Attch_2_TunnelStreamTS_DesignPlans.pdf
PDF 9 MB Posted
- Attached to
- Tunnel Stream Specified Road Construction Federal contract opportunity
- Solicitation number
- AG-1484-S-16-0014
About this file
Attch 2 TunnelStreamTS_DesignPlans
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 80_FT_ADM_Bridge_Assembly_Directions.pdf | ||
| 40FTBridgePlans.pdf | ||
| 80FT_ADM_B_323_ShopDrawings.pdf | ||
| Forest_Service_note_082316.docx | DOCX document | |
| AG-1484-S-16-0014-000001.pdf | ||
| Public_Works_Site_Showing_QandA.docx | DOCX document | |
| Attch_1_TunnelStreamTS_SuplementalSpecs.docx | DOCX document | |
| Attch_3_DBWD_NH160029_010816_NH29_Highway_Grafton_Co.docx | DOCX document | |
| Attch_4_GovtProvidedTechnicalProposalForms.docx | DOCX document | |
| AG-1484-S-16-0014.pdf | ||
| Attch_2_TunnelStreamTS_DesignPlans.pdf | ||
| Attch_1_TunnelStreamTS_SuplementalSpecs.docx | DOCX document |
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ROAD DESIGN CRITERIA
DESIGN ELEMENT ROAD NO.
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CONST.
ROAD NO.
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ROAD NO.
jrnugent Cross-Out jrnugent Line jrnugent Line
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DRAFT DATE 2016-3-18
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EXISTING DRAINAGE LISTING - ROAD NO. 170 STA: 52+00A - BEGINNING OF NEW ROAD CONSTRUCTION (STA 58+00)
INLET STA SIZE LENGTH (FT)
SKEW (DEG. -
FROM CENTER
LINE)
INVERT IN INVERT OUT TYPE
INVERT
COUNTERSINK
DEPTH (IN)
STREAM
SIMULATION
(CY)
SELECT
BACKFILL
(CY)
GEOTEXTILE
FABRIC (SY)
RIPRAP
INLET (CY)
RIPRAP
OUTLET
(CY)
LEADOFF
DITCH
(FT)
COMMENT
51+63 18 21.5 94 1626.77' 1626.03' 0 0 OPERATIONAL - LEAVE IN PLACE
QUANTITES ARE ESTIMATED; VERIFY LOCATION, POSITION, AND QUANTITIES PRIOR TO INSTALLATION. UNLESS INCLUDED IN THE SCHEDULE OF ITEMS; MATERIAL QUANTITIES SHOWN ARE FOR ESTIMATING PURPOSES ONLY AND ARE NOT MEASURED DIRECTLY. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS FOR THE COMPLETE INSTALLATION(S) REQUIRED.
SKEW: SEE SKEW ANGLE DETAIL ON THE DETAIL SHEET C5
TYPE: L = LIVE STREAM, P = PERMANENT, T= TEMPORARY
PROPOSED DRAINAGE LISTING - ROAD NO. 170 STA: 52+00E - BEGINNING OF NEW ROAD CONSTRUCTION (STA 58+00)
INLET STA SIZE LENGTH (FT)
SKEW (DEG. -
FROM CENTER
LINE)
INVERT IN INVERT OUT TYPE
INVERT
COUNTERSINK
DEPTH (IN)
STREAM
SIMULATION
(CY)
SELECT
BACKFILL
(CY)
GEOTEXTILE
FABRIC (SY)
RIPRAP
INLET (CY)
RIPRAP
OUTLET
(CY)
HEADWALL
INLET = I
OUTLET = O
LEADOFF
DITCH (FT)
COMMENT
53+17' 18 30 120 1628.00' 1627.50' T 0 0 12
HDPE
56+33' 18 30 125 1658.50' 1654.00' T 0 0 12
HDPE
QUANTITES ARE ESTIMATED; VERIFY LOCATION, POSITION, AND QUANTITIES PRIOR TO INSTALLATION. UNLESS INCLUDED IN THE SCHEDULE OF ITEMS; MATERIAL QUANTITIES SHOWN ARE FOR ESTIMATING PURPOSES ONLY AND ARE NOT MEASURED DIRECTLY. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS FOR THE COMPLETE INSTALLATION(S) REQUIRED.
SKEW: SEE SKEW ANGLE DETAIL ON THE DETAIL SHEET C5
TYPE: L = LIVE STREAM, P = PERMANENT, T= TEMPORARY
A. ROAD NO. 170 ESTIMATED QUANTITIES
FS ITEM # ITEM MM UNIT QUANTITY
A15101 MOBILIZATION LSQ LS 1
A15211 CONSTRUCTION SURVEY AND STAKING, METHOD II, TOLERANCE B CQ MILE 0.11
A15216 ESTABLISH CLEARING LIMITS CQ MILE 0.11
A15702 SILT FENCE/STRAW WATTLES AQ LF 75
A15707 BALES, STRAW EQ EA 10
A15708 RIPRAP CHECK DAMS EQ EA 5
A15713 SOIL EROSION & POLLUTION CONTROL LSQ LS 1
A20407 SELECT BORROW FOR SUBGRADE & UNSUITABLE REPLACEMENT EQ CY 15
A20101 CLEARING AND GRUBBING AQ ACRE 0.14
A20415 UNSUITABLE EXCAVATION AQ CY 10
A20419 DRAINAGE EXCAVATION LEADOFF DITCH AQ LF 24
A25116 GEOTEXTILE, WOVEN, CLASS 2, TYPE-B CQ SY 800
A30111 AGGREGATE SURFACE: 1 1/2" MINUS COMPACTION B CQ CY 190
A30326 ROAD RECONDITIONING CQ MILE 0.11
A60201T18 18 INCH TEMPORARY HDPE CULVERT CQ LF 60
A60708 CLEANING CULVERTS IN PLACE AQ EA 1
A62501 SEEDING, DRY METHOD EQ ACRE 0.14
FIRST THREE NUMBERS REFER TO SPECIFICATIONS (FHA, USDA FOREST SERVICE, & SUPPLEMENTAL), LAST TWO NUMBERS REFER TO
USFS PAY ITEMS LIST MEASUREMENT TYPE
MM= MEATHOD OF MEASURE, EQ=ESTIMATED QUANTITY, AQ=ACTUAL QUANTITY, CQ=CONTRACT QUANTITY, LSQ=LUMP SUM
QUANTITY
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PROPOSED DRAINAGE LISTING - NEW ROAD CONSTRUCTION
INLET STA SIZE LENGTH (FT)
SKEW (DEG. -
FROM CENTER
LINE)
INVERT IN INVERT OUT TYPE
INVERT
COUNTERSINK
DEPTH (IN)
STREAM
SIMULATION (CY)
SELECT
BACKFILL
(CY)
GEOTEXTILE
FABRIC (SY)
RIPRAP
INLET (CY)
RIPRAP
OUTLET
(CY)
LEADOFF
DITCH
(FT)
COMMENT
59+89 18 36 70 1666.50' 1664.10' T 0 0 HDPE
63+53 36 30 90 1648.00' 1646.00' T 0 0 10 5 HDPE
65+07 48 60 90 1646.00' 1640.00' T 0 0 10 5 HDPE
67+29 18 36 140 1664.30' 1664.00' T 0 0 HDPE
69+27 18 30 124 1676.00' 1677.00' T 0 0 HDPE
70+64 18 40 130 1687.30' 1687.00' T 0 0 HDPE
72+44 24 40 90 1700.00' 1697.00' T 0 0 HDPE
73+54 18 28 120 1708.00' 1706.50' T 0 0 20 HDPE
74+96 24 45 140 1717.00' 1712.50' T 0 0 HDPE
76+92 18 24 100 1745.00' 1741.50' T 0 0 HDPE
78+43 18 36 110 1756.00' 1755.00' T 0 0 HDPE
80+30 18 30 110 1772.00' 1769.00' T 0 0 HDPE
81+97 18 28 130 1788.00' 1787.00' T 0 0 5 HDPE
83+16 18 30 60 1787.00' 1784.50' T 0 0 HDPE
84+00 24 30 80 1777.50' 1775.50' T 0 0 HDPE
85+26 18 26 80 1774.00' 1772.50' T 0 0 HDPE
86+50 18 26 80 1771.00' 1769.00' T 0 0 HDPE
87+32 18 30 80 1773.00' 1770.00' T 0 0 14 HDPE
88+78 18 30 100 1777.00' 1775.50' T 0 0 HDPE
90+66 18 24 100 1778.00' 1777.00' T 0 0 HDPE
92+06 18 30 90 1783.00' 1782.50' T 0 0 HDPE
93+43 18 32 70 1779.00' 1777.00' T 0 0 HDPE
94+55 18 30 50 1772.00' 1770.50' T 0 0 HDPE
95+52 18 34 70 1766.00' 1765.00' T 0 0 HDPE
96+47 18 30 100 1760.00' 1759.00' T 0 0 HDPE
98+42 18 24 90 1755.00' 1754.00' T 0 0 5 HDPE
99+11 18 28 90 1754.00' 1753.00' T 0 0 HDPE
99+88 18 28 100 1754.00' 1753.50' T 0 0 HDPE
QUANTITES ARE ESTIMATED; VERIFY LOCATION, POSITION, AND QUANTITIES PRIOR TO INSTALLATION. UNLESS INCLUDED IN THE SCHEDULE OF ITEMS; MATERIAL QUANTITIES SHOWN ARE FOR ESTIMATING PURPOSES ONLY AND ARE NOT MEASURED DIRECTLY. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS FOR THE COMPLETE INSTALLATION(S) REQUIRED.
SKEW: SEE SKEW ANGLE DETAIL ON THE DETAIL SHEET C3
TYPE: L = LIVE STREAM, P = PERMANENT, T= TEMPORARY
E. NEW CONSTRUCTION ESTIMATED QUANTITIES
FS ITEM # ITEM MM UNIT QUANTITY
E15101 MOBILIZATION LSQ LS 1
E15211 CONSTRUCTION SURVEY AND STAKING, METHOD II, TOLERANCE B CQ MILE 0.9
E15213 BRIDGE SURVEY AND STAKING CQ EA 1
E15702 SILT FENCE/ STRAW WATTLES AQ LF 400
E15707 BALES, STRAW EQ EA 50
E15708 RIPRAP CHECK DAMS EQ EA 175
E15713 SOIL EROSION & POLLUTION CONTROL LSQ LS 1
E20101 CLEARING AND GRUBBING AQ ACRE 3.2
E20401 ROADWAY EXCAVATION AND EMBANKMENT CQ CY 3300
E20407 SELECT BORROW FOR SUBGRADE & UNSUITABLE REPLACEMENT EQ CY 298
E20415 UNSUITABLE EXCAVATION AQ CY 100
E20419 DRAINAGE EXCAVATION LEADOFF DITCH AQ LF 60
E25101 PLACED RIPRAP, CLASS 5 AQ CY 300
E25116 GEOTEXTILE, WOVEN, CLASS 2, TYPE-B CQ SY 3050
E30111 AGGREGATE SURFACE: 1 1/2" MINUS COMPACTION B CQ CY 525
E57103B
PREFABRICATED BRIDGE SUPERSTRUCTURE - 80 FT SPAN (GOV'T
FURNISHED) CQ EA 1
E57105C
BRIDGE SUBSTRUCTURE TYPE 3 (INCLUDES 4" COLLECTOR PIPE &
GEOGRID) CQ EA 2
E60201T18 18 INCH HDPE CULVERT, TEMP CQ LF 690
E60201T24 24 INCH HDPE CULVERT, TEMP CQ LF 115
E60201T36 36 INCH HDPE CULVERT, TEMP CQ LF 30
E60201T48 48 INCH HDPE CULVERT, TEMP CQ LF 60
E62501 SEEDING, DRY METHOD AQ ACRE 1.5
E63306 OBJECT MARKERS - BRIDGE CORNERS CQ EA 4
FIRST THREE NUMBERS REFER TO SPECIFICATIONS (FHA, USDA FOREST SERVICE, & SUPPLEMENTAL), LAST TWO NUMBERS REFER TO USFS PAY
ITEMS LIST MEASUREMENT TYPE
MM= MEATHOD OF MEASURE, EQ=ESTIMATED QUANTITY, AQ=ACTUAL QUANTITY, CQ=CONTRACT QUANTITY, LSQ=LUMP SUM QUANTITY
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C14
PROPOSED DRAINAGE LISTING - ROAD NO. 700A
INLET STA SIZE LENGTH (FT)
SKEW (DEG. -
FROM CENTER
LINE)
INVERT IN INVERT OUT TYPE
INVERT
COUNTERSIN
K DEPTH (IN)
STREAM
SIMULATION
(CY)
SELECT
BACKFILL
(CY)
GEOTEXTILE
FABRIC (SY)
RIPRAP
INLET (CY)
RIPRAP OUTLET
(CY)
HEADWALL
INLET = I
OUTLET = O
LEADOFF
DITCH (FT) COMMENT
1+24' 24" 36' 90 1756.30' 1753.20' T 0 0 HDPE
2+41' 24" 36' 110 1760.20' 1758.00' T 0 0 HDPE
3+58' 18" 30' 125 1770.00' 1769.60' T 0 0 HDPE
6+13' 18" 30' 90 1773.50' 1770.50' T 0 0 HDPE
7+36' 18" 30' 110 1783.00' 1782.00' T 0 0 HDPE
11+55' 18" 30' 120 1792.00' 1791.50' T 0 0 HDPE
12+76' 18" 26' 120 1802.50' 1799.50' T 0 0 HDPE
15+70' 24" 26' 90 1798.00' 1797.50' T 0 0 HDPE
18+68' 18" 26' 90 1806.00' 1805.50' T 0 0 HDPE
21+75' 24" 30' 100 1823.50' 1819.00' T 0 0 HDPE
24+09' 18" 30' 110 1841.20' 1840.00' T 0 0 HDPE
26+50' 18" 30' 90 1859.20' 1858.00' T 0 0 5 HDPE
28+48' 24" 30' 90 1864.50' 1863.30' T 0 0 HDPE
29+71' 36" 30' 90 1867.00' 1865.50' T 0 0 HDPE
33+65' 57"x38" 30' 90 1873.00' 1872.00' T 0 0 5 CMP ARCH
35+25' 24" 24' 90 1875.50' 1875.30' T 0 0 HDPE
37+28' 36" 24' 100 1878.00' 1876.00' T 0 0 TWIN HDPE
PIPES37+31' 36" 26' 100 1878.00' 1876.00' T 0 0
41+33' 18" 28' 70 1884.80' 1884.40' T 0 0 HDPE
42+49' 18" 25' 90 1887.80' 1884.75' T 0 0 HDPE
43+46' 24" 30' 90 1890.50' 1888.80' T 0 0 HDPE
45+88' 24" 28' 90 1901.60' 1901.30' T 0 0 30 HDPE
46+83' 18" 30' 90 1903.00' 1902.40' T 0 0 HDPE
50+00' 18" 35' 95 1900.50' 1899.30' T 0 0 10 HDPE
51+97' 18" 30' 70 1881.00' 1880.00' T 0 0 HDPE
QUANTITES ARE ESTIMATED; VERIFY LOCATION, POSITION, AND QUANTITIES PRIOR TO INSTALLATION. UNLESS INCLUDED IN THE SCHEDULE OF ITEMS; MATERIAL QUANTITIES SHOWN ARE FOR ESTIMATING PURPOSES ONLY AND ARE NOT MEASURED DIRECTLY. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS FOR THE COMPLETE INSTALLATION(S) REQUIRED.
SKEW: SEE SKEW ANGLE DETAIL ON THE DETAIL SHEET C5
TYPE: L = LIVE STREAM, P = PERMANENT, T= TEMPORARY
B. ROAD NO. 700A ESTIMATED QUANTITIES
FS ITEM # ITEM MM UNIT QUANTITY
B15101 MOBILIZATION LSQ LS 1
B15211 CONSTRUCTION SURVEY AND STAKING, METHOD II, TOLERANCE B CQ MILE 1
B15213 BRIDGE SURVEY AND STAKING CQ EA 1
B15216 ESTABLISH CLEARING LIMITS CQ MILE 1
B15702 SILT FENCE/STRAW WATTLES AQ LF 400
B15707 BALES, STRAW EQ EA 25
B15708 RIPRAP CHECK DAMS EQ EA 30
B15713 SOIL EROSION & POLLUTION CONTROL LSQ LS 1
B20101 CLEARING AND GRUBBING AQ ACRE 2.4
B20401 ROADWAY EXCAVATION AND EMBANKMENT CQ CY 900
B20407 SELECT BORROW FOR SUBGRADE & UNSUITABLE REPLACEMENT EQ CY 25
B20415 UNSUITABLE EXCAVATION AQ CY 60
B20419 DRAINAGE EXCAVATION LEADOFF DITCH AQ LF 50
B25101 PLACED RIPRAP, CLASS 5 AQ CY 50
B25116 GEOTEXTILE, WOVEN, CLASS 2, TYPE-B CQ SY 1025
B30111 AGGREGATE SURFACE: 1 1/2" MINUS COMPACTION B CQ CY 200
B30326 ROAD RECONDITIONING CQ MILE 1
B57103A
PREFABRICATED BRIDGE SUPERSTRUCTURE - 40 FT SPAN (GOV.
FURNISHED) CQ EA 1
B57105B BRIDGE SUBSTRUCTURE TYPE 2 (GOV. FURNISHED) CQ EA 2
B60201T18 18 INCH HDPE CULVERT, TEMP CQ LF 380
B60201T24 24 INCH HDPE CULVERT, TEMP CQ LF 240
B60201T36 36 INCH HDPE CULVERT, TEMP CQ LF 80
B60203 38X57 ARCH CMP CULVERT, TEMP CQ LF 30
B62501 SEEDING, DRY METHOD AQ ACRE 2.4
B63306 OBJECT MARKERS - BRIDGE CORNERS CQ EA 4
FIRST THREE NUMBERS REFER TO SPECIFICATIONS (FHA, USDA FOREST SERVICE, & SUPPLEMENTAL), LAST TWO NUMBERS REFER TO
USFS PAY ITEMS LIST MEASUREMENT TYPE
MM= MEATHOD OF MEASURE, EQ=ESTIMATED QUANTITY, AQ=ACTUAL QUANTITY, CQ=CONTRACT QUANTITY, LSQ=LUMP SUM
QUANTITY
BRIDGE LISTING - ROAD NO. 700A
STA WIDTH (FT) LENGTH (FT) SKEW (DEG) INSTALL TYPE ABUTMENT TYPE
ABUT. FACE
AREA (SF) (EACH
ABUT. AND
WINGWALLS)
APPROX.
BACKFILL (CY)
(EACH SIDE)
9+42 14 40 0 L-T 2 0 10
QUANTITIES ARE ESTIMATED; VERIFY LOCATION, POSITION, AND QUANTITIES, PRIOR TO INSTALLATION. UNLESS INCLUDED IN THE SCHEDULE OF ITEMS;
MATERIAL QUANTITIES ARE SHOWN FOR ESTIMATING PURPOSES ONLY AND ARE NOT MEASURED DIRECTLY. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS FOR THE COMPLETE INSTALLATION(S) REQUIRED.
TYPE: L-LIVE STREAM, P-PERMANENT, T-TEMPORARY
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C15
PROPOSED DRAINAGE LISTING - ROAD NO. 183
INLET STA SIZE LENGTH (FT)
SKEW (DEG. -
FROM CENTER
LINE)
INVERT IN INVERT OUT TYPE
INVERT
COUNTERSIN
K DEPTH (IN)
STREAM
SIMULATION
(CY)
SELECT
BACKFILL
(CY)
GEOTEXTILE
FABRIC (SY)
RIPRAP
INLET (CY)
RIPRAP OUTLET
(CY)
HEADWALL
INLET = I
OUTLET = O
LEADOFF
DITCH (FT) COMMENT
1+05' 18" 30' 125 1222.50' 1221.80' T HDPE
2+72' 24" 24' 90 1225.50' 1223.00' T HDPE
24+35' 18" 24' 90 1245.00' 1244.50' T HDPE
24+63' 18" 24' 90 1245.40' 1242.80' T HDPE
25+06' 48" 24' 90 1241.70' 1241.10' T 6 HDPE
QUANTITES ARE ESTIMATED; VERIFY LOCATION, POSITION, AND QUANTITIES PRIOR TO INSTALLATION. UNLESS INCLUDED IN THE SCHEDULE OF ITEMS; MATERIAL QUANTITIES SHOWN ARE FOR ESTIMATING PURPOSES ONLY AND ARE NOT MEASURED DIRECTLY. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS FOR THE COMPLETE INSTALLATION(S) REQUIRED.
SKEW: SEE SKEW ANGLE DETAIL ON THE DETAIL SHEET C5
TYPE: L = LIVE STREAM, P = PERMANENT, T= TEMPORARY
BRIDGE LISTING -- ROAD NO. 183
STA WIDTH (FT) LENGTH (FT) SKEW (DEG) INSTALL TYPE ABUTMENT TYPE
ABUT. FACE
AREA (SF) (EACH
ABUT. AND
WINGWALLS)
APPROX.
BACKFILL (CY)
(EACH SIDE)
30+11 14 40 0 L-T 1 0 10
QUANTITIES ARE ESTIMATED; VERIFY LOCATION, POSITION, AND QUANTITIES, PRIOR TO INSTALLATION. UNLESS INCLUDED IN THE SCHEDULE OF ITEMS;
MATERIAL QUANTITIES ARE SHOWN FOR ESTIMATING PURPOSES ONLY AND ARE NOT MEASURED DIRECTLY. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS FOR THE COMPLETE INSTALLATION(S) REQUIRED.
TYPE: L-LIVE STREAM, P-PERMANENT, T-TEMPORARY
F. ROAD NO. 183 ESTIMATED QUANTITIES
FS ITEM # ITEM MM UNIT QUANTITY
F15101 MOBILIZATION LSQ LS 1
F15211 CONSTRUCTION SURVEY AND STAKING, METHOD II, TOLERANCE B CQ MILE 0.1
F15213 BRIDGE SURVEY AND STAKING CQ EA 1
F15216 ESTABLISH CLEARING LIMITS CQ MILE 0.1
F15702 SILT FENCE/STRAW WATTLES AQ LF 180
F15707 BALES, STRAW EQ EA 10
F15708 RIPRAP CHECK DAMS EQ EA 15
F15713 SOIL EROSION & POLLUTION CONTROL LSQ LS 1
F20101 CLEARING AND GRUBBING AQ ACRE 0.1
F20401 ROADWAY EXCAVATION AND EMBANKMENT CQ CY 25
F20407 SELECT BORROW FOR SUBGRADE & UNSUITABLE REPLACEMENT EQ CY 25
F20415 UNSUITABLE EXCAVATION AQ CY 200
F25101 PLACED RIPRAP, CLASS 5 AQ CY 15
F25116 GEOTEXTILE, WOVEN, CLASS 2, TYPE-B CQ SY 266
F30111 AGGREGATE SURFACE: 1 1/2" MINUS COMPACTION B CQ CY 75
F30326 ROAD RECONDITIONING CQ MILE 0.1
F57103A PREFABRICATED BRIDGE SUPERSTRUCTURE - 40 FT SPAN CQ EA 1
F57105A BRIDGE SUBSTRUCTURE TYPE 1 CQ EA 2
F60201T18 18 INCH HDPE CULVERT, TEMP CQ LF 80
F60201T24 24 INCH HDPE CULVERT, TEMP CQ LF 24
F60201T48 48 INCH HDPE CULVERT, TEMP CQ LF 25
A61902 TEMPORARY GATE, FS ROAD GATE - NEW CQ EA 1
F62501 SEEDING, DRY METHOD AQ ACRE 0.1
F63306 OBJECT MARKERS - BRIDGE CORNERS CQ EA 4
F63501 TEMPORARY TRAFFIC CONTROL LSQ LS 1
FIRST THREE NUMBERS REFER TO SPECIFICATIONS (FHA, USDA FOREST SERVICE, & SUPPLEMENTAL), LAST TWO NUMBERS REFER TO USFS PAY
ITEMS LIST MEASUREMENT TYPE
MM= MEATHOD OF MEASURE, EQ=ESTIMATED QUANTITY, AQ=ACTUAL QUANTITY, CQ=CONTRACT QUANTITY, LSQ=LUMP SUM QUANTITY jrnugent Line
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C16
ROAD NO. 170 STAKING TABLE
STK STA: OFFSET CL CG1 (left) CG2 (right) CUT L CUT R CL Elev:
51+59.8 7.3R 11.0 14.0 1629.44 52+58.6 8.9L 20.5 14.1 15.5 1630.77 53+57.5 12.5L 13.2 17.5 1635.94 54+54.2 11L 11.5 15.2 1644.36 55+49.4 13R 11.6 14.4 1652.64 56+43.8 12.9L 32.1 15.5 27.1 10.5 1660.89 57+47.2 4L 32.9 18.9 27.9 13.9 1667.06
MEASUREMENTS ARE APPROXIMATE AND ARE MEASURED FROM THE PROPOSED
CENTERLINE OF ROAD. THE 'R' AND 'L' INDICATE RIGHT AND LEFT OFFSETS FROM THE
APPROXIMATE CENTERLINE LOCATION AS MEASURED FACING IN THE DIRECTION OF
INCREASING STATIONING. SURVEY FLATS OR STAKES ARE PLACED AS A REFERENCE TO
LOCATE THE L-LINE (CENTER LINE) AND ARE SPACED APPROXIMATELY 100 FEET APART.
INFORMATION WITHIN THIS TABLE IS MEANT AS A REFERENCE ONLY AND THE
CONTRACTOR SHOULD VERIFY ALL INFORMATION BEFORE CONSTRUCTION.
NEW ROAD CONSTRUCTION STAKING TABLE
STK STA: BEARING OFFSET CL CG1 (left) CG2 (right) CUT L CUT R CL Elev:
58+43.9 S75E 5.7R 23.5 14.0 18.5 1667.44 59+37 S69E 8.1R 24.0 14.8 19.0 1667.82
60+19.9 N69W 25.9L 23.8 15.3 18.8 1668.15 61+02.9 N56W 39.5L 25.5 11.0 20.5 1667.17 61+74.2 N35W 51.4L 27.6 21.3 22.6 16.3 1661.99 62+36.3 N29W 43.1L 35.3 27.3 30.3 22.3 1657.03 63+14.5 N29W 49.1L 37.6 30.7 32.6 25.7 1652.31
64+38.8 S29E 17.1R NA NA NA NA 1651.63
65+33.9 S2W 20.5R 22.0 40.6 1654.21 66+63 N28W 29.3L 26.8 21.3 21.8 16.3 1664.30 67+20 N44W 105.2L 23.2 18.8 18.2 13.8 1667.33
68+98.6 S85W 151.3L 12.8 16.4 1678.66 70+47.3 S57W 141.1L 11.7 15.9 1690.09 70+87.3 S57W 78.8L 11.2 13.2 1692.90 71+37.4 S63W 15.2L 19.0 16.4 14.0 11.4 1696.29
72+08.8 EAST 21.7R 19.9 12.5 14.9 1701.14
72+95.5 S44E 19.5R 23.0 16.0 18.0 11.0 1707.46 73+77 S70E 4.3R 22.6 17.7 17.6 12.7 1712.92
74+57.5 S70E 5.5R 13.8 23.0 1717.66 75+34.6 S70E 7.8R 14.8 21.2 1726.18 76+13.1 N72W 10.4L 10.9 16.9 1736.93 76+93.1 N79W 12.4L 11.2 20.7 1747.48 77+59.2 N81W 19.1L 25.2 17.0 20.2 1754.00 78+29.8 N81W 10.9L 24.0 14.4 19.0 1760.70 79+11.3 S87W 21.6L 24.8 16.8 19.8 1768.44 79+82.4 S87W 23.6L 25.3 11.9 20.3 1775.19 80+62 N85E 15.3R 16.0 16.6 11.0 1783.43
81+40.2 S87E 14.5R 24.0 12.0 19.0 1791.87 82+34.4 S53E 50.8R 26.1 16.7 21.1 1797.76 83+27.9 S31E 27.6R 22.4 20.2 17.4 1792.46 84+01.2 S39E 11.6R 20.6 16.0 15.6 1783.49 84+80.9 S48E 4.7R 23.1 14.8 18.1 1778.45 85+73.6 S57E 10.2R 26.1 20.4 21.1 1775.48 86+68.4 N67W 7.3L 27.5 18.0 22.5 1773.99 87+61 N71W 12L 23.0 13.7 18.0 1775.47
88+30.7 S62E 5.7R 7.0 18.4 2.0 1777.73 89+10.8 S60E 8.3R 24.2 13.0 19.2 1780.03 89+95.7 N58W 0.2L 24.3 30.1 19.3 1780.36 90+73.6 N57W 9L 23.1 20.3 18.1 1780.99 91+62.4 S55E 15.3R 13.2 20.3 8.2 1784.47 92+43.1 S49E 9.3R 23.7 12.5 18.7 1785.03 93+47.5 S48E 3.1R 26.7 19.5 14.5 1780.83 94+30.1 S43E 4.5R 22.9 20.0 17.9 15.0 1776.24 95+22 N33W 9.6L 27.1 20.6 22.1 15.6 1770.55
96+10.5 N54W 5.8L 27.7 17.8 22.7 12.8 1764.80 97+09.9 N35W 6.7L 14.0 20.0 9.0 1763.05 97+95.9 S35E 15.7R 23.3 18.7 18.5 13.7 1760.69 98+76 N49W 3.9L 22.3 12.0 17.3 1756.39
99+56.1 S49E 12.4R 22.5 12.2 17.5 1756.47 100+47.7 S63E 15.9R 25.5 19.0 20.5 14.0 1757.82 101+47 S63E 11.73 25.9 11.0 20.9 1759.13
OFFSET MEASUREMENTS ARE APPROXIMATE AND ARE MEASURED FROM THE PROPOSED CENTERLINE OF ROAD. THE 'R' AND 'L' INDICATE RIGHT AND LEFT OFFSETS FROM THE APPROXIMATE CENTERLINE LOCATION AS MEASURED FACING IN THE DIRECTION OF INCREASING STATIONING. THE BEARINGS PROVIDED ARE IN A DIRECTION AWAY FROM THE SURVEY FLATS PERPENDICULAR TO THE CENTER LINE ALIGNMENT. SURVEY FLATS OR STAKES ARE PLACED AS A REFERENCE TO LOCATE THE L-LINE (CENTER LINE) AND ARE SPACED APPROXIMATELY 100 FEET APART. INFORMATION WITHIN THIS TABLE IS MEANT
AS A REFERENCE ONLY AND THE CONTRACTOR SHOULD VERIFY ALL INFORMATION BEFORE
CONSTRUCTION.
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C17
ROAD NO. 700A STAKING TABLE
STK STA: OFFSET CL CG1 (left) CG2 (right) CUT L CUT R CL Elev:
1+39.3 8.9R 14.7 18.3 1759.90 2+38.8 8.6R 13.8 16.8 1763.76 3+30.5 9.8R 17.2 14.0 1770.51 4+14.8 6.5R 30.0 11.4 25.0 1776.89 5+03.0 8.9R 18.2 13.6 15.2 1777.75 5+99.2 9.5R 10.4 18.3 13.3 1503.04 6+94.5 11.7R 15.0 13.0 1780.93 7+79.1 12.6R 16.0 15.7 11.0 10.7 1791.41 8+70.3 9.9R 21.2 13.2 16.2 1789.18 9+41.6 7.1R 1783.15
10+37.7 20.9R 18.6 17.1 13.6 12.1 1788.49 11+25.8 19.9R 15.9 13.3 10.9 1795.07 12+18.6 17.7L 17.6 14.6 12.6 1800.15 13+03.6 8.8R 27.0 13.1 22.0 1806.48 13+82.0 19.6R 20.7 26.1 15.7 21.1 1808.20 14+79.1 12.5L 17.4 17.2 12.4 1804.26 16+56.7 7.9R 19.4 16.3 14.4 11.3 1802.59 17+57.8 9.0R 14.0 15.1 1804.55 18+40.7 11.6R 14.4 14.6 1807.34 19+28.1 8.3R 14.2 14.5 1811.55 20+21.8 13.2L 17.8 16.6 12.8 11.6 1816.47 21+18.2 9.5R 13.6 16.1 1821.53 22+01.1 17.6R 15.0 15.7 10.7 1826.68 22+85.1 4.7R 18.3 16.5 13.3 11.5 1833.68 23+73.9 19.9R 13.2 15.6 10.6 1841.76 24+70.9 9.5R 16.9 13.7 11.9 1850.58 25+51.0 22.9L 18.8 17.8 13.8 12.8 1857.72 26+40.9 14.0L 14.5 14.6 1862.21 27+33.8 15.3L 15.6 18.2 1864.22 28+20.5 14.0L 23.1 25.6 18.1 20.6 1897.60 29+18.3 12.7L 23.0 15.6 18.0 10.6 1869.53 30+16.8 14.8L 21.3 16.3 16.3 11.3 1871.46 31+19.5 13.7L 25.2 15.9 20.2 10.9 1873.99 32+15.9 15.2L 16.8 15.6 11.8 10.6 1875.39 32+97.9 14.2L 16.3 16.2 11.3 1876.21 34+56.5 13.6L 26.3 13.4 21.3 1877.80 35+51.2 7.9R 17.7 17.0 12.7 12.0 1878.75 37+46.7 17.1R 15.3 18.0 13.0 1882.34 38+37.0 8.8R 18.2 15.6 13.2 10.6 1885.55 39+41.0 12.7L 22.7 16.0 17.7 11.0 1889.30 40+28.9 8.5R 15.1 14.4 1888.90 41+22.7 13.7R 15.9 15.8 10.9 10.8 1887.18 42+13.3 16.5L 19.0 18.0 14.0 13.0 1888.35 43+07.5 8.0R 14.2 15.7 10.7 1891.20 44+04.1 11.6R 13.9 16.5 11.5 1895.07 44+98.9 11.7R 17.6 16.6 12.6 11.6 1899.76 45+78.3 9.5R 18.2 16.1 13.2 11.1 1903.57 46+76.4 16.5R 14.2 14.9 1906.99 47+69.9 29.0R 19.1 13.3 14.1 1908.72 48+60.4 79.2R 36.6 17.0 31.6 12.0 1907.57 50+23.6 23.4R 21.5 13.3 16.5 1900.43 51+23.4 11.5L 16.8 16.4 11.8 11.4 1890.16 52+21.8 15.0R 26.0 22.6 1882.11
MEASUREMENTS ARE APPROXIMATE AND ARE MEASURED FROM THE PROPOSED
CENTERLINE OF ROAD. THE 'R' AND 'L' INDICATE RIGHT AND LEFT OFFSETS FROM THE
APPROXIMATE CENTERLINE LOCATION AS MEASURED FACING IN THE DIRECTION OF
INCREASING STATIONING. SURVEY FLATS OR STAKES ARE PLACED AS A REFERENCE TO
LOCATE THE L-LINE (CENTER LINE) AND ARE SPACED APPROXIMATELY 100 FEET APART.
INFORMATION WITHIN THIS TABLE IS MEANT AS A REFERENCE ONLY AND THE
CONTRACTOR SHOULD VERIFY ALL INFORMATION BEFORE CONSTRUCTION.
ROAD NO. 183 STAKING TABLE
STK STA: OFFSET CL CG1 (left) CG2 (right) CUT L CUT R CL Elev:
0+26.9 23.6R 28.3 14.1 23.3 1220.68 1+12.0 13.2L 16.6 16.2 11.6 11.2 1224.86 2+18.1 11.4L 14.0 16.9 11.9 1226.52 3+09.9 13.0L 16.3 17.5 11.3 12.5 1228.44 23+45.6 11.1L 15.6 20.4 10.6 15.4 1249.39 24+74.2 9.5L 15.2 16.3 11.3 1246.98 25+46.2 9.2L 16.1 22.2 11.1 17.2 1246.26 28+41.3 16.0R 13.8 20.8 15.8 1245.38 29+35.8 21.8L 16.0 17.0 11.0 12.0 1240.27
30+42.0 16.5R BRIDGE 1237.68
31+41.6 13.6R 16.7 20.0 11.7 15.0 1248.33
MEASUREMENTS ARE APPROXIMATE AND ARE MEASURED FROM THE PROPOSED
CENTERLINE OF ROAD. THE 'R' AND 'L' INDICATE RIGHT AND LEFT OFFSETS FROM THE
APPROXIMATE CENTERLINE LOCATION AS MEASURED FACING IN THE DIRECTION OF
INCREASING STATIONING. SURVEY FLATS OR STAKES ARE PLACED AS A REFERENCE TO
LOCATE THE L-LINE (CENTER LINE) AND ARE SPACED APPROXIMATELY 100 FEET APART.
INFORMATION WITHIN THIS TABLE IS MEANT AS A REFERENCE ONLY AND THE
CONTRACTOR SHOULD VERIFY ALL INFORMATION BEFORE CONSTRUCTION.
jrnugent Line
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| 0922_Tunnel Stream TS.pdf |
| TunnelStreamTS_Plans_051016_Signed.pdf |
| DOC002.pdf |
| TunnelStreamTS_Plans_051016.pdf |
| Tunnel Stream 100% 0510162.pdf |
File details come from the government source that posted it. Updated .