CONTRACTOR SHALL RESTORE ALL WORK AREAS TO THE PRE-CONSTRUCTION CONDITIONS.

RESTORATION WORK SHALL INCLUDE FINE GRADING, PLACEMENT OF TOPSOIL, ESTABLISHMENT OF

VEGETATION, CLEANING SITE ACCESS ROADS AND REMOVAL OF ALL CONSTRUCTION AND WASTE

MATERIALS.

16. ALL FILL MATERIALS FOR CONSTRUCTION OF MSE BERM SHALL BE IMPORTED MATERIAL SUPPLIED BY THE CONTRACTOR. EXCAVATED MATERIAL WITHIN THE PROJECT AREA MAY BE RE-USED AS FILL SO LONG AS IT MEETS THE SPECIFICATION REQUIREMENTS FOR FILL TYPE ANTICIPATED TO BE USED. ANY TESTING OF MATERIAL TO SHOW COMPLIANCE WITH SPECIFICATIONS IS AT EXPENSE OF CONTRACTOR.

17. ALL CONTRACTOR STAGING AREAS SHALL BE COORDINATED WITH AND APPROVED BY THE

OWNER/ENGINEER. ADDITIONAL AREAS BEYOND THOSE SHOWN MAY BE AVAILABLE UPON REQUEST

TO OWNER. CONTRACTOR SHALL INFORM OWNER OF ADDITIONAL AREA REQUIRED PRIOR TO

EXPANDING STOCKPILE AREAS. STOCKPILE AREAS WITHIN THE LIMITS OF THE ACTIVE LANDFILL SHALL

BE LOCATED IN AREAS WHERE DISTURBANCE TO THE LFG COLLECTION AND CONVEYANCE

INFRASTRUCTURE AND ACCESS ROADS ARE MINIMIZED.

18. PROPOSED GRADES SHOWN HERE-IN REFERENCE TOP OF FINISHED GRADE UNLESS NOTED

OTHERWISE.

19. THE CONTRACTOR IS REQUIRED TO EXCAVATE AND HANDLE WASTE AS PART OF THIS PROJECT. ALL EXCAVATED WASTE SHALL BE LOADED, HAULED, AND TIPPED AT THE ACTIVE LANDFILL WORKING FACE BY THE CONTRACTOR. THE OWNER SHALL BE RESPONSIBLE FOR MANAGING THE WASTE ONCE TIPPED.

SPREADING, COMPACTION, AND INSTALLATION OF 6-INCHES DAILY COVER WILL BE COMPLETED BY

OWNER AS PART OF THEIR DAILY LANDFILLING OPERATIONS AT THE WORKING FACE.

LEGEND

A X123

LETTER INDICATES

SECTION

INDICATES DIRECTION

OF CUTTING PLANE

SHEET NUMBER

WHERE SECTION

IS DRAWN

SECTION LEGEND:

A X123

SECTION

SCALE: X/X" = 1'-0"

LETTER INDICATES

SECTION

INDICATES DETAIL SCALE

SHEET NUMBER

WHERE SECTION

IS CUT

INDICATES

DETAIL NUMBER

INDICATES DETAIL TITLE

INDICATES DETAIL SCALE

DETAIL & ENLARGED VIEW LEGEND:

INDICATES DETAIL

NUMBER

SHEET NUMBER

WHERE DETAIL

IS DRAWN

LEADER POINTING TO

DETAIL SYMBOL,

LINEWORK, OR FEATURE

DETAIL TITLE

SCALE: X/X" = 1'-0"

EXISTING LFG VERTICAL EXTRACTION WELL

EXISTING LFG HEADER

EXISTING VALVE

EXISTING WETLANDS

EXISTING OVERHEAD ELECTRIC TOWER

EXISTING STRUCTURE

GUARD RAIL

EXISTING FORCEMAIN

nnnn

A HORIZONTAL CONTROL POINT

EROSION & SEDIMENTATION CONTROL PLAN:

1. ALL EROSION AND CONTROL MEASURES WILL BE INSTALLED AT THE PROJECT SITE PRIOR TO CONSTRUCTION

WHEREVER POSSIBLE.

2. AN ANTI-TRACKING APRON WILL BE INSTALLED AT THE ENTRANCES TO THE CONSTRUCTION SITE IN ORDER TO PREVENT THE TRANSPORT OF SEDIMENTS OFF THE CONSTRUCTION SITE BY TRUCK AND CONSTRUCTION EQUIPMENT

TRAFFIC.

3. ALL CATCH BASINS WITHIN THE PROJECT AREA WILL BE PROTECTED WITH HAY BALES THROUGHOUT THE CONSTRUCTION PERIOD. IN ADDITION, THE CATCH BASIN GRATES SHALL BE WRAPPED IN FILTER FABRIC. THE HAY BALES AND FILTER FABRIC SHALL REMAIN IN PLACE UNTIL THE AREAS DISTURBED DURING THE CONSTRUCTION PHASES

ARE STABILIZED.

4. AN EROSION CONTROL SYSTEM SHALL BE INSTALLED AROUND ALL ON -SITE STOCKPILES OF SOIL.

5. DUST CONTROL MEASURES WILL BE APPLIED DURING THE CONSTRUCTION PERIOD UNTIL ALL DISTURBED AREAS HAVE

BEEN STABILIZED, AS REQUIRED BY FIELD CONDITIONS.

6. TEMPORARY SEDIMENT TRAPS WILL BE INSTALLED AS NECESSARY DURING CONSTRUCTION ACTIVITIES. ALL

TEMPORARY STORMWATER DISCHARGE WILL BE DIRECTED TO THESE TRAPS.

EROSION & SEDIMENTATION CONTROL NOTES:

1. CONSTRUCTION WILL COMMENCE IN THE SPRING OF 2023 AND WILL BE TENTATIVELY COMPLETED IN THE SUMMER OF

2024, WEATHER PERMITTING.

2. AN EROSION CONTROL BOND IS REQUIRED FROM THE ENGINEERING DIVISION CONSTRUCTION UNIT PRIOR TO THE

START OF ANY CONSTRUCTION ACTIVITY.

3. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON THE PLANS, OR AS DIRECTED

BY THE TOWN PRIOR TO CONSTRUCTION.

4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", DATED 2002, AS AMENDED AND THE TOWN OF MANCHESTER REGULATIONS.

5. ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED OR REPLACED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD AS NECESSARY OR AS REQUIRED BY THE ENGINEER OR TOWN OF MANCHESTER.

6. ALL ON -SITE EROSION AND SEDIMENT CONTROLS ARE REQUIRED TO BE INSPECTED WITHIN 24-HOURS AFTER A RAIN EVENT OF AT LEAST A HALF-INCH, AND MAINTAINED, REPLACED OR INCREASED AS REQUIRED BY SPECIFIC FIELD

CONDITIONS.

7. SEDIMENT REMOVED FROM ANY CONTROL STRUCTURES SHALL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT

WITH THE INTENT OF THE PLAN.

8. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION PERIOD IF DEEMED

NECESSARY OR REQUIRED BY THE ENGINEER OR TOWN OF MANCHESTER.

9. THE CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING ALL EROSION AND SEDIMENTATION CONTROL DEVICES

AS SHOWN ON THESE PLANS OR AS ORDERED BY THE ENGINEER.

10. ALL DISTURBED AREAS ARE TO BE RAKED, SEEDED AND FERTILIZED PER "TURF ESTABLISHMENT" SPECIFICATION IN

CTDOT 818, AT THE COMPLETION OF PROJECT.

11. AREAS OUTSIDE OF PAVED AREAS, WALKS, AND BUILDINGS ARE TO RECEIVE A MINIMUM 4" OF TOPSOIL.

12. THE FOLLOWING DATES FOR SEEDING SHALL BE USED:

SPRING: APRIL 15 TO JUNE 15

FALL: AUGUST 15 TO SEPTEMBER 15

13. THE FOLLOWING GRASS SEED MIXTURES SHALL BE APPLIED AT A RATE NO LESS THAN 100 LBS. PER ACRE:

14. TEMPORARY GRASS SEEDING, IF NECESSARY, SHALL BE PERENNIAL RYE GRASS (LOLIUM PERENNE) APPLIED AT A RATE

OF 100 LBS. PER ACRE.

SPECIES

CREEPING RED FESCUE

(FESTUCA REBRA)

K-31 TALL FESCUE

(FESTUCA ARUNDINACEA

VAR. KENTUCKY 31)

PERENNIAL RYE GRASS

(LOLIUM PERENNE)

ALSIKE CLOVER

(TRIFOLIUM HYBRIDUM)

PROPORTION

BY WEIGHT

(POUNDS)

MINIMUM

GERMINATION

(PERCENT)

MINIMUM

PURITY

(PERCENT)

SEQUENCE OF CONSTRUCTION:

1. COORDINATE AND COMPLETE A PRE- CONSTRUCTION MEETING WITH TOWN AND OWNER. RESPONSIBLE PARTIES TO

BE IDENTIFIED AND EMERGENCY PHONE NUMBERS PROVIDED.

2. INSTALL EROSION CONTROL MEASURES AT LOCATIONS INDICATED ON PLANS.

3. CLEAR AND GRUB SITE.

4. INSTALL PROPOSED DIVERSION SWALES AND TRM LINED SWALES WITH CHECK DAMS. SEED AND ESTABLISH

VEGETATION.

5. INSTALL DIVERSION SWALE OUTLET CULVERTS.

6. INSTALL REINFORCED FILL, MSE WALL AND STRUCTURAL BACKFILL. CONSTRUCT GRAVEL PERIMETER ACCESS ROAD.

7. INSTALL LINER SYSTEM AND INFILTRATION TRENCH.

8. CONSTRUCT STORM DRAINAGE AND INSTALL RIPRAP.

9. INSTALL FENCES, GUIDE RAILS. PERFORM FINAL GRADING, MULCH AND APPLY PERMANENT SEEDING.

10. REMOVE SEDIMENT BARRIERS WHEN PERMANENT VEGETATIVE COVER IS ESTABLISHED.

M N

CONSTRUCTION

LIMITS OF MSE BERM

LIMITS OF VEGETATION

CLEARING AND GRUBBING

(~7.92 ACRES)

DISPOSE OF CLEARING AND

GRUBBING WASTE AT EXISTING

YARD WASTE DISPOSAL AREA

CONTRACTOR SHALL

EXERCISE CAUTION WHEN

CLEARING AND GRUBBING

NEAR EXISTING LANDFILL

GAS INFRASTRUCTURE

APPROXIMATE LOCATION OF

CONTRACTOR STAGING /

STOCKPILE LOCATION

(SEE GENERAL NOTE 17)

APPROXIMATE LOCATION

OF CONTRACTOR STAGING /

STOCKPILE LOCATION

(SEE GENERAL NOTE 17)

CONTRACTOR

ACCESS POINT

100' UPLAND REVIEW

AREA (URA) BOUNDARY

100' UPLAND REVIEW

AREA (URA) BOUNDARY

EXISTING WATERCOURSE

100' UPLAND REVIEW

AREA (URA) BOUNDARY

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

N O

F M

R M

O N

E I M

N O

F M

O U

, C O

N N

FEBRUARY 2023

3185.090.001

REVISIONS

C100

TRUE

NORTH

1" = 100'

1"=100' 100' 0 100' 200'

NOTE:

1. OWNER SHALL PROVIDE THREE (3) BENCHMARK MONUMENTS WITHIN GENERAL WORK AREA PRIOR TO CONTRACTOR MOBILIZING TO SITE. ANY ADDITIONAL BENCHMARKS AND/OR REPLACEMENT OF

PROVIDED DUE TO DAMAGE BY CONTRACTOR SHALL BE RESPONSIBILITY OF CONTRACTOR.

OHE

OHE OHE

OHE

OHE OHE

OHE

OHE OHE

OHE

OBSCURED

n n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n n n n n n n n n n n n n n n n

HCL

98969492

13+00

110 100120

TYP.

542 LF TYPE 1 TRM LINED

SWALE @ 0.75% (MIN.)

SWALE INV: 91.7

(2) 18"Ø SICPP CULVERTS

65 LF @ 0.75%

INV(IN): 92.0

INV(OUT): 91.5

SWALE INV: 84.7

(2) 24"Ø SICPP

CULVERTS

50 LF @ 4.0%

INV(IN): 92.0

INV(OUT): 90.0

SWALE

HIGH POINT

TIE-IN TO EXISTING

STORMWATER SWALE

800 LF TYPE 1 TRM LINED

SWALE @ 0.5% (MIN.)

STORMWATER INLET STRUCTURE

STATION (CL): 11+79.57

TOP STRUCTURE: 123.75

SWALE INLET INV: 121.75

PIPE OUTLET INV: 117.75

BOTTOM SUMP: 115.75

EXTEND HDPE CULVERT THROUGH

BERM FACE, TURN DOWN, AND

DISCHARGE AT BASE OF BERM

DIVERSION SWALE

HIGH POINT

920 L/F SIDE SLOPE

DIVERSION SWALE

@ 5.0% MIN

545 L/F SIDE SLOPE

DIVERSION SWALE

@ 5.0% MIN

EXISTING WATERCOURSE

100' UPLAND REVIEW AREA

(URA) BOUNDARY (TYP.)

100' UPLAND REVIEW AREA

(URA) BOUNDARY (TYP.)

SILT FENCE AT

TOE OF MSE BERM

SILT FENCE AT TOE OF

SLOPE OF MSE BERM

SILT FENCE AT TOE OF SIDE

SLOPE DIVERSION BERM

TYPE 2 TRM

LINED SWALE

C506

C501

C506

C501

C506

BERM SECTION (TYP. OF 6)

SEE SHEET C403 FOR SECTION VIEWS

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

N O

F M

R M

O N

E I M

N O

F M

O U

, C O

N N

FEBRUARY 2023

3185.090.001

REVISIONS

N A

N D

O L

C101

TRUE

NORTH

50' 1"=50'

0 50' 100'

1" = 50'

OHE

OHE OHE

OHE

OHE OHE

OHE

OHE OHE

OHE

OBSCURED

0+00 1+00

2+00

3+00 4+00

5+00 6+00

7+00 8+00

9+00 10+00

11+00

12+00

+6 n n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n n n n n n n n n n n n n n n n

HCL

F G

0+00 1+00

2+00

3+00 4+00

5+00 6+00

7+00 8+00

9+00 10+00

11+00

12+00

98969492

13+00

110 100120

SWALE

HIGH POINT

R150'

APPROXIMATE AREA OF MSE BERM

INTERIOR SLOPE TO BE LINED WITH

GEOSYNTHETICS (SHADED, SEE NOTE 1))

A C501

C502

C501

APPROXIMATE LIMITS

OF INFILTRATION

TRENCH AND SUMPS

100' (TYP)

EXISTING WATERCOURSE

100' UPLAND REVIEW AREA

(URA) BOUNDARY (TYP.)

PZ-01

PZ-02

PZ-03

PZ-04

PZ-05

PZ-06

INC-01

INC-02

INC-03

INC-04

INC-05

PROPOSED INCLINOMETER AT

200 LF SPACING (TYP. OF 5)

PROPOSED PIEZOMETER AT

200 LF SPACING (TYP. OF 6)

C502

100' UPLAND REVIEW AREA

(URA) BOUNDARY (TYP.)

CENTER OF RADIUS

N: 842139.8610 E: 1050479.5017

BERM SECTION (TYP. OF 6)

SEE SHEET C403 FOR SECTION VIEWS

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

N O

F M

R M

O N

E I M

N O

F M

O U

, C O

N N

FEBRUARY 2023

3185.090.001

REVISIONS

M S

C102

TRUE

NORTH

50' 1"=50'

0 50' 100'

1" = 50'

1. GRADES SHOWN IN GRAY HATCHED AREA (GEOMEMBRANE

LINED BACKSLOPE) REPRESENT BERM SUBGRADE. FINAL

SURFACE WILL INCLUDE ADDITIONAL 18" OF SELECT FILL.

NOTE:

OBSCURED

120 130 nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n n n n n n n n n n n n n n n n n n n n n n n

HCL

-1+00

-0+00

1+00

2+00

3+00

4+00

5+00 6+00

7+00 8+00

N E

T C4

800 LF TYPE 1 TRM LINED

SWALE @ 0.5% (MIN.)

MERGE NEW PERIMETER ACCESS

ROAD AND MSE BERM RAMP ACCESS

ROAD INTO EXISITNG ACCESS ROAD

C506

C502

C501

-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

UX16 UX16 UX16 UX16

UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16

UX15

UX15 UX15

UX15 UX15 UX15 UX15 UX15 UX15 UX15 UX15

UX15 UX15 UX15

UX15 UX15

UX15 UX15 UX15 UX15 UX15

UX15

UX15 UX15 UX15 UX15 UX15

UX15 UX15 UX15 UX15 UX15 UX15 UX15

UX17 UX17 UX17 UX17

UX17 UX17

UX17 UX17 UX17

EL. 127.25 (SEE NOTE 3)

GEL.=45' / EL. 89.75

GEL.=45' / EL. 92.75

GEL.=31.5'

EL. 128.75 (SEE NOTE 3)

GEL.=45' / EL. 86.8

GEL.=45' / EL. 95.75

GEL.=45' / EL. 98.75

GEL.=45' EL. 101.75

GEL.=45' / EL. 104.75

GEL.=45' / EL. 107.75

GEL.=31.5' / EL. 110.75

GEL.=31.5' / EL. 113.75

GEL.=31.5' / EL. 116.75

GEL.=31.5' / EL. 119.75

GEL.=31.5' / EL. 121.25 (SEE NOTE 3)

EL. 122.75 (SEE NOTE 3)

GEL.=31.5'EL. 124.25 (SEE NOTE 3)

GEL.=34.5'

GEL.=45' / EL. 95.75

GEL.=45' / EL. 98.75

GEL.=45' EL. 101.75

GEL.=45' / EL. 104.75

GEL.=45' / EL. 107.75

GEL.=45' / EL. 110.75

GEL.=34.5' / EL. 113.75

GEL.=34.5' / EL. 116.75

GEL.=34.5' / EL. 119.75

GEL.=34.5' / EL. 122.75

GEL.=34.5' / EL. 125.75

GEL.=31.5' GEL.=34.5'

GEL.=31.5' GEL.=45'

GEL.=45'

GEL.=31.5' GEL.=34.5'

HCL POINT B

STA: 1+61.57

ELEV: 107.52

HCL POINT A

STA: 0+00.00

ELEV: 88.00

HCL POINT C

STA: 2+80.92

ELEV: 122.22

HCL POINT D

STA: 4+17.43

ELEV: 124.95

HCL POINT E

STA: 7+79.70

ELEV: 132.19

N E

T C4

S 12.1%

S 12.3%

S 2.0%

EL. 108.00

EL. 122.05

EL. 88.25

EL. 89.75

EL. 91.25

EL. 92.75

EL. 94.25

EL. 95.75

EL. 97.25

EL. 98.75

EL. 100.25

EL. 101.75

EL. 106.25

EL. 107.75

EL. 109.25

EL. 110.75

EL. 112.25

EL. 113.75

EL. 115.25

EL. 116.75

EL. 118.25

EL. 119.75

EL. 121.25

EL. 122.75

EL. 124.25

EL. 125.75

EL. 127.25

EL. 128.75

EL. 86.75

EL. 98.75

EL. 97.25

EL. 95.75

EL. 98.75

EL. 97.25

EL. 95.75

EL. 94.25

EL. 92.75

EL. 91.25

EL. 89.75

EL. 88.25EL. 86.75

BERM SUBGRADE

EL. 103.25

EL. 130.25

BERM HIGH POINT

EL. 104.75

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

N O

F M

R M

O N

E I M

N O

F M

O U

, C O

N N

FEBRUARY 2023

3185.090.001

REVISIONS

N D

O F

C400

TRUE

NORTH

SITE PLAN

SCALE: 1" = 30'-0"

30' 1"=30'

30'0 60'

1" = 30'

BERM HIGH POINT

PROFILE STA. 0+00 - 8+00

HORIZONTAL SCALE: 1" = 30'-0"

VERTICAL SCALE: 1" = 10'-0"

10' 1"=10'

0 10' 20'

UX15 TENSAR UX1500 GEOGRID

PROFILE LEGEND

UX16 TENSAR UX1600 GEOGRID

UX17 TENSAR UX1700 GEOGRID

GEL GEOGRID EMBEDMENT LENGTH

CHANGE IN EMBEDMENT LENGTH

OR GEOGRID TERMINATION

NOTES:

1. SEE NESTED BASKET DETAIL FOR WELDED WIRE FORM BASKETS AT TOP OF MSE BERM. INSTALLER MAY ALTERNATIVELY TRIM TOP OF BASKETS TO MATCH TOP OF

BERM GRADE LINE OR USE FINISHING DETAIL 3 ON SHEET C504.

2. STATIONING PROVIDED ALONG TOP OF MSE BERM ALIGNMENT. SLIGHT VARIATIONS IN CORRESPONDING BOTTOM OF MSE BERM LENGTHS MAY EXIST ALONG CURVES

OR BEND POINTS IN TOP OF MSE BERM ALIGNMENT.

3. TERMINATE TOPMOST GEOGRID WHERE IT CONFLICTS AT DRAINAGE DITCH OTHERWISE MAINTAIN 3" (MIN) COVER BELOW DITCH. REFER TO GEOGRID PLACEMENT AT

PAVEMENT/OBSTRUCTION SECTION DETAIL.

4. MSE BERM REINFORCEMENT DESIGN AND SYSTEM DETAILING BASED ON DESIGN PROVIDED PROVIDED BY TENSAR INTERNATIONAL CORPORATION.

M n n n n n n n nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n n n n n n n

HCL

98969492

13+00

8+00 9+00

10+00 11+00

12+00

N E

T C4

MATCHLINE SEE SHEET C402

542 LF TYPE 1 TRM LINED

SWALE @ 0.75% (MIN.)

(2) 24"Ø SICPP CULVERTS

50 LF @ 4.0%

INV(IN): 92.0

INV(OUT): 90.0

C506

C502

C501

8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00

UX16

UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16 UX16

UX15 UX15 UX15 UX15 UX15

UX15 UX15 UX15 UX15

UX15 UX15 UX15 UX15 UX15

UX15 UX15 UX15

UX15

UX15 UX15

UX17

UX17 UX17 UX17

UX17 UX17 UX17 UX17

GEL.=45' / EL. 101.75

EL. 124.3 (SEE NOTE 3)

EL. 128.75 (SEE NOTE 3)

GEL. 34.5

EL. 125.75 (SEE NOTE 3)

EL. 122.8 (SEE NOTE 3)

GEL.=34.5'

GEL.=45' / EL. 95.75

GEL.=45' / EL. 98.75

GEL.=45' EL. 101.75

GEL.=45' / EL. 104.75

GEL.=45' / EL. 107.75

GEL.=45' / EL. 110.75

GEL.=34.5' / EL. 113.75

GEL.=34.5' / EL. 116.75

GEL.=34.5' / EL. 119.75

GEL.=34.5' / EL. 122.75

GEL.=34.5' / EL. 125.75

GEL. 31.5 EL. 127.25

GEL. 31.5

GEL.=45' / EL. 98.75

GEL.=45' / EL. 95.75

GEL.=45' / EL. 92.75

GEL.=45' / EL. 104.75

GEL.=31.5'

GEL.=45'

GEL.=31.5'

GEL. 31.5

GEL.=45'

HCL POINT E

STA: 7+79.70

ELEV: 132.19

HCL POINT F

STA: 11+30.40

ELEV: 125.18

HCL POINT G

STA: 11+79.57

ELEV: 124.19

HCL POINT H

STA: 12+06.99

ELEV: 124.74

HCL POINT I

STA: 13+23.79

ELEV: 112.08

N E

T C4

N E

T C4

S2.0%

S2.0% S 2.0%

S 10.8%

S9.4%

EL. 104.75

EL. 106.25

EL. 109.25

EL. 110.75

EL. 112.25

EL. 113.75

EL. 115.25

EL. 116.75

EL. 118.25

EL. 119.75

EL. 122.75

EL. 124.25

EL. 125.75

EL. 127.25

EL. 128.75EL. 130.25

EL. 103.25

EL. 101.75

EL. 100.25

EL. 98.75

EL. 97.25

EL. 95.75

EL. 94.25

EL. 92.75

EL. 103.25

EL. 101.75

EL. 100.25

EL. 98.75

EL. 97.25

EL. 95.75

BERM

SUBGRADE STORMWATER

STRUCTURE

(IN BACKGROUND)

HCL POINT K

STA: 14+68.55

ELEV: 94.65

OUT ELEV. 116.80

HCL POINT J

STA: 13+45.83

ELEV: 110.00

S 12.5%

EL. 121.25

BERM HIGH POINT

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

N O

F M

R M

O N

E I M

N O

F M

O U

, C O

N N

FEBRUARY 2023

3185.090.001

REVISIONS

N D

O F

C401

TRUE

NORTH

SITE PLAN

SCALE: 1" = 30'-0"

1" = 30'

BERM HIGH

POINT

PROFILE STA. 8+00 - 14+00

HORIZONTAL SCALE: 1" = 30'-0"

VERTICAL SCALE: 1" = 10'-0"

30' 1"=30'

30'0 60'

10' 1"=10'

0 10' 20'

UX15 TENSAR UX1500 GEOGRID

PROFILE LEGEND

UX16 TENSAR UX1600 GEOGRID

UX17 TENSAR UX1700 GEOGRID

GEL GEOGRID EMBEDMENT LENGTH

NOTES:

1. SEE NESTED BASKET DETAIL FOR WELDED WIRE FORM

BASKETS AT TOP OF MSE BERM. INSTALLER MAY

ALTERNATIVELY TRIM TOP OF BASKETS TO MATCH TOP OF

BERM GRADE LINE OR USE FINISHING DETAIL 3 ON SHEET

C504.

2. STATIONING PROVIDED ALONG TOP OF MSE BERM

ALIGNMENT. SLIGHT VARIATIONS IN CORRESPONDING

BOTTOM OF MSE BERM LENGTHS MAY EXIST ALONG CURVES

OR BEND POINTS IN TOP OF MSE BERM ALIGNMENT.

3. TERMINATE TOPMOST GEOGRID WHERE IT CONFLICTS AT

DRAINAGE DITCH OTHERWISE MAINTAIN 3" (MIN) COVER

BELOW DITCH. REFER TO GEOGRID PLACEMENT AT

PAVEMENT/OBSTRUCTION SECTION DETAIL.

4. MSE BERM REINFORCEMENT DESIGN AND SYSTEM DETAILING

BASED ON DESIGN PROVIDED PROVIDED BY TENSAR

INTERNATIONAL CORPORATION.

5. WWF BASKETS SHOULD NOT BE NESTED OR CUT WITHIN THE

FUTURE MSE BERM LIMITS (BETWEEN HCL POINTS H AND K)

CHANGE IN EMBEDMENT LENGTH

OR GEOGRID TERMINATION

M n n n n n n n nnnnnnnnnn n n n n n n n

HCL

98969492

13+00

11+00

12+00

MATCHLINE SEE SHEET C401

542 LF TYPE 1 TRM LINED

SWALE @ 0.75% (MIN.)

(2) 18"Ø SICPP CULVERTS

65 LF @ 0.75%

INV(IN): 92.0

INV(OUT): 91.5

(2) 24"Ø SICPP CULVERTS

50 LF @ 4.0%

INV(IN): 92.0

INV(OUT): 90.0

C506

C501

13+00 14+00 15+00 15+25

UX16 UX16 UX16 UX16

UX16 UX16 UX16

UX16 UX16

UX16

UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16 UX16

GEL.=45' / EL. 101.75

GEL.=45' / EL. 98.75

GEL.=45' / EL. 95.75

GEL.=45' / EL. 92.75

GEL.=45' / EL. 104.75

N E

T C4

EL. 94.25

EL. 95.75

EL. 97.25

EL. 98.75

EL. 100.25

EL. 101.75

EL. 103.25

EL. 92.75

HCL POINT K

STA: 14+68.55

ELEV: 94.65

HCL POINT J

STA: 13+45.83

ELEV: 110.00

HCL POINT I

STA: 13+23.79

ELEV: 112.08

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

N O

F M

R M

O N

E I M

N O

F M

O U

, C O

N N

FEBRUARY 2023

3185.090.001

REVISIONS

N D

O F

C402

TRUE

NORTH

SITE PLAN

SCALE: 1" = 30'-0"

30' 1"=30'

30'0 60'

1" = 30'

BERM SUBGRADE

PROFILE STA. 14+00 - 15+25

HORIZONTAL SCALE: 1" = 30'-0"

VERTICAL SCALE: 1" = 10'-0"

10' 1"=10'

0 10' 20'

S 12.5%

(2) 18"Ø SICPP

CULVERTS

UX15 TENSAR UX1500 GEOGRID

PROFILE LEGEND

UX16 TENSAR UX1600 GEOGRID

UX17 TENSAR UX1700 GEOGRID

GEL GEOGRID EMBEDMENT LENGTH

NOTES:

1. SEE NESTED BASKET DETAIL FOR WELDED WIRE FORM BASKETS AT TOP OF MSE BERM. INSTALLER MAY ALTERNATIVELY TRIM TOP OF BASKETS TO MATCH TOP OF BERM GRADE LINE OR USE FINISHING DETAIL

3 ON SHEET C504.

2. STATIONING PROVIDED ALONG TOP OF MSE BERM ALIGNMENT. SLIGHT VARIATIONS IN

CORRESPONDING BOTTOM OF MSE BERM LENGTHS MAY EXIST ALONG CURVES OR BEND POINTS IN TOP

OF MSE BERM ALIGNMENT.

3. TERMINATE TOPMOST GEOGRID WHERE IT CONFLICTS AT DRAINAGE DITCH OTHERWISE MAINTAIN 3" (MIN) COVER BELOW DITCH. REFER TO GEOGRID PLACEMENT AT PAVEMENT/OBSTRUCTION SECTION

DETAIL.

4. MSE BERM REINFORCEMENT DESIGN AND SYSTEM DETAILING BASED ON DESIGN PROVIDED PROVIDED

BY TENSAR INTERNATIONAL CORPORATION.

5. WWF BASKETS SHOULD NOT BE NESTED OR CUT WITHIN THE FUTURE MSE BERM LIMITS (BETWEEN HCL

POINTS H AND K)

CHANGE IN EMBEDMENT LENGTH

OR GEOGRID TERMINATION

0 10 20 30 40 500-10-20-30-40-50-60-70

UX17 UX17 UX17 UX17 UX17

UX17 UX17 UX17 UX17

UX16 UX16 UX16 UX16

UX15 UX15 UX15 UX15

STA. 9+00

SCALE: 1" = 10'

BERM FOUNDATION STONE AND TYPE 3

WOVEN STABILIZATION GEOTEXTILE (TYP.)

A C501

COMMON FILL

(RETAINED BACKFILL)

SELECT COMMON FILL

(REINFORCED FILL)

APPROXIMATE LIMITS OF

WASTE BENCHING FOR MSE

BERM CONSTRUCTION (TYP.)

SHADED AREA REPRESENTS

APPROXIMATE WASTE TO

BE REMOVED PRIOR TO

CONSTRUCTING BERM (TYP.)

C502

0 10 20 30 40 500-10-20-30-40-50-60-70

UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16

UX15 UX15 UX15 UX15

STA. 3+00

SCALE: 1" = 10'

APPROXIMATE LIMITS OF

WASTE BENCHING FOR MSE

BERM CONSTRUCTION (TYP.)

SHADED AREA REPRESENTS

APPROXIMATE WASTE TO

BE REMOVED PRIOR TO

CONSTRUCTING BERM (TYP.)

BERM FOUNDATION STONE AND TYPE 3

WOVEN STABILIZATION GEOTEXTILE (TYP.)

A C501

COMMON FILL

(RETAINED BACKFILL)

SELECT COMMON FILL

(REINFORCED FILL)

C502

FILLS OUTSIDE MSE BERM FOOTPRINT

SHALL BE COMMON FILL UNLESS

OTHERWISE SPECIFIED OR DETAILED1

0 10 20 30 40 500-10-20-30-40-50-60-70

UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16

UX15 UX15 UX15 UX15

STA. 5+00

SCALE: 1" = 10'

APPROXIMATE LIMITS OF

WASTE BENCHING FOR MSE

BERM CONSTRUCTION (TYP.)

SHADED AREA REPRESENTS

APPROXIMATE WASTE TO

BE REMOVED PRIOR TO

CONSTRUCTING BERM (TYP.)

BERM FOUNDATION STONE AND TYPE 3

WOVEN STABILIZATION GEOTEXTILE (TYP.)

A C501

SELECT COMMON FILL

(REINFORCED FILL)

C502

COMMON FILL

(RETAINED BACKFILL)

0 10 20 30 40 500-10-20-30-40-50-60-70

UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16

UX15 UX15

STA. 11+00

SCALE: 1" = 10'

BERM FOUNDATION STONE AND TYPE 3

WOVEN STABILIZATION GEOTEXTILE (TYP.)

C501COMMON FILL

(RETAINED BACKFILL)

SELECT COMMON FILL

(REINFORCED FILL)

APPROXIMATE LIMITS OF

WASTE BENCHING FOR MSE

BERM CONSTRUCTION (TYP.)

SHADED AREA REPRESENTS

APPROXIMATE WASTE TO

BE REMOVED PRIOR TO

CONSTRUCTING BERM (TYP.)

C502

0 10 20 30 40 500-10-20-30-40-50-60-70

UX17 UX17 UX17 UX17 UX17

UX17 UX17 UX17 UX17

UX16 UX16 UX16 UX16

UX15 UX15 UX15 UX15

UX15 UX15

STA. 7+00

SCALE: 1" = 10'

BERM FOUNDATION STONE AND TYPE 3

WOVEN STABILIZATION GEOTEXTILE (TYP.)

A C501

SELECT COMMON FILL

(REINFORCED FILL)

APPROXIMATE LIMITS OF

WASTE BENCHING FOR MSE

BERM CONSTRUCTION (TYP.)

SHADED AREA REPRESENTS

APPROXIMATE WASTE TO

BE REMOVED PRIOR TO

CONSTRUCTING BERM (TYP.)

C502

COMMON FILL

(RETAINED BACKFILL)

0 10 20 30 40 500-10-20-30-40-50-60-70

UX16 UX16 UX16 UX16 UX16

UX16 UX16 UX16 UX16

UX16 UX16 UX16

STA. 13+00

SCALE: 1" = 10'

SEE GRADING PLAN(S) FOR ADDITIONAL

GENERAL SITE EARTHWORK

BERM FOUNDATION STONE AND TYPE 3

WOVEN STABILIZATION GEOTEXTILE (TYP.)

A C501

COMMON FILL

(RETAINED BACKFILL)

SELECT COMMON FILL

(REINFORCED FILL)

APPROXIMATE LIMITS OF

WASTE BENCHING FOR MSE

BERM CONSTRUCTION (TYP.)

SHADED AREA REPRESENTS

APPROXIMATE WASTE TO

BE REMOVED PRIOR TO

CONSTRUCTING BERM (TYP.)

C502

M S

O N

C403

AS SHOWN

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

N O

F M

R M

O N

E I M

N O

F M

O U

, C O

N N

FEBRUARY 2023

3185.090.001

REVISIONS

10' 1"=10'

0 10' 20'

LEGEND

EXISTING REFUSE/NON-NATIVE FILL

EXISTING SAND AND GRAVEL WITH

VARYING AMOUNTS OF SILT AND CLAY

EXISTING SILT WITH VARYING

AMOUNTS OF SAND AND GRAVEL

EXISTING CLAY WITH VARYING

AMOUNTS OF SAND AND SILT

ESTIMATED GROUNDWATER LEVEL

SHADED AREA REPRESENT SOILS TO BE REMOVED

NOTE:

NATIVE SOILS EXCAVATED AS SHOWN OR SPECIFIED MAY BE

UTILIZED AS COMMON FILL IF THEY MEET REQUIREMENTS OF

COMMON FILL MATERIAL SPECIFICATIONS. ALL REFUSE,

NON-NATIVE FILL, OR SOILS NOT MEETING COMMON FILL

SPECIFICATION EXCAVATED SHALL BE LOADED, TRANSPORTED,

AND TIPPED AT THE ACTIVE WORKING FACE.

A C102

SECTION

SCALE: 1/4" = 1'-0"

S 2%

15'-0"

2'-0"

4'-0"

3'-0"

2'-0"

2' -0

2'-0"

2' -0

1'-0"

GEOGRID EMBEDMENT

LENGTH VARIES (SEE 400 SERIES SHEETS FOR REFERENCE)

M H

(3 6'

-3 " M

3'-0"

(TYP.)

6'-0"

5'-0" 3'-0"

2'-0"

2' -0

0.5

GRAVEL PERIMETER

ACCESS ROAD

C502

TYPE 3 GEOTEXTILE

C506

INFILTRATION TRENCH

(FULL LENGTH OF LINER)

ASSHTO #57 OR

APPROVED EQUAL

TYPE 4 GEOTEXTILE

60 MIL TEXTURED

HDPE GEOMEMBRANE

TYPE 4 GEOTEXTILE

BACKFILL ANCHOR TRENCH WITH

COMMON FILL SOIL

TYPE 2 TRM LINED

SWALE @ 0.50% (MIN.)

18" TYPE D SELECT FILL

MSE BERM FACING

(SEE DETAILS ON SHEET

C502 FOR COMPONENTS)

TOE OF MSE BERM

TENSAR GEOGRID (TPG)

(SEE 400 SERIES SHEETS FOR

TYPE, LENGTH AND LOCATION)

FINISHED GRADE

SUBDRAIN

COMMON FILL

(RETAINED BACKFILL)

SELECT COMMON FILL

(REINFORCED FILL)

COMPACTED

GRANULAR FILL

C501

4"Ø SOLID CPE

OUTLET EVERY 100 FT.

4"Ø PERFORATED CPE

CONNECTED TO SOLID CPR PIPE

OUTLETS WITH WYE OR TEE

EVERY 100 FT.

TYPE 1 GEOTEXTILE

ASSHTO #57 OR

APPROVED EQUAL

LIMITS OF WASTE MARKERS

TYPE 3 GEOTEXTILE

(STABILIZATION FABRIC)

24" FREE DRAINING AGGREGATE

MATERIAL FOUNDATION STONE

SILT FENCE PROTECTION (TYP.)

(SEE SHEET C101 FOR LOCATION)

SILT FENCE

PROTECTION

HORIZONTAL CONTROL LINE

(SEE SHEET C102)

DOWNCHUTE TRANSFER STRUCTURE OUTLET DETAIL

SCALE: 3/16" = 1'-0"

24"Ø HIGH PERFORMANCE

SICPP PIPE @ 2.0% MIN.

(ADS HP STORM PIPE OR EQUAL)

45° ELBOW

22.5° ELBOW

45° ELBOW

22.5° ELBOW

PERCUSSION DRIVEN EARTH ANCHOR EVERY

4' O.C. DOWN FACE OF BERM - EACH PIPE.

(PLATIPUS CAST IRON S-6 SERIES OR EQUAL)

COMMON FILL

SOIL SUPPORT

CONCRETE

DOWNCHUTE

TRANSFER

STRUCTURE

C506

END SECTION

(TYP.)

TENSAR GEOGRID

REINFORCEMENT

(SEE 400 SERIES

SHEETS FOR LENGTH

AND LOCATIONS)

TYPICAL LINER SYSTEM DETAIL

NOT TO SCALE

TYPE 4 GEOTEXTILE

60 MIL TEXTURED

HDPE GEOMEMBRANE

TYPE 4 GEOTEXTILE

18" TYPE D SELECT FILL

COMMON FILL

TYPICAL INFILTRATION TRENCH DETAIL

NOT TO SCALE

2' -0

2'-0"

'-0

10'-0"

TYPE 4 GEOTEXTILE

60 MIL TEXTURED

HDPE GEOMEMBRANE

TYPE 4 GEOTEXTILE

18" TYPE D SELECT FILL

INFILTRATION

TRENCH

ASSHTO #57 OR

APPROVED EQUAL

INSTALL 10' X 10' X 10' SUMPS

SPACED 100 FT. O.C. ALONG

THE INFILTRATION TRENCH

(SEE SHEET C102 FOR LOCATIONS)

TYPICAL SIDE SLOPE DIVERSION SWALE

NOT TO SCALE

2'-0"

COMPACTED COMMON FILL

HAND SEED AND

INSTALL EROSION

CONTROL BLANKET

ON BACK SLOPE

HAND SEED AND INSTALL

TURF REINFORCEMENT

MAT (TRM) IN SWALE

1.5

(MAX.)

ADDED BANKING FILL

ALONG SHARP TURNS

(SEE NOTE 1)

NOTE:

1. DIVERSION SWALES SHALL BE INSTALLED WITH ADDED FILL ALONG TOP OF

CONTAINING BERM AND RIP-RAP WITHIN SWALE INVERTS TO HELP CONTAIN

RUNOFF AND PROTECT SWALES FROM EROSION ALONG AREAS WITH SHARP

TURNING RADIUS'.

SILT FENCE

PROTECTION

TYPICAL LINER SYSTEM TERMINATION

SCALE: 1/2" = 1'-0"

2'-0"4'-6"1'-0"

MIN.

18" TYPE D

SELECT FILL

LIMITS OF

GEOMEMBRANE

LINED BACK SLOPE

(SEE SHEET C102)

TURF REINFORCEMENT

MAT (TRM)

TYPE 4 GEOTEXTILE WRAP

(ABOVE AND BELOW

GEOMEMBRANE)

60 MIL TEXTURED

HDPE GEOMEMBRANE

COMMON FILL

(RETAINED BACKFILL)

3'-0"

LIMITS OF

WASTE MARKER

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

N O

F M

R M

O N

E I M

N O

F M

O U

, C O

N N

FEBRUARY 2023

3185.090.001

REVISIONS

M S

O N

A N

C501

AS SHOWN

TYPICAL ACCESS ROAD

NOT TO SCALE

S 2%

VARIES

TYPE 3 GEOTEXTILE

1'-0" GRANULAR FILL

NOTES:

1. VIBRATING WIRE PIEZOMETER SENSORS SHALL BE INSTALLED TARGET ELEVATION NOTED

FOR EACH LOCATION. ELEVATIONS MAY BE ADJUSTED BY UP TO 10 FT IN THE FIELD AT

THE DIRECTION OF THE RPE.

ROADWAY BOX

WITH CASING CAP

EXCAVATION LEVEL

SURFACE SEAL (GROUT)

TERMINATE READOUT LINES

IN ROADWAY BOX

PORTLAND CEMENT GROUT

READOUT LINE

PORTLAND CEMENT GROUT

QUICK SETTING GROUT

PIEZOMETER SENSOR

OTTAWA SAND (C190)

QUICK SETTING GROUT

PORTLAND CEMENT GROUT

VIBRATING WIRE PIEZOMETER

INSTALLATION DETAIL

NOT TO SCALE

1' -0

-0

BOTTOM BORE HOLE

INCLINOMETER

NOT TO SCALE

6" 3'

-0

ELEVATION VIEW

COUPLING

FACTORY END CAP

AS REQUIRED

GROUT

4"Ø PROTECTIVE

STEEL CASING

BORE HOLE

INCLINOMETER

CASING

STEEL CAP

WITH LOCK

GROUT

GUIDERAIL/FENCE DETAIL

NOT TO SCALE

3' -0

-8

" NOTE:

SHOP DRAWING WITH WIND LOADING

CALCULATIONS SHALL BE SUBMITTED BY

THE CONTRACTOR AND APPROVED BY

ENGINEER PRIOR TO INSTALLATION.

U-BOLTS (SEE NOTE)FINISHED GRADE

C502

PLAN VIEW

BORE HOLE

4"Ø PROTECTIVE

STEEL CASING

INCLINOMETER

CASING

GUIDE

WHEELS

PROBE

GROUT

BENCHING DETAIL

NOT TO SCALE

BENCHING (TYP.)

PROPOSED GRADE

BENCH WIDTH TO

ACCOMMODATE

DOZER

EXCAVATED MATERIALS ON

UPGRADIENT SIDE MAY BE USED

TO SHORE UP DOWNGRADIENT

SLOPE TO CREATE BENCH

VARIES

NEW FILL ZONE (TYP.)

LIFT THICKNESS VARIES - 12" MAX.

GUIDERAIL AND END POST DETAIL

NOT TO SCALE

3' -0

-8

N O

NOTE:

1. GUIDE RAIL SHOULD BE PLACED ALONG

THE ROAD WHEN THE ELEVATION DROP

FROM ROAD TO EXISTING GROUND IS

MORE THEN 4 FT.

2. W-BEAM RAIL SHALL MEET

REQUIREMENTS OF AASHTO M-180

TYPE II, CLASS B (ZINC COATED, 10 GA.)

W-BEAM GUARDRAIL.

FINISHED GRADE

3"3/8"

6 1/2"

1' -1

(1) 5/8"Ø X 1-1/2" RAIL BOLT

PER POST W/ GALVANIZED

WASHER AND LOCKNUT

5'-9" X 6" X 4" @ 8.5#

H-POST 6'-3" O.C.

2' -3

"2' -9

W-BEAM RAIL

(SEE NOTE 2)

2' -3

"2' -9

" 1' -1

1' -4

TOP OF STONE

SUBBASE

(1) 5/8"Ø X 1-1/2" RAIL BOLT

(4) 5/6"Ø X 1-1/4" BOLTS AT

TERMINAL SPLICE W/ GALVANIZED

WASHER AND LOCKNUT

ELEVATION

R6"±

3" (MIN.)

8-1/2"

2'-0"

2-1/4"

H-POST

GUIDE

RAIL

PLAN

CHAIN LINK FENCE DETAIL

NOT TO SCALE

6' -0

POST SPACING TO MATCH GUIDERAIL POST LAYOUT

(NOT SHOWN FOR CLARITY)

BOTTOM TENSION WIRE

BRACE BAND

TOP RAIL SLEEVE 20'-0" MAX.

LINE POST

TIE WIRE

2" MESH

CHAIN-LINK

FABRIC

TENSION

BAND

TENSION

BAR

RAIL END

4,000 PSI CONCRETE

2'-0"Ø

MIN.

1'-0" 1'-0"

6" M

4' -6

4' -0

FINISHED GRADE

TROWEL SMOOTH

TO SHED WATER

8"Ø SCH. 40 STEEL PIPE W/

2 COATS SAFETY YELLOW

PAINT FILLED W/ 4,000 PSI

CONCRETE

ROUND CONCRETE TO

SHED WATER

GRIND STEEL SMOOTH TO

ROUND EDGE ALL AROUND

BOLLARD DETAIL

SCALE: 1/2" = 1'-0"

REPLACE CONTAMINATED INTERMEDIATE COVER

WITH COMMON FILL AS REQUIRED

TYPE 1 GEOTEXTILE SEPARATION BETWEEN

STONE FILL AND INTERMEDIATE COVER

FREE DRAINING

AGGREGATE STONE

4' -0

4'-0" (MIN.)

NOTE:

1. CONTRACTOR SHALL CONTROL ANY LEACHATE OUTBREAKS WITHIN WORK AREA BY INSTALLING COLLECTION SUMPS AS REQUIRED (4' X 4' X 4'). PROPOSAL BID FORM INCLUDES ESTIMATED 10 SUMPS FOR A BASE BID QUANTITY. CONTRACTOR WILL BE PAID FOR ACTUAL NUMBER OF SUMPS

INSTALLED DURING CONSTRUCTION AT SPECIFIED PROPOSAL UNIT PRICE.

2. ALL WASTE AND CONTAMINATED INTERMEDIATE COVER EXCAVATED SHALL BE DISPOSED OF AT THE

WORKING FACE. UNCONTAMINATED INTERMEDIATE COVER MAY BE REUSED.

LEACHATE SEEP COLLECTION SUMP

NOT TO SCALE

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

N O

F M

R M

O N

E I M

N O

F M

O U

, C O

N N

FEBRUARY 2023

3185.090.001

REVISIONS

U S

C502

AS SHOWN

WELDED WIRE FORM FACING UNIT

NOT TO SCALE

SUPPORT STRUT LENGTH

(MEASURE INSIDE HOOK TO INSIDE HOOK)

2.200"

TYP.

1'-6"

1' -6

10'-0"

18"

24" C/C MAX.(AS REQUIRED)

9'-8" 4" OVERLAP

SUPPORT STRUT

VIEW A-A

NOTES:

1. FACING TO CONSIST OF PREFABRICATED WWF 4" x 4" - W4.0 x W4.0 FORMS.

2. ALL FORMS AND STRUTS WILL BE FABRICATED WITH BLACK WIRE.

3. OVERALL LENGTH OF WIRE FORMS IS 10'-0". EFFECTIVE CONSTRUCTED WIDTH IS 9'-8" WITH 4" OVERLAPPING AT ENDS.

CENTER

SUPPORT STRUTS

24" C/C TYP.

(FIELD ADJUST AS REQUIRED)

Ø 0.243" BLACK WIRE

BUTT THE END OF VERTICAL

BARS BETWEEN FACE PANELS

SUPPORT STRUT

4" x 4" - W4.0 x W4.0

WELDED WIRE FABRIC

WELDED WIRE FORM INSIDE CORNER UNIT

NOT TO SCALE

92" (MAX.)

24" (MIN.)

92" (M

AX.)

24" (M

IN.)

NOTES:

1. MAINTAIN 24" (MIN.) OF WIRE FORM ON

EACH SIDE OF BEND.

2. SEE WELDED WIRE FORM (WWF) FACING

UNIT DETAIL FOR FACING MATERIAL AND

DIMENSIONS.

FRONT FACE OF

MSE STRUCTURE

CUT HORIZONTAL WIRES ON BOTTOM

LEG OF WWF FACING UNIT

BEND HORIZONTAL WIRES ON VERTICAL

LEG OF WWF FACING UNIT

WELDED WIRE FORM OUTSIDE CORNER UNIT

NOT TO SCALE

92" (M

AX.)

24" (M

IN.)

92" (MAX.)

24" (MIN.)

NOTES:

1. MAINTAIN 24" (MIN.) OF WIRE FORM ON

EACH SIDE OF BEND.

2. SEE WELDED WIRE FORM (WWF) FACING

UNIT DETAIL FOR FACING MATERIAL AND

DIMENSIONS.

BEND HORIZONTAL WIRES ON

VERTICAL LEG OF WWF FACING UNIT

FRONT FACE OF MSE STRUCTURE

CUT HORIZONTAL WIRES ALONG

BOTTOM LEG OF WWF FACING UNIT

NESTED BASKET DETAIL (OFFSET)

NOT TO SCALE

OFFSET VARIES

(SEE NOTE 2)

NOTES:

1. SEE WELDED WIRE FORM (WWF) FACING DETAIL FOR FACING

MATERIALS AND DIMENSIONS.

2. OFFSET AS NEEDED TO ACHIEVE OVERALL BATTER AS SHOWN IN THE

CROSS-SECTIONS.

3. SET TOPMOST WWF FACING UNIT INSIDE WWF FACING UNIT BELOW

TO FOLLOW GRADE.

4. HORIZONTAL WIRES OF TOPMOST WWF FACING UNIT MAY BE CUT TO

ALLOW INSTALLATION OVER STRUTS OF WWF FACING UNIT BELOW.

ISOMETRIC VIEW - TOP OF MSE STRUCTURE

SUPPORT STRUT

TOP OF MSE STRUCTURE

(SEE NOTE 3)

WWF FACING UNIT

(SEE NOTE 1)

INSTALL FACING MATERIALS AND

WRAPS IN ACCORDANCE WITH

FACING DETAILSEE NOTE 4

TOP OF MSE

STRUCTURE

FRONT FACE OF MSE STRUCTURE

WWF FACING UNIT

NESTED WWF UNIT

(SEE NESTED BASKET DETAIL)

OFFSET VARIES

WELDED WIRE FORM FACING DETAIL (PLANTABLE FACE FILL)

NOT TO SCALE

SEE NOTE 3

4'-2 3/4" (MIN.) TOP

AND BOTTOM

3 1/2" (MIN.) TOP WRAP OF EROSION

CONTROL BLANKET EXTENDING

BENEATH THE WWF UNIT ABOVE.

6 3/8" (MIN.) BOTTOM

WRAP OF SC150 (ECB)

NOTES:

1. SEE WELDED WIRE FORM (WWF) FACING UNIT DETAIL FOR FACING MATERIAL AND DIMENSIONS.

2. ALL FACING UNITS SHALL BE FABRICATED FROM BLACK STEEL.

3. OFFSET VARIES (6" MIN.) AS NEEDED TO ACHIEVE OVERALL BATTER AS SHOWN IN THE CROSS-SECTIONS.

4. TOPSOIL SHALL BE LOAMY SAND OR FINER GRADATION WITH 10% - 15% ORGANIC CONTENT OR MATERIAL APPROVED BY A QUALIFIED LANDSCAPE ARCHITECT. HYDROSEEDING ON TOP OF EROSION CONTROL PRODUCT MAY RESULT IN POOR VEGETATION ESTABLISHMENT. VEGETATION TYPE SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS.

CROSS-SECTION

REINFORCED FILL

POSITION TENSAR STRUCTURAL GEOGRID

SO THAT IT IS IN CONTACT WITH THE

VERTICAL PORTION OF THE (ECB)

WWF FACING UNIT (SEE NOTE 1)

NORTH AMERICAN GREEN SC150

OR EQUIVALENT EROSION

CONTROL BLANKET (ECB)

MAXIMUM LIMIT OF TOPSOIL (SEE NOTE 4)

SHALL NOT EXTEND MORE THAN 3" UNDER

SUCCESSIVE FACING UNIT.

SUPPORT STRUT

TENSAR BX1120 GEOGRID

TENSAR STRUCTURAL

GEOGRID IN ACCORDANCE

WITH ELEVATION VIEW

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

N O

F M

R M

O N

E I M

N O

F M

O U

, C O

N N

FEBRUARY 2023

3185.090.001

REVISIONS

M D

F 3)

C503

AS SHOWN

PIPE PENETRATION DETAIL AT WWF WALL FACE

NOT TO SCALE

SECTION A-AELEVATION VIEW

A A

NOTES:

1. SEE WELDED WIRE FORM (WWF) FACING UNIT DETAIL FOR FACING

MATERIALS AND DIMENSIONS.

2. SEE ELEVATION VIEW FOR GEOGRID TYPE, LOCATION, AND DIMENSIONS.

3. TERMINATE GEOGRIDS NO MORE THAN 3" FROM PIPE.

4. CONTRACTOR RESPONSIBLE TO INSTALL PIPE WITH LEAK-PROOF JOINTS.

CONTINUE FACING COMPONENTS

(BIAXIAL GEOGRID AND/OR GEOTEXTILE)

FROM FACING UNIT ALONG PIPE

FIELD CUT WWF FACING

UNITS FOR CLOSE FIT

AROUND PIPE (24". PIPE

DIAMETER, SEE NOTE 3)

EXTEND PIPE 3" BEYOND

WWF FACING UNIT

FRONT FACE OF

WWF FACING UNIT

TENSAR STRUCTURAL

GEOGRID (TYPE VARIES)

GUARD RAIL DETAIL

NOT TO SCALE

3' (MIN.)

2" BETWEEN GEOGRID AND OBSTRUCTION

ELEVATION VIEW

PLAN VIEW

TENSAR UNIAXIAL STRUCTURAL GEOGRID

TENSAR BIAXIAL GEOGRID

(TYPE VARIES)

GUARD RAIL POST

PENETRATION

FRONT FACE OF WELDED WIRE FORMS

GUARD RAIL (BY OTHERS)

TENSAR UNIAXIAL

STRUCTURAL GEOGRID

TOP OF MSE BERM

BODKIN CONNECTION

NOT TO SCALE

CROSS-SECTION

PIECE 2

PIECE 1

TO FORM A BODKIN CONNECTION:

2. PASS THE BENT APERTURES THROUGH THE APERTURES OF THE SECOND PIECE

OF GEOGRID AND INSERT THE BODKIN BAR INTO THE CAVITY BETWEEN THE

GEOGRIDS.

3. PULL BOTH PIECES OF GEOGRID IN OPPOSITE DIRECTIONS TO

COMPLETE CONNECTION.

NOTE:

THE SPLICED GEOGRID PIECE ON EITHER SIDE OF THE BODKIN CONNECTION SHALL BE

AT LEAST 6 FEET LONG UNLESS THE GEOGRID TERMINATES IN A FIXED CONNECTION.

1. BEND THE LAST APERTURE OF ONE PIECE OF GEOGRID IN HALF.

LAST APERTURE

1.5" WIDE HDPE BODKIN BAR

LAST APERTURE

TOP OF MSE STRUCTURE FINISHING DETAIL (AT TRANSITIONS)

NOT TO SCALE

24" (MIN)

4" (MIN.)

OVERLAP OF WWF

PHASE 1A PHASE 1B

2' (MIN.)

4" (MIN.) OVERLAP

PHASE 1A PHASE 1B

2' (M

NOTES:

1. SEE WELDED WIRE FORM (WWF) FACING DETAIL AND WWF OUTSIDE CORNER UNIT DETAIL FOR FACING MATERIALS AND DIMENSIONS.

2. BEND BASKET 90° PER OUTSIDE CORNER UNIT DETAIL AT STEPS TO ENSURE REINFORCED FILL IS CONTAINED.

PLAN VIEW PHASE 1B (OR NEW MSE BERM CONSTRUCTION)

ELEVATION VIEW

PLAN VIEW PHASE 1A (OR EXISTING MSE BERM)

ENLARGEMENT

TOP OF MSE STRUCTURE SLOPED FILL AT TYPICAL

GRADE CHANGES

SEE WELDED WIRE FORM

OUTSIDE CORNER UNIT DETAIL

(SEE NOTE 2)

WWF FACING UNIT

FRONT FACE OF (WWF) FACING UNITS

EROSION CONTROL BLANKET

TENSAR BX1120 GEOGRID

FRONT FACE OF (WWF) FACING UNITS

EROSION CONTROL BLANKET

TENSAR BX1120 GEOGRID

CUT BOTTOM LEG OF

BASKET FOR OVERLAP

(SEE ENLARGEMENT)

TURN BACK FACING MATERIALS

CUT LINE

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

N O

F M

R M

O N

E I M

N O

F M

O U

, C O

N N

FEBRUARY 2023

3185.090.001

REVISIONS

M D

F 3)

C504

AS SHOWN

MEASURED LENGTH CUT DETAIL

NOT TO SCALE

MEASURED LENGTH

NOTE:

CUT TENSAR GEOGRID AT NEAREST TRANSVERSE BAR BEYOND THE MEASURED LENGTH.

PLAN VIEW

TRANSVERSE BARRIB

CUT LINE

(SEE NOTE)

GEOGRID PLACEMENT AT PAVEMENT/OBSTRUCTION SECTION

NOT TO SCALE

PAVEMENT OBSTRUCTION DEPTH,

REFER TO CONTRACT DRAWINGS

PAVEMENT/OBSTRUCTION SECTION

NOTES:

1. SEE WELDED WIRE FORM (WWF) FACING UNIT DETAIL FOR FACING MATERIALS AND DIMENSIONS.

2. CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PLACEMENT OF THE GEOGRID TO AVOID CONFLICT WITH THE CONTRACT PAVEMENT/OBSTRUCTION SECTION. GEOGRID MUST BE SEPARATED FROM THE

PAVEMENT/OBSTRUCTION SECTION BY A MINIMUM OF 3".

HORIZONTAL PAVEMENT/OBSTRUCTION STRUCTURE

SUPERELEVATED PAVEMENT/OBSTRUCTION STRUCTURE

MAX.

DEFLECTION 15"

TENSAR STRUCTURAL GEOGRID

SUPERELEVATED ROADWAY

WWF FACING UNIT

(SEE NOTE 1)

TENSAR STRUCTURAL GEOGRID

WWF FACING UNIT

(SEE NOTE 1)

GEOGRID PENETRATION DETAIL-PLAN VIEW

NOT TO SCALE

PRIMARY

STRENGTH

DIRECTION

(SEE NOTES)

NOTES:

1. ADDITIONAL PROVISIONS SHALL BE MADE WHEN WIDTH EXCEEDS 24".

2. ADDITION PROVISIONS SHALL BE MADE IF REGULARLY SPACED

OBSTRUCTIONS ARE PLACED CLOSER THAN (10 * W).

PLAN VIEW

CUT OPENING IN GEOGRID

A MAX. OF 2" LARGER THAN

VERTICAL STRUCTURES

OBSTRUCTION

TENSAR STRUCTURAL

GEOGRID

GEOGRID PLACEMENT ON CURVES DETAIL

NOT TO SCALE

PRIMARY

STRENGTH

DIRECTION

PLAN VIEW

TRIM GEOGRID AT FACE OR

SPLIT ROLLS WHEN NECESSARY

TO ACCOMMODATE CURVE

TENSAR

STRUCTURAL

GEOGRID

FRONT FACE OF MSE STRUCTURE

3" SOIL FILL REQUIRED BETWEEN

OVERLAPPING GEOGRIDS FOR

PROPER ANCHORAGE

PLACE ADDITIONAL GEOGRID

TO COVER GAP WHEN

GREATER THAN 20-DEGREES

20-DEGREES (MAX.)

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

N O

F M

R M

O N

E I M

N O

F M

O U

, C O

N N

FEBRUARY 2023

3185.090.001

REVISIONS

M D

F 3)

C505

AS SHOWN

DITCH

VARIES TO MAINTAIN SLOPE

FILTER FABRIC LIMITS

1 2

VARIES BASED CHANNEL SLOPE

BOTTOMOF DITCH

TYPE II RIP-RAP

FLOW

TOE

DAM

CREST

CUTOFF TRENCH 18"

WIDE 6" DEEP

FILTER FABRIC

FLOWC

C506

B C506

STONE CHECK DAM FOR DITCHES

NOT TO SCALE

PLAN PROFILE

TYPE 2

GEOTEXTILE

10'-0" (MIN.)

NOTE:

APRON TO BE PLACED LEVEL WITH THE TOP SURFACE OF RIP-RAP AT SAME LEVEL AS

SURROUNDING LAND SURFACE. NO OVERFALL SHOULD EXIST.

1' -0

4' -6

6' -6

VARIES

TYPE II

RIP-RAP

PIPE DISCHARGE PROTECTION DETAIL

SCALE: 1/4" = 1'-0"

D C506

SECTION

SCALE: 1/4" = 1'-0"

WELDED NO. 4

BARS TO FORM 4"

OPENINGS

24"Ø CPP

14'-0"

'-0

FLOW FLOW

BEND BARS 90° AND

EXTEND 6" (MIN.) PAST

SWALE OPENINGS.

24"Ø CPP

C502TYP.

S W

24"Ø CPP

4'-0"

9' -0

14'-0"

1'-0"

(TYP.)

2' -0

6" 1'-0"

4'-0" 4'-0"

9' -0

FLOW

2' -0

10'-0"

NOTE:

REBAR COVER NOT SHOWN FOR CLARITY.

1'-0"

(TYP.) 2'-0"

SUMP

6" 1'-0"

ALL PENETRATIONS

SHALL BE WATERTIGHT

S.S. CLAMP (2 REQD.)

CAST-IN-PLACE

BOOT SLEEVE

REINFORCE AROUND

FLEXIBLE SLEEVE

W/2-#4'S x 6'-0" LG.

DIAGONALS E.F. (TYP.)

24"Ø CPP

4'-0" 4'-0" 4'-0"

9' -0

14'-0"

NOTE:

REBAR COVER NOT SHOWN FOR CLARITY.

2' -0

1'-0"

(TYP.)

6" 1'-0"

6" FREE DRAINING

AGGREGATE STONE

SETTING BED

DITCH SLOPE

MATCH

DESIGN

BOTTOM

FILTER FABRIC LIMITS1'-6"

MIN.

VARIES

12" MIN.

30" MAX.

1'-6"

TYPE 2

GEOTEXTILE

B C506

SECTION

SCALE: 1/2" = 1'-0"

2'-0" MAX. AT

CENTER

1'-6"

C C506

SECTION

SCALE: 1/2" = 1'-0"

B1 C

2'-0"

DEPICTS SECTIONS REQUIRING

FILL TO CONSTRUCT SWALE

DEPICTS SECTIONS REQUIRING

CUT TO CONSTRUCT SWALE

SWALE TYPE VALUES

A B C

1 10'-0" 2'-0" 3

2 0'-0" 2'-0" 2

NOTES:

1. DEPICTION OF CUT AND FILL SCENARIOS ARE SHOWN FOR REFERENCE. ACTUAL SIDE TERMINATION FOR PROPOSED

SWALES WILL VARY BASED ON LOCATION AND SURROUNDING GRADES ALONG EACH SWALE.

2. SLOPE SWALES PER SHEET C101 - EROSION AND SEDIMENT CONTROL PLAN WITH A MINIMUM SLOPE OF 0.50%.

TURF REINFORCEMENT

MAT (TRM)

COMPACTED SOIL OR

NATURAL UNDISTURBED SOIL

FORM DEPRESSION

IN FINAL GRADE

COMPACTED

COMMON FILL

TRM LINED SWALE DETAIL

SCALE: 1" = 100'

2' -0

-0

FLOW

FILTER FABRIC WIRE MESH

REINFORCEMENT ALL AREAS

FILTER FABRIC TO BE

BURIED IN GROUND

1-1/2'' X 1-1/2'' WOOD POST

AT 8'-0" ON CENTER (MAX.)

EXISTING GROUND

PACKED WITH EARTH

SILT FENCE FOR TEMPORARY EROSION CONTROL

SCALE: 1" = 1'-0"

6" MIN.

'-0 "M

6" MIN.

SETBACK GRAVEL ROADWAY AS REQUIRED TO

PROTECT EXISTING ROAD (WHERE APPLICABLE)

MATCH TO EXISTING OR PROPOSED ROAD SURFACE

SICPP CULVERTS W/ END SECTIONS

(TYP.) (SIZE VARIES)

COMPACTED COMMON

FILL/GRANULAR FILL

(95% OF MODIFIED

PROCTOR)

TYPICAL CULVERT ROADWAY CROSSING DETAIL

SCALE: 1/2" = 1'-0"

Sheet Number

Project Number

Ch ec ke d by Dr aw n by De sig ne d by

In c ha rg e of

Scale

Date

N O

F M

R M

O N

E I M

N O

F M

O U

, C O

N N

FEBRUARY 2023

3185.090.001

REVISIONS

N A

N D

O L

C506

P 5

CONCRETE DOWNCHUTE TRANSFER STRUCTURE

NOT TO SCALE

E C506

SECTION

SCALE: 1/2" = 1'-0"

G C506

SECTION

SCALE: 1/2" = 1'-0"

F C506

SECTION

SCALE: 1/2" = 1'-0"

E C506

F C506

G C505

AS SHOWN

Sheets and Views

3185090 G001 (ID 2788081)-Layout1

3185090 G002 (ID 2294273)-Layout1

3185090 C100 Overall Site Plan (ID 2294899)-Layout1

3185090 C101 E&SC Plan (ID 2295179)-C102

3185090 C102 MSE Wall Site Plan (ID 2292426)-C102

3185090 C400-C402 Enlarged Site Plans and Profiles (ID 2295175)-C400

3185090 C400-C402 Enlarged Site Plans and Profiles (ID 2295175)-C401

3185090 C400-C402 Enlarged Site Plans and Profiles (ID 2295175)-C402

3185090 C403 MSE Berm Sections (ID 2679248)-24 x 36

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