INDEX

JOB NO: 1627 SHEET 1 OF 7R

ROADWAY ALTERATION PLANS

ARDEN P.U.D.

STATE ROAD 80

POSTED SPEED 55 MPH

DESIGN SPEED 65 MPH

SEC. 33 & 34 TWP. 43 RNG. 40

LOCATION MAP

NORTH

STATE ROAD 80

SE

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TWENTY

MILE BEND

SITE

N.T.S.

MICHAEL B. SCHORAH& ASSOCIATES, INC.

EB# 2438

ENGINEERS SURVEYORS DEVELOPMENT CONSULTANTS

LB# 2438

1 COVER SHEET

2 DRAINAGE MAP

3 TYPICAL ROADWAY SECTIONS

4 SIGNING AND MARKING PLAN

5 PAVING AND DRAINAGE PLAN

6-7 PAVING AND DRAINAGE DETAILS

AS-BUILT NOTES:

1. RECORD DRAWINGS SHALL BE PREPARED IN

STATE PLANE COORDINATE SYSTEM.

2. UTILITY FACILITIES ARE TO BE SHOWN IN

AS-BUILT LOCATION.

3. STATE PLANE COORDINATES ARE REQUIRED

FOR UTILITY FACILITIES.

PAVING, GRADING AND DRAINAGE NOTES:

1. THE CONTRACTOR MUST COMPLY WITH F.D.O.T. INDEX 600 FOR MAINTENANCE OF

TRAFFIC.

2. EROSION AND TURBIDITY BARRIERS ARE TO BE INSTALLED AND MAINTAINED PRIOR

TO AND DURING CONSTRUCTION TO PREVENT VIOLATION OF STATE WATER

QUALITY STANDARDS FOR OFFSITE DISCHARGES (29 NTU ABOVE BACKGROUND

FOR TURBIDITY). THESE BARRIERS SHALL REMAIN IN PLACE UNTIL CONSTRUCTION

IS COMPLETED, SOILS ARE STABILIZED, AND VEGETATION HAS BEEN ESTABLISHED.

REFERENCE FLORIDA DEPT. OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN

STANDARDS INDEXES 102 AND 103 FOR TYPICAL INSTALLATION DETAILS.

3. FILTER FABRIC SHALL BE INSTALLED ON ALL CATCH BASIN GRATES AND

MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.

4. THE CONTRACTOR SHALL MAKE HIMSELF FAMILIAR WITH THE STORM WATER

POLLUTION PREVENTION PLAN REQUIRED BY THE NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. CONTRACTOR'S

RESPONSIBILITIES SHALL INCLUDE, BUT BE NOT LIMITED TO, THE FOLLOWING:

EROSION AND SEDIMENT CONTROLS

MAINTENANCE AND INSPECTION

GOOD HOUSEKEEPING

SPILL CONTROL

WEEKLY REPORTS AND AFTER EVERY RAINFALL EVENT GREATER THAN 0.5"

MAINTENANCE OF SUCH REPORTS ON-SITE

RETENTION OF RECORDS FOR THREE (3) YEARS AFTER COMPLETION OF FINAL

SITE STABILIZATION

5. ALL ACCESSIBLE ROUTES CANNOT EXCEED A SLOPE OF 1:20 (5%) AND CURB CUT

RAMPS CANNOT EXCEED A SLOPE OF 1:12 (8.33 %). RAMPS THAT EXCEED 6' IN

LENGTH REQUIRE HANDRAILS. ALL CROSS SLOPES CANNOT EXCEED A SLOPE OF

1:50 (2%). ALL CURB CUT RAMPS REQUIRE DETECTABLE WARNING (TRUNCATED

DOMES).

SUPPLEMENTAL CONDITIONS:

(APPLICABLE TO PAVING, DRAINAGE, WATER, SANITARY AND UTILITY CROSSING

PLANS)

1. ALL FITTINGS ARE TO BE INCLUDED IN THE PIPE UNIT PRICES.

2. ALL REQUIRED TESTING IS TO BE INCLUDED IN THE UNIT PRICES.

3. FINAL GRADING IS TO BE INCLUDED IN THE UNIT PRICES. GRADING IS TO BE IN

ACCORDANCE WITH THE DETAILS ON THE PLANS. ANY EXCESS MATERIAL IS TO

BE REMOVED FROM THE SITE. ANY DEFICIT MATERIAL IS TO BE PROVIDED BY

THE CONTRACTOR AND IS INCLUDED IN THE UNIT PRICES.

4. OVERBURDEN, OUTSIZE MATERIALS, TRASH AND ANY DELETERIOUS MATERIALS

THAT DO NOT MEET THE SPECIFICATIONS ON THE PLANS, ARE TO BE REMOVED

TO A LEGAL DISPOSAL SITE AT NO ADDITIONAL COST TO THE OWNER.

5. THE CONTRACTOR IS REQUIRED TO ADHERE TO THE CURB SURFACE

REQUIREMENTS AS OUTLINED IN THE FLORIDA DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, SECTION 520-10.

6. UTILITY CROSSINGS ARE TO BE MARKED WITH A PVC PIPE EACH END INDICATING

THE CROSSING TYPE AND SIZE(S) ON THE PVC PIPE WITH A PERMANENT WATER

PROOF MARKER.

7. WATER AND SEWER SERVICE LOCATIONS ARE TO BE MARKED WITH A NAIL AND

TIN TAB IN THE PAVEMENT 18 FEET FROM THE SERVICE AND PERPENDICULAR

TO THE ROAD RIGHT-OF-WAY LINE.

8. THE CONTRACTOR WILL BE REQUIRED, AS PART OF THE UNIT PRICES, TO

STREET SWEEP/VACUUM THE CURB AND ROADWAY SURFACE UPON NOTICE TO

PROCEED FROM OWNER.

9. THE CONTRACTOR WILL BE REQUIRED, AS PART OF THE UNIT PRICES, TO CLEAN

THE DRAINAGE SYSTEM BY VACUUMING AS NECESSARY UPON NOTICE TO

PROCEED BY OWNER.

10. THE CONTRACTOR WILL BE REQUIRED, AS PART OF THE UNIT PRICES, TO

REGRADE AS NECESSARY AFTER FPL, BELLSOUTH AND CABLE SERVICE

INSTALLATION UPON NOTICE TO PROCEED BY OWNER.

11. TWO FEET OF SOD, MINIMUM, SHALL BE REQUIRED BEHIND ALL CURB AND

AROUND EACH DRAINAGE INLET.

12. THE CONTRACTOR SHALL INSTALL TEMPORARY ASPHALT TRANSITIONS AFTER

INSTALLATION OF THE FIRST LIFT OF ASPHALT AROUND ALL MANHOLE LIDS AND

VALVE BOXES WITHIN THE PAVEMENT AREA. ALSO, TRANSITIONS SHALL BE

PROVIDED AT ALL INTERSECTIONS OF SIDEWALKS AND ROADWAYS. THE

CONTRACTOR SHALL REMOVE ASPHALT TRANSITIONS PRIOR TO INSTALLATION

OF THE FINAL LIFT OF ASPHALT.

13. MAINTENANCE OF TRAFFIC AND CONSTRUCTION LAYOUT ARE TO BE INCLUDED

IN THE CONTRACTOR'S UNIT PRICES.

14. CONTRACTOR SHALL PROVIDE TEMPORARY PAVEMENT MARKINGS (TRAFFIC

PAINT) AFTER PLACEMENT OF FIRST ASPHALT LIFT.

15. CONTRACTOR SHALL PROVIDE BI-DIRECTIONAL BLUE REFLECTIVE PAVEMENT

MARKERS (RPM'S) AT TRAFFIC LANE CENTER ADJACENT TO FIRE HYDRANT

LOCATIONS. RPM'S SHALL BE PLACED AFTER EACH ASPHALT LIFT. RPM'S SHALL

BE REMOVED FROM FIRST LIFT PRIOR TO PLACEMENT OF FINAL LIFT.

GENERAL NOTES

1. INCORPORATED AS A PART OF THE GENERAL SPECIFICATIONS AND REQUIREMENTS FOR THIS PROJECT

ARE THE RELEVANT CRITERIA INCLUDED IN THE LATEST REVISION OF THE FOLLOWING ITEMS:

1.1. FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION

1.2. FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS

1.3. PALM BEACH COUNTY UNIFIED LAND DEVELOPMENT CODE

1.4. PALM BEACH COUNTY WATER UTILITIES DEPARTMENT MINIMUM ENGINEERING AND

CONSTRUCTION STANDARDS

1.5. ALL CONDITIONS AND/OR REQUIREMENTS RELATED TO THE CONSTRUCTION ACTIVITIES AS SET IN

THE SITE DEVELOPMENT PERMITS. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THESE

ITEMS. ANY COSTS ASSOCIATED WITH COMPLIANCE IS INCLUDED IN THE UNIT PRICES.

2. AT NO ADDITIONAL COST TO THE OWNER, THE CONTRACTOR SHALL PROVIDE ACCESS AND ALLOW FOR

COORDINATION SERVICES TO ACCOMMODATE UTILITIES, CONDUIT AND/OR SLEEVE CONSTRUCTION BY

OTHERS. ANY UTILITIES, CONDUITS AND/OR SLEEVES INSTALLED BY OTHERS AND DAMAGED BY THE

CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. IF REQUIRED BY OWNER OR GOVERNMENTAL AGENCY HAVING JURISDICTION OVER AFFECTED

ROADWAYS, THE CONTRACTOR WILL PROVIDE, AS PART OF HIS BASE BID FOR PAVEMENT SYSTEMS, A

MAINTENANCE OF TRAFFIC PLAN. ALSO INCLUDED WILL BE THE LABOR, EQUIPMENT AND MATERIALS

REQUIRED TO IMPLEMENT THAT PLAN. ALL WORK MUST BE DONE IN ACCORDANCE WITH AGENCY

REQUIREMENTS AND ANY REQUIRED PERMITS OR APPROVALS MUST BE APPLIED FOR AND OBTAINED

BY THE CONTRACTOR.

4. TESTING OF CONSTRUCTION MATERIALS AND/OR CONSTRUCTED FACILITIES WILL BE REQUIRED AS

OUTLINED IN THE GOVERNING SPECIFICATIONS AS NECESSARY TO MEET THE REQUIREMENTS OF THE

PERMITTING/APPROVING AGENCIES. ALL TESTING IS TO BE DONE BY A FLORIDA LICENSED TESTING

LABORATORY AND THE COST OF THESE TESTS IS INCLUDED IN THE CONTRACTOR'S UNIT PRICES.

5. FIELD REVIEWS OF CONSTRUCTED FACILITIES WILL BE REQUIRED DURING THE CONSTRUCTION

PROCESS. THE CONTRACTOR IS TO NOTIFY THE ENGINEER A MINIMUM OF 24 HOURS PRIOR TO THE

REQUESTED TIME FOR REVIEW OF THE COMPLETED ITEMS. CONTRACTOR TO PROVIDE ALL LABOR,

EQUIPMENT AND MATERIALS NEEDED TO ACCOMMODATE THE FIELD REVIEW. THESE REVIEWS

INCLUDE BUT ARE NOT LIMITED TO:

5.0.1. DRAINAGE PIPE AND STRUCTURE REVIEW

5.0.2. SUB-GRADE REVIEW

5.0.3. CURB REVIEWS

5.0.4. BASE REVIEWS

5.0.5. PUMP OUT AND LAMPING OF DRAINAGE SYSTEM

5.0.6. ASPHALT REVIEWS

5.0.7. SEMI-FINAL AND FINAL REVIEWS

5.0.8. PRESSURE AND LEAKAGE TESTING OF WATER SYSTEMS

5.0.9. LAMPING AND TELESPECTION OF SANITARY SEWER SYSTEM

FACILITIES MUST BE COMPLETED PRIOR TO SCHEDULING FIELD REVIEW. IF A FIELD REVIEW FAILS

TO MEET THE AGENCY REQUIREMENTS AND AN ADDITIONAL REVIEW IS REQUIRED THE CONTRACTOR

WILL BE RESPONSIBLE TO PAY ANY FEES ASSOCIATED WITH THE ADDITIONAL REVIEW.

6. NO SEPARATE PAYMENT SHALL BE PROVIDED TO THE CONTRACTOR FOR EARTHWORK ASSOCIATED

WITH THIS CONTRACT. ALL COSTS ASSOCIATED WITH SITE PREPARATION NECESSARY TO EXECUTE

THE WORK SET FORTH IN THE CONTRACT SHALL BE INCLUDED IN THE ITEMS PROVIDED FOR IN THE

UNIT PRICE BID SCHEDULE. ANY EXCESS MATERIAL REMAINING UPON COMPLETION OF CONSTRUCTION

SHALL BE REMOVED TO AN ACCEPTABLE LOCATION AT THE EXPENSE OF THE CONTRACTOR. AT THE

OWNER'S OPTION HE MAY IDENTIFY A LOCATION FOR THIS MATERIAL TO BE STOCK PILED OR INSTRUCT

THE CONTRACTOR TO REMOVE THE EXCESS TO A LEGAL DISPOSAL SITE. THE SITE HAS BEEN

PREVIOUSLY FILLED BY OTHERS TO ELEVATION 23.0 NGVD. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR FINAL GRADING OF THE SITE TO WITHIN 0.2 ± FOOT OF ALL THE PROPOSED FINISHED GRADE

ELEVATIONS THROUGHOUT THE PROJECT SITE AS DEPICTED ON THE PLANS PREPARED BY THE

ENGINEER. ELEVATIONS OF CONSTRUCTED FACILITIES, IE ROADWAYS, DRAINAGE, ETC. ARE TO BE AS

INDICATED ON THE PLANS.

7. EXISTING UTILITIES, ROADWAY AND DRAINAGE FACILITIES ARE LOCATED AND IDENTIFIED BASED ON

THE AVAILABLE INFORMATION. THE CONTRACTOR IS TO VERIFY THIS INFORMATION WHERE

NECESSARY FOR PROPOSED CONSTRUCTION. ALL COSTS ASSOCIATED WITH VERIFICATION,

PROTECTION OF EXISTING SYSTEMS OR CONNECTION TO THOSE ITEMS AS CALLED FOR ON THE PLANS

IS INCLUDED IN THE UNIT PRICES.

8. CONTRACTOR SHALL EMPLOY A REGISTERED SURVEYOR TO LAY OUT LINE, GRADES, STRUCTURES,

LOT CORNERS, ETC. AS NECESSARY TO CONSTRUCT THE PROPOSED FACILITIES IN ACCORDANCE WITH

THE PLANS AND SPECIFICATION. BENCH MARKS SHALL BE ESTABLISHED BY A REGISTERED SURVEYOR.

BENCH MARKS SHALL BE PERMANENT AND EASILY ACCESSIBLE AND MAINTAINED AND REPLACED IF

DISTURBED OR DESTROYED.

9. ANY UNSTABLE SOIL AND/OR SOIL CONTAINING ORGANIC MATERIAL ENCOUNTERED DURING

CONSTRUCTION, INCLUDING BUT NOT LIMITED TO MUCK, SILT, SLUDGE AND MARL, SHALL BE REMOVED

AND SHALL BE REPLACED BY MATERIAL ACCEPTABLE TO THE ENGINEER. NO ADDITIONAL PAYMENT

SHALL BE PROVIDED FOR REMOVAL, REPLACEMENT, AND DISPOSAL OF SUCH UNSTABLE SOIL AND/OR

ORGANIC CONTENT SOIL. THE REMOVAL, REPLACEMENT AND DISPOSAL OF SUCH UNSTABLE SOIL

AND/OR ORGANIC CONTENT SOIL SHALL BE CONSIDERED TO BE PART OF THE CONTRACT PRICE AS

PROVIDED IN THE UNIT PRICE BID SCHEDULE. IF ANY ROCK, HARDPAN, ETC. IS ENCOUNTERED DURING

CONSTRUCTION OF ANY ITEMS, THE REMOVAL AND BACKFILL REQUIRED SHALL BE CONSIDERED

INCIDENTAL TO CONSTRUCTION OF THAT ITEM AND NO SEPARATE PAYMENT WILL BE MADE.

10. THE CONTRACTOR SHALL VISIT THE SITE AND ACQUAINT HIMSELF WITH ALL EXISTING CONDITIONS.

MAKE HIS OWN SUBSURFACE INVESTIGATION TO SATISFY HIMSELF AS TO THE SITE AND SUBSURFACE

CONDITIONS, BUT SUCH SUBSURFACE INVESTIGATIONS SHALL BE PERFORMED ONLY UNDER TIME

SCHEDULES AND ARRANGEMENTS APPROVED IN ADVANCE BY THE OWNER'S REPRESENTATIVE AND

ENGINEER. THE EXISTING GRADES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND NO

REPRESENTATION IS MADE AS TO THEIR ACCURACY OR CONSISTENCY. THE CONTRACTOR SHALL

VERIFY ALL EXISTING GRADES TO THE EXTENT NECESSARY TO INSURE COMPLETION OF THE JOB TO

THE PROPOSED GRADES INDICATED ON THE DRAWINGS

11. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRIERS AND PROTECTION FOR THOSE EXISTING

FACILITIES AND VEGETATION (NATURAL AND LANDSCAPING) THAT ARE TO REMAIN IN THE EXISTING

CONDITIONS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY COST ASSOCIATED WITH REPAIR OR

REPLACEMENT OF THESE ITEMS IF THEY ARE DAMAGED OR DESTROYED BY THE CONTRACTOR

(INCLUDING HIS WORKERS, SUBCONTRACTORS, LABORERS, SUPPLIERS, DELIVERY VEHICLES.)

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ANY DEWATERING

PERMITS AND/OR APPROVALS NECESSARY FOR THE CONSTRUCTION OF THE PROPOSED

FACILITIES/SYSTEMS.

13. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF SEVEN (7) COPIES FOR SHOP DRAWINGS, PRODUCT

DATA, MATERIAL SPECIFICATION OF OTHER INFORMATION REGARDING CONSTRUCTION MATERIALS

AND STRUCTURES AS REQUESTED BY THE OWNER, ENGINEER OR PERMITTING/APPROVAL AGENCY.

SHOP DRAWINGS MUST BE NEWLY PREPARED INFORMATION, DRAWN TO ACCURATE SCALE. DO NOT

REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD INFORMATION AS THE BASIS OF SHOP

DRAWINGS. STANDARD INFORMATION PREPARED WITHOUT SPECIFIC REFERENCE TO THE PROJECT IS

NOT CONSIDERED SHOP DRAWINGS. ALL COSTS ASSOCIATED WITH THIS ITEM IS INCLUDED IN THE UNIT

PRICES.

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FDOT PERMIT # 15A-496-0035-93120 ARDEN P.U.D. (HIGHLAND DUNES)

8/12/15: REV. PER F.D.O.T.

1

133

71

72

73

74

75

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80

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120

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122

123

124

125

126

127

128

129

130

131

132

133

PC

: 101+

69.59

Mid: 101+

69.73

PT

: 101+

69.87

EP

: 133+

52.44

6

10

20

6

10

20

20 20

105+09.19

310.72' LT

S - 133

INVERT

6.00 S

CONC. COLLAR

99

100

101

102

103

104

105

106

107

108

PC

: 101+

69.59

Mid: 101+

69.73

PT

: 101+

69.87

105+09.19

310.72' LT

S - 133

INVERT

6.00 S

CONC. COLLAR

72

73

74

75

76

77

78

79

80

81

82

83

1" = 200'

1" = 100'

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0

200

100 200 400 600

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# 2

43

8

PLAN

DRAINAGE CONNECTION DETAIL 'B'

EXISTING 24" PIPES

EXISTING 48" PIPES

EXISTING 18" PIPES

SEE DETAIL 'B'

CONSTRUCT 18"

PIPE AND M.E.S.'S

REMOVE EXISTING

PIPE AND M.E.S.

EXISTING 72" PIPES

CONTROL

STRUCTURE

REMOVE EXISTING

PIPE AND M.E.S.

REMOVE EXISTING

PIPE AND M.E.S.

EXISTING 24" PIPE

EXISTING 30" PIPE

EXISTING 72" OUTFALL

TO S.F.W.M. C-51 CANAL

ARDEN P.U.D. PLAT 1

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0

100

50 100 200 300

EXISTING 30" PIPE

CONTROL

STRUCTURE

LAKE TRACT 4

STATE ROAD 80

REMOVE EXISTING HEADWALL

AND CONSTRUCT TYPE 'P'

MANHOLE ON EXISTING 72" RCP

ARDEN LAKE WAY

PROJECT ENTRANCE

CANE FIELD TRACE

PROJECT ENTRANCE

1" = 100'

DRAINAGE CONNECTION DETAIL "A'

EXISTING 48" RCP

DRAINAGE

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0

100

50 100 200 300

L-8

C

AN

AL

STATE ROAD 80

REMOVE EXISTING HEADWALL

AND CONSTRUCT TYPE 'P'

MANHOLE ON EXISTING 48" RCP

C-51 CANAL

SEE DETAIL 'A'

C-51 CANAL

C-51 CANAL

LAKE TRACT

BOUNDARY

20' LME

DEMOLITION NOTE:

OWNERSHIP OF ALL SUITABLE EXCAVATED MATERIALS WITHIN THE FDOT R/W, AS DETERMINED BY

THE F.D.O.T., SHALL REMAIN IN THE DEPARTMENT UNTIL A FINAL ACCEPTANCE OF THE PERMITTED

PROJECT IS FULFILLED. EXCAVATED MATERIALS SHALL BE HAULED BY THE CONTRACTOR, AT THEIR

COST & EXPENSE FROM THE SITE TO THE PALM BEACH OPERATIONS CENTER, 7900 W FOREST HILL

BLVD OR STOCKPILED IN THOSE AREAS AS DIRECTED BY THE DOT, INCLUDING ASPHALT MILLINGS.

PERMITTEE SHALL RETURN ALL SALVAGEABLE SIGNS, INCLUDING APPURTENANCES AND DRAINAGE

PIPES TO THE PALM BEACH OPERATIONS CENTER AT THE OWNERS EXPENSE.

DRAINAGE AND NPDES NOTES:

OUTFALL PIPES TO BE CONSTRUCTED THROUGH EXISTING BERM AREA. CONTRACTOR TO REMOVE

AND REPLACE BERM TO INSTALL NEW PIPES. BERM TO BE RECONSTRUCTED TO MATCH EXISTING.

CONTRACTOR TO INSTALL SILT FENCE AND EROSION CONTROL MEASURES TO CONFORM TO

CURRENT NPDES CRITERIA.

CONTRACTOR TO PROVIDE NPDES PLAN AND OBTAIN ALL REQUIRED NPDES PERMITS PRIOR TO

CONSTRUCTION.

2

0

' E

M

B

A

N

K

M

E

N

T

E

A

S

E

M

E

N

T

30'

ACCESS

EASEMENT

20'

EMBANKMENT

EASEMENT

20'

EMBANKMENT

EASEMENT

LIMIT OF SR-80

CONSTRUCTION

NOT INCLUDED

(F.D.O.T. INDEX 280)

(F.D.O.T. INDEX 280)

8/1

2/1

5: R

EV

. P

ER

F

.D

.O

.T

.

1

1

1

1

REMOVE GRATE

CONSTRUCT MANHOLE TOP

ON EXISTING STRUCTURE

TOP EL. = 18.00

1

1

1

CAUTION - NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING

UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS FROM THE VARIOUS UTILITY COMPANIES AND,

WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS

BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST

48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE

PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.

NOTES:

ALL EXISTING INFORMATION ON STATE ROAD 80 EDGE OF PAVEMENT, R/W LINES, ETC., WERE OBTAINED FROM

FIELD INFORMATION PROVIDED BY LANDMARK SURVEYING AND MAPPING, INC.

ALL CONSTRUCTION WITHIN STATE, COUNTY OR CITY RIGHT-OF-WAY SHALL COMPLY WITH THE MANUAL OF

TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND

UTILITY OPERATIONS, FLORIDA DEPARTMENT OF TRANSPORTATION.

ALL PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES FOR STREETS AND HIGHWAYS, PLACEMENT AND MATERIALS REQUIREMENTS OF FLORIDA

DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, D.O.T. STANDARD INDEX 17346.

ALL REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED ACCORDING TO D.O.T. ROADWAY AND TRAFFIC 2015

DESIGN STANDARDS (INDEX NO. 17352)

ALL CONFLICTING MARKINGS SHALL BE REMOVED BY SCARIFYING WATER AND /OR SAND BLASTING AND

AND/OR OTHER METHOD APPROVED BY THE ENGINEER-OF-RECORD AND THE DEPT. OF TRANSPORTATION

TRAFFIC ENGINEER.

ALL WORK WITHIN STATE ROAD 80 RIGHT-OF-WAY MUST COMPLY WITH F.D.OT. PERMIT CONDITIONS,

STANDARD SPECIFICATIONS (LATEST EDITION), AND CURRENT POLICIES OF THE DEPARTMENT.

CONTRACTOR TO PREPARE MAINTENANCE OF TRAFFIC PLAN AND SUBMIT TO ENGINEER FOR APPROVAL. ALL

SIGNS, BARRICADES, ETC., MUST BE MAINTAINED UNTIL ALL WORK WITHIN THE RIGHT-OF-WAY IS

COMPLETED.

ALL ELEVATIONS ARE IN NAVD.

1.

2.

3.

4.

5.

6.

7.

232' ROADWAY

114' 89'

4' 6'

12'

LANE

12'

LANE2'

32'

1

4

B/L

12'

LANE

12'

LANE

28'

1

4

12'

TURN

LANE5'

7'

220' ROADWAY

114'

89'

4' 6'

12'

LANE

12'

LANE2'32'

1

4

B/L

4'

12'

LANE

12'

LANE 2' 28'

1

4

VARIES 4'

EXISTING

TURN LANE

(VARIES)

VARIES4'

EXISTING

TURN LANE

(VARIES)

4' 24' 28' 4'

3-1/2" TYPE SP STRUCTURAL COURSE

(TRAFFIC D)

1-1/2" TYPE SP STRUCTURAL COURSE

(TRAFFIC D)

3/4" FRICTION COURSE FC-5

BASE GROUP 912" THICK COMPACTED TO 98%

MAXIMUM DRY DENSITY

A.A.S.H.T.O. T-180 STABILIZED TO

L.B.R. 40

WEARING SURFACETYPE

PAVING SPECIFICATIONS

BASE SUB-GRADE

PAVEMENT

WITHIN

F.D.O.T. R.O.W

29'

17'

6'

10'

U.E.

5'±8'± 4' ± 10'±

1

4

10'

U.E.

5'±8'± 4' ± 10'±

12" THICK COMPACTED TO 98%

MAXIMUM DRY DENSITY

A.A.S.H.T.O. T-180 STABILIZED TO

L.B.R. 40

12" THICK COMPACTED TO 98%

MAXIMUM DRY DENSITY

A.A.S.H.T.O. T-180 STABILIZED TO

L.B.R. 40

STABILIZED

SHOULDER

WITHIN F.D.O.T.

R.OW.

SHOULDER

PAVEMENT

WITHIN

F.D.O.T. R.O.W.

1-1/2" TYPE SP STRUCTURAL COURSE

(TRAFFIC D)

3/4" FRICTION COURSE FC-5

NONE

BASE GROUP 4

NONE

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0

10

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15'

3%

EXISTING

12" GAS MAIN

T.O.P. EL. 15.0±

EXISTING

F.O.C.

EXISTING18" F.M.

T.O.P. EL. 15.3±

EXISTING 24" W.M.

T.O.P. EL. 13.3±

EXISTING

12" GAS MAIN

T.O.P. EL. 15.0±

EXISTING

F.O.C.

EXISTING18" F.M.

T.O.P. EL. 15.3±

EXISTING 24" W.M.

T.O.P. EL. 13.3±

0.00

+0.5(±)

0.00

0.00

-0.50

6%

0.00

+0.5(±)

0.00

+0.5(±)+0.5(±)

+0.5(±)+0.5(±)

0.00

VARIES

8' - 12'

VARIES

8' - 12'

PAVED SHOULDER

STABILIZED SHOULDER

PAVED SHOULDER

STABILIZED SHOULDER

PAVED SHOULDER

STABILIZED SHOULDER

PAVED SHOULDER

STABILIZED SHOULDER

SAWCUT AND REMOVE

EXCESS PAVEMENT

CONSTRUCT 4'

STABILIZED

SHOULDER

SAWCUT AND REMOVE

EXCESS PAVEMENT

CONSTRUCT 4'

STABILIZED

SHOULDER

ELEVATION

18.0 (TYP)

137 S.F. CUT

CANAL WATERLINE

CANAL WATERLINE

UL

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.

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.W

.

EX

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.O

.W

.

SECTION A-A

PROPOSED TYPICAL SECTION AT WESTBOUND TURN LANES

UL

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.W

.

EX

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.O

.W

.

R.O

.W

.

SECTION B-B

PROPOSED TYPICAL SECTION IN AREAS OF PAVEMENT REMOVAL

DESIGN SPEED 65 MPH

DESIGN SPEED 65 MPH

EXISTING LANDSCAPE

BUFFER BERM

1

4

-0.50

EXISTING LANDSCAPE

BUFFER BERM

7'

BIKE

LANE

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VARIES

-1.00 TO -2.00

MD

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DA

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24'

7R

14'

5'

5'14'

12'

SHLDR.

5'5'

1

:6

8.

1

:

3

12'

TURN

LANE

1

:6

10' 5' 11'

12'

SHLDR.

2' PAVED SHLDR.

12" SUBGRADE

12" SUBGRADE

-1.29

-2.12-2.12

-0.45-0.17

EARTHWORK NOTES:

CONTRACTOR TO CLEAN AND GRUB SR-80 R/W (EXISTING AND PROPOSED) ADJACENT TO SUBJECT PROPERTY

FOR THE ENTIRE LENGTH OF THE SUBJECT PARCEL.

CONTRACTOR TO FILL AND GRADE SR-80 R/W (EXISTING AND PROPOSED) ADJACENT TO SUBJECT PROPERTY

FOR THE ENTIRE LENGTH OF THE SUBJECT PARCEL. FILL MATERIAL TO BE OBTAINED FROM ON-SITE SOURCE

ADJACENT TO R/W. LOCATION OF ON-SITE MATERIAL TO BE IDENTIFIED BY OWNER PRIOR TO FILL OPERATION.

(WITHIN 1000 FT OF R/W). SEE SECTION B-B FOR DETAIL.

CONTRACTOR TO FULLY SOD ALL NON-PAVED AREAS OF R/W ADJACENT TO ENTIRE LENGTH OF PROPERTY.

1.

2.

3.

TYPICAL EARTHWORK SECTION

2%

-0.57

2%

5

%

89'

12'

LANE 2'

28'

1

4

B/L

12'

LANE

12'

LANE

32'

1

4

+0.5(±)+0.5(±)

12'

SHLDR.

12'

TURN

LANE

1

:6

10'5'11'

12'

SHLDR.

2' PAVED SHLDR.

12" SUBGRADE

2%

5

%

4' 6'

0.00

PAVED SHOULDER

STABILIZED SHOULDER

R.O

.W

.

SECTION E-E

PROPOSED TYPICAL SECTION AT EASTBOUND TURN LANE

DESIGN SPEED 65 MPHCANAL WATERLINE

8/1

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1

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88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103

PC

: 101+

69.59

Mid: 101+

69.73

PT

: 101+

69.87

73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88

18.00

20.00

103 104 105106

107108 109

110 111112 113

114 115 116117 118

118119 120

121 122 123124 125

126127 128 129 130

131132

133

MA

TC

H L

IN

E A

MA

TC

H L

IN

E B

MA

TC

H L

IN

E C

MA

TC

H L

IN

E A

MA

TC

H L

IN

E B

MA

TC

H L

IN

E C

50'

78'

89

'1

14

'

89

'1

14

'

17

'

22

0'

22

0'

A

A

B

B

N88° 24' 56" W

N88° 24' 56" W

N88° 29' 50" W

22

0'

13

1'

89

'

22

0'

13

1'

89

'

22

0'

13

1'

89

'

N 88° 29' 50" WN 88° 24' 56" W

PI 101+69.73

N 01° 30' 10" E

162'-18" RCP @ 0.00%

D

D

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95

+8

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5

L

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12

'

21

'

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

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43

8

REMOVE EXISTING HEADWALL AND

CONSTRUCT AN 9' DIAMETER

TYPE P MANHOLE ON THE EXISTING

72" RCP PER F.D.O.T.

INDEXES 200 AND 201

INV. EL. 6.00 N & S

EXISTING GUARDRAIL TO BE REMOVED

SAWCUT AND REMOVE

EXISTING PAVEMENT

46'- 72" RCP @ 0.1%

SEE SHEET 2 FOR

CONTINUATION

EXIST. 72" RCP

REMOVE EXISTING DIRT

ROAD, 24" PIPE AND M.E.S.'S

SAWCUT AND MATCH EXISTING PAVEMENT

(SEE ASPHALT JOINT DETAIL)

CONSTRUCT TURN LANE W/7' BIKE PATH

AND 4' PAVED SHOULDER (SEE SHEET 3)

SECTION LINE

EXIST. 24" W.M.

EXIST. 16" F.M.

S.R.80 PROPOSED RIGHT-OF-WAY LINE

S.R.80 EXISTING RIGHT-OF-WAY LINE

SFWMD C-51 CANAL NORTH RIGHT-OF-WAY

SOUTHERN BOULEVARD (SR 80)

S.R.80 PROPOSED RIGHT-OF-WAY LINE

S.R.80 EXISTING RIGHT-OF-WAY LINE

S.R.80 PROPOSED RIGHT-OF-WAY LINE

S.R.80 EXISTING RIGHT-OF-WAY LINE

SFWMD C-51 CANAL NORTH RIGHT-OF-WAY

S.R.80 PROPOSED RIGHT-OF-WAY LINE

S.R.80 EXISTING RIGHT-OF-WAY LINE

SFWMD C-51 CANAL NORTH RIGHT-OF-WAY

SOUTHERN BOULEVARD (SR 80)

SOUTHERN BOULEVARD (SR 80)

SOUTHERN BOULEVARD (SR 80)

EXIST. 24" W.M.

EXIST. 16" F.M.

EXIST. 24" W.M.

EXIST. 18" F.M.

EXIST. 24" W.M.

EXIST. 18" F.M.

NEW PAVEMENT EXISTING PAVEMENT NEW MEDIAN SWALE

EXISTING 24" PIPE

SECTION LINE

SAWCUT AND REMOVE

EXISTING PAVEMENT

REMOVE EXISTING 15"

PIPE AND M.E.S.'S

REMOVE EXISTING DIRT

ROAD, PIPE AND M.E.S.'S

SAWCUT AND REMOVE

EXISTING PAVEMENT

REMOVE EXIST.

PIPE AND M.E.S.'S

PROPOSED RIGHT TURN LANE (1350')

EXIST. 36" PIPE

EXIST. 24" PIPE

SAWCUT AND MATCH EXISTING PAVEMENT

(SEE ASPHALT JOINT DETAIL)

SAWCUT AND MATCH EXISTING PAVEMENT

(SEE ASPHALT JOINT DETAIL)

M.E.S. PER F.D.O.T. INDEX 273

INV. EL. 17.00

M.E.S. PER F.D.O.T. INDEX 273

INV. EL. 17.00

EXIST 72" PIPES

ARDEN LAKE WAY

PROJECT ENTRANCE

CANE FIELD TRACE

PROJECT ENTRANCE

10

' U

.E

.

REMOVE EXIST.

PIPE AND M.E.S.'S

23

2'

14

3'

89

'

49

'

49

'

36

.0

2'

49

'

45

.2

7'

R

2

3

.

5

'

R

5

0

'

30

.3

7'

61

'

61

'

49

'

49

'

R

5

0

'

EXISTING DITCH WITHIN SR80 RIGHT-OF-WAY

TO BE FILLED TO EDGE OF PAVEMENT GRADE

AT PROPOSED RIGHT-OF-WAY LINE

EXIST. CATCH BASIN

RIM ELEV. 16.23

0.50% SWALE

0.40% SW

ALE

0.40% SW

ALE

0.40% SWALE

0.40% SWALE0.80% SWALE0.80% SWALE

NOTE: ALL ELEVATIONS ARE IN NAVD.

R

2

4

.

1

1

'

INSTALL 3-6" PVC (SCH 40)

CONDUIT SLEEVES

INSTALL 2-6" PVC (SCH 40)

CONDUIT SLEEVES

R

5

0

'

R

5

0

'

E

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510'

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REMOVE GRATE

CONSTRUCT MANHOLE TOP

ON EXISTING STRUCTURE

TOP EL. = 18.00

1

1

1

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

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F.D.O.T. GENERAL NOTES:

1. ALL MATERIALS AND CONSTRUCTION WITHIN THE FLORIDA DEPARTMENT OF

TRANSPORTATION DESIGN (F.D.O.T.) RIGHT-OF-WAY SHALL CONFORM TO THE

(LATEST EDITION) F.D.O.T. DESIGN STANDARDS AND (LATEST EDITION) STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

2. MAINTENANCE OF TRAFFIC M.O.T. FOR THIS PROJECT WILL COMPLY WITH THE

F.D.O.T. STANDARD INDEX (600 SERIES) AND THE LATEST EDITION OF THE MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).” SPECIAL ATTENTION WILL BE

GIVEN TO FDOT DESIGN STANDARD INDEX 611, 612, 613, AND 660.

3. ALL THERMOPLASTIC TRAFFIC STRIPES, MARKINGS AND SIGNAGE WILL BE

INSTALLED PER THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS.

4. PERMITTEE WILL MATCH ABUTTING PAVEMENT SECTION ADJACENT TO PERMITTED

WORK WHICH INCLUDES THICKNESS AND TYPE OF ASPHALT & BASE & SUBGRADE

MATERIAL OR AS DIRECTED BY THE LOCAL RESIDENT OPERATIONS ENGINEER OR

DESIGNEE.

5. IT IS THE PERMITTEE'S RESPONSIBILITY TO OBTAIN FINAL ACCEPTANCE OF

PERMITTED WORK (COMPLETED) AND THE RESTORATION OF THE RIGHT-OF-WAY

FROM THE F.D.O.T. PRIOR TO USAGE.

6. PERMITTEE WILL PROVIDE THE NECESSARY DENSITIES IN ACCORDANCE WITH

SECTION 125-8 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE

CONSTRUCTION (LATEST EDITION) PRIOR TO FINAL ACCEPTANCE BY THE F.D.O.T.

7. PERMITTEE WILL RESTORE THE RIGHT OF WAY AS A MINIMUM, TO ITS ORIGINAL

CONDITION OR BETTER IN ACCORDANCE W/F.D.O.T.'S LATEST STANDARD

SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION OR AS DIRECTED BY THE

RESIDENT OPERATIONS ENGINEER.

8. PERMITTEE SHALL PROVIDE THE PRODUCER'S CERTIFICATION (DELIVERY TICKET)

FOR THE NS CONCRETE-2500 PSI (USED FOR SIDEWALK, CURB & GUTTER, DITCH

PAVEMENT AND TRAFFIC SEPARATOR) PRIOR TO FINAL ACCEPTANCE BY THE

DEPARTMENT. THE DELIVERY TICKET SHALL CERTIFY THE CONCRETE WAS

BATCHED, DELIVERED AND PLACED IN ACCORDANCE WITH SECTION 347 OF THE

F.D.O.T.'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

(CURRENT EDITION).

9. SODDED AREAS WILL BE IN ACCORDANCE WITH STANDARD INDEX 105 AND

SECTIONS 162, 981, 982, 983, 987 OF THE F.D.O.T.'S STANDARD SPECIFICATIONS

FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. ALL DISTURBED AREAS

WILL BE SODDED WITHIN ONE (1) WEEK OF INSTALLATION OF SAID PERMITTED

WORK.

10. OWNERSHIP OF ALL SUITABLE EXCAVATED MATERIALS WITHIN THE FDOT R/W, AS

DETERMINED BY THE F.D.O.T., SHALL REMAIN IN THE DEPARTMENT UNTIL A FINAL

ACCEPTANCE OF THE PERMITTED PROJECT IS FULFILLED. EXCAVATED

MATERIALS SHALL BE HAULED BY THE CONTRACTOR, AT THEIR COST & EXPENSE

FROM THE SITE TO THE PALM BEACH OPERATIONS CENTER, 7900 W FOREST HILL

BLVD OR STOCKPILED IN THOSE AREAS AS DIRECTED BY THE DOT, INCLUDING

ASPHALT MILLINGS.

11. PERMITTEE SHALL RETURN ALL SALVAGEABLE SIGNS, INCLUDING

APPURTENANCES AND DRAINAGE PIPES TO THE PALM BEACH OPERATIONS

CENTER AT THE OWNERS EXPENSE.

12. RESTRICTED HOURS OF OPERATION WILL BE FROM 9:00AM TO 3:30 PM,

(MONDAY-FRIDAY), UNLESS OTHERWISE APPROVED BY THE OPERATIONS

ENGINEER, OR DESIGNEE.

13. PERMITTEE WILL COORDINATE (PRE-CONSTRUCTION MEETING, INSPECTIONS,

FINAL ACCEPTANCE OF WORK, ETC) ALL PERMITTED WORK WITH DBI, INC, ATTN:

ANTHONY GATTONE @ 561-992-1318, FAX 561-993-9000, CELL 561-662-2437

14. PERMITTEE: PLEASE NOTE: PERMITTEE'S CONTRACTORS THAT ARE PERFORMING

PERMITTED WORK ACTIVITIES SHALL PROVIDE THE F.D.O.T. (PERMIT OFFICE)

PROOF OF A PROPER STATE CONTRACTOR'S LICENSE AND CERTIFICATE OF

LIABILITY INSURANCE PRIOR TO ANY COMMENCEMENT OF PERMITTED WORK.

15. PERMIT IS VALID FOR ONE YEAR FROM DATE OF ISSUE.

16. PERMITTEE WILL PROVIDE THE F.D.O.T. WITH CERTIFIED “AS-BUILT” PLANS PRIOR

TO FINAL ACCEPTANCE OF THE PERMITTED WORK.

CROSS END MITERED END SECTION (PER FDOT INDEX 272)

NO SCALE

TYPE G INLET DETAIL (PER FDOT INDEX 233)

NO SCALE

TYPE E DITCH BOTTOM INLET (PER FDOT INDEX 232)

NO SCALE

BACKFILL NOTES

EXISTING GROUND

1. BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL

OR WASHED AND GRADED LIMEROCK (3/8"-7/8" SIZING).

UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS

2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE

LENGTH WITH APPROPRIATE COMPACTION UNDER THE

AND LARGER ROCK SHALL BE REMOVED.

5. EXCAVATION, SIDE SLOPES, SHORING, ETC., SHALL

4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL

3. THE PIPE SHALL BE PLACED IN A DRY TRENCH.

TRENCH DETAIL

LARGER ROCK, MUCK AND DEBRIS.

CONFORM TO O.S.H.A. STANDARDS.

PIPE HAUNCHES.

NO SCALE

12"

MAX.MAX.

NOTES:

4"

12"

MIN

.

12"

MIN

.

18"

BEDDING MATERIAL

REMAINING BACKFILL PLACED AND

COMPACTED PER APPROPRIATE

SPECIFICATIONS (6" MAX. SIZE)

GRANULAR BACKFILL PLACED AND

COMPACTED TO MINIMUM 98% OF

MAXIMUM DENSITY (2" MAX. SIZE)

BACKFILLING EXCAVATION

1. ALL STRUCTURES, PIPE LINES AND JOINTS AND OTHER CONSTRUCTION SHALL BE

SUBJECT TO FIELD OBSERVATION BY THE ENGINEER (OR HIS REPRESENTATIVE) PRIOR

TO BACKFILLING.

2. BACKFILLING SHALL BE DONE WITH APPROVED MATERIAL, FREE FROM LARGE CLODS,

ROCKS, ORGANIC MATERIALS OR OTHER EXTRANEOUS MATERIAL.

3. BACKFILLING OF STRUCTURE (MANHOLES, ETC) EXCAVATIONS AND REQUIRED FILL

UNDER STRUCTURE SLABS SHALL BE DONE IN HORIZONTAL LIFTS NOT EXCEEDING

TWELVE (12) INCHES IN DEPTH, AND SHALL BE COMPACTED TO A DENSITY OF NOT

LESS THAN 98% OF THE MAXIMUM DENSITY AS DETERMINED BY A.A.S.H.T.O. T-180.

4. BACKFILL MATERIAL FOR PIPE EXCAVATION SHALL BE SELECTED, DEPOSITED AND

COMPACTED SO AS TO ELIMINATE THE POSSIBILITY OF HORIZONTAL OR LATERAL

DISPLACEMENT OF THE PIPE. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED

AROUND THE PIPES IN SIX (6) INCH LIFTS UP TO A LEVEL AT LEAST SIX (6) INCHES

ABOVE THE TOP OF THE PIPE. BACKFILLING SHALL BE CARRIED OUT SIMULTANEOUSLY

ON BOTH SIDES OF THE PIPE. THE REMAINDER OF THE BACKFILL SHALL BE PLACED IN

SIX (6) INCH LIFTS (COMPACTED THICKNESS), MOISTENED AND MECHANICALLY

COMPACTED TO A DENSITY OF NOT LESS THAN 95% OF THE MAXIMUM DENSITY AS

DETERMINED BY A.A.S.H.T.O. T-180. WATER SETTLING MAY BE UTILIZED AT THE OPTION

OF THE CONTRACTOR, PROVIDED THE REQUIRED DENSITY IS ACHIEVED. IN AREAS

WHERE PAVING IS TO BE PLACED OVER THE BACKFILLED TRENCH, COMPACTION SHALL

BE CARRIED OUT TO ACHIEVE A DENSITY OF AT LEAST 98% OF THE MAXIMUM DENSITY

AS DETERMINED BY A.A.S.H.T.O. T-180 FOR A MINIMUM OF THE TOP THREE (3) FEET OF

THE BACKFILLED TRENCH (THE REMAINING DEPTH AS NOTED ABOVE) AND EXTENDING

TO THE TRENCH WIDTH + TWO (2) FEET - SEE DETAIL.

5. DENSITY TESTS FOR DETERMINATION OF THE SPECIFIED COMPACTION SHALL BE MADE

BY AN APPROVED ENGINEERING TESTING LABORATORY. TESTS SHALL BE TAKEN IN

ALL COMPACTED LIFTS (1 FOOT MINIMUM) AND SPACED ONE (1) FOR EVERY 150 FEET

OF TRENCH (MAXIMUM) WITH AT LEAST ONE (1) TEST IN EACH PIPE RUN (STRUCTURE

TO STRUCTURE). WHERE TRENCH CROSSES AREAS TO BE PAVED, A MINIMUM OF ONE

(1) OF THE REQUIRED DENSITY TESTS MUST BE TAKEN IN THAT AREA.

6. EXCAVATION, SIDE SLOPES, SHORING, ETC., SHALL CONFORM TO O.S.H.A. STANDARDS.

PRE-CAST CONCRETE

EACH WAY

NO.6 @ 6" O.C.

PRE-CAST CONCRETE

NO.4 HOOPS

@ 12" O.C.

NO.4 @ 12" O.C.

(U.S.FOUNDRY NO.170-F)

MANHOLE RING AND COVER

VA

RIE

S 2' M

IN

.

UNLESS OTHERWISE SHOWN

TYPE 'P'

MANHOLE DETAIL

8"

8"

4"

NO SCALE

NO.5 @ 12" O.C.

EACH WAY

4'-0" DIA.

ON PLAN

4"

8"

INSIDE INLET

GROUT BRICK

GROUT JOINTS

ALL AROUND

INSIDE AND OUTSIDE

ALL AROUND

SO

LID

B

RIC

K

2 C

OU

RS

ES

M

AX

.

VA

RIE

S

3" CL.

TYP.

8"

6"

8"

2'-0"

OPENING

GROUT FRAME

TO BRICK

ALL AROUND

8"

BASE

TOP SLAB

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