Spreadsheet: 0258d6d5-ca7a-4e46-9cf8-de9494f463e2
Sheet: Sheet1

CONSTRUCTION ESTIMATE
This project is to be constructed under the Standard Specification of the Tennessee Department of Transportation Dated: March 1, 2006 and additional
specifications and special provisions contained in the construction documents.
ITEM NO. | COORD WITH NOTES | [NAME] | UNIT | QTY. | UNIT PRICE ($) | AMOUNT
105-01 | (7) | CONSTRUCTION STAKES, LINES AND GRADES | LS | 1
201-01 |  | CLEARING AND GRUBBING | LS | 1
202-01 | (1) | REMOVAL OF STRUCTURES AND OBSTRUCTIONS | LS | 1
202-03.01 |  | REMOVAL OF ASPHALT PAVEMENT (WILSON PIKE) | S.Y. | 110
203-01 | (12) | ROAD & DRAINAGE EXCAVATION (UNCLASSIFIED) | C.Y. | 63691
203-01.11 |  | PRESPLITTING OF ROCK EXCAVATION | S.Y. | 2931.388888888889
203-02.01 | (10) | BORROW EXCAVATION (GRADED SOLID ROCK) | TON | 4165
203-02.04 | (11) | BORROW EXCAVATION (SOLID ROCK) | TON | 4447.7992
203-03 |  | BORROW EXCAVATION (UNCLASSIFIED) | C.Y. | 95492
203-04 |  | PLACING AND SPREADING TOPSOIL | C.Y. | 8296
203-05 |  | UNDERCUTTING | C.Y. | 8183
203-06 |  | WATER | [NAME] | 2388
204-08 |  | FOUNDATION FILL MATERIAL | C.Y. | 72.2
209-02.07 | (2) | 18" TEMPORARY SLOPE DRAIN | L.F. | 533
209-03.21 | (2) | FILTER SOCK (12 INCH) | L.F. | 725
209-05 | (2) | SEDIMENT REMOVAL | C.Y. | 655
209-08.02 | (2) | TEMPORARY SILT FENCE (WITH BACKING) | L.F. | 7230
209-08.03 | (2) | TEMPORARY SILT FENCE (WITHOUT BACKING) | L.F. | 3421
209-08.07 | (2) | ROCK CHECK DAM | EACH | 2
209-08.08 | (2) | ENHANCED ROCK CHECK DAM | EACH | 27
209-40.30 | (2) | CATCH BASIN PROTECTION (TYPE A) | EACH | 1
209-40.33 | (2) | CATCH BASIN PROTECTION (TYPE D) | EACH | 12
303-01 |  | MINERAL AGGREGATE, TYPE A BASE, GRADING D | TON | 8631.435
303-01.01 |  | [NAME] (ROADWAY) | TON | 3299
303-01.02 |  | [NAME] (BRIDGES) | TON | 76
303-02 |  | MINERAL AGGREGATE, TYPE B BASE, GRADING (DRIVEWAY) | TON | 241
303-10.01 | (36) | MINERAL AGGREGATE (SIZE 57) | TON | 122
307-01.01 |  | ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM) GRADING A | TON | 1069.71
307-01.08 |  | ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM) GRADING B-M2 | TON | 1524.28
402-01 |  | BITUMINOUS MATERIAL FOR PRIME COAT (PC) | TON | 21.346
402-02 |  | AGGREGATE FOR COVER MATERIAL (PC) | TON | 84.371
403-01 |  | BITUMINOUS MATERIAL FOR TACK COAT (TC) | TON | 4.5
411-01.10 |  | ACS MIX(PG64-22) GRADING D | TON | 1390.87
604-01.01 |  | CLASS A CONCRETE (ROADWAY) | C.Y. | 130.3
604-01.02 |  | STEEL BAR REINFORCEMENT (ROADWAY) | LB. | 22932
604-01.04 |  | 1-1/2" STEEL PIPE HANDRAIL (STAIRS) | L.F. | 50
604-02.03 |  | EPOXY COATED REINFORCING STEEL | LBS. | 38807
604-03.01 |  | CLASS "A" CONCRETE (BRIDGES) | C.Y. | 30
604-03.02 |  | STEEL BAR REINFORCEMENT (BRIDGES) | LBS. | 6350
604-03.09 |  | CLASS "D" CONCRETE (BRIDGE DECK) | C.Y. | 226
604-07.01 |  | RETAINING WALL (WALL NO. 1) | S.F. | 4916
604-07.02 |  | RETAINING WALL (WALL NO. 2) | S.F. | 4896
604-07.05 |  | RETAINING WALL (WALL NO. 5) | S.F. | 3509
604-07.06 |  | RETAINING WALL (ABUTMENTS) | S.F. | 1340
606-03.03 |  | STEEL PILES (12") (HP12 X 53) | L.F. | 700
606-03.06 |  | PILE TIPS (STEEL PILES, 12-INCH) | EA | 20
607-03.02 |  | 18" CONCRETE PIPE CULVERT (CLASS III) | L.F. | 989.26
611-01.20 | (20) | ADJUSTMENT OF EXISTING MANHOLE | EACH | 1
611-07.01 |  | CLASS A CONCRETE (PIPE ENDWALLS) | C.Y. | 0.87
611-07.02 |  | STEEL BAR REINFORCEMENT (PIPE ENDWALLS) | LB. | 79
611-42.01 |  | CATCH BASINS, TYPE 42, 0' - 4' DEPTH | EACH | 3
611-43.03 |  | CATCH BASINS, TYPE 43, 8' - 12' DEPTH | EACH | 1
615-01.11 |  | PRESTRESSED CONCRETE BULB-T BEAM (BT-63)(6" WEB) | L.F. | 592
620-01 |  | VARIABLE HEIGHT STEEL FENCE (PAINTED) | LS | 1
620-02 |  | 42" STEEL PEDESTRIAN FENCE (PAINTED) | LS | 1
620-06 |  | CONCRETE RAILING & PEDASTALS (WITH STONE VENEER & FORMLINER) | LS | 1
621-03.03 | (9) | 24" TEMPORARY DRAINAGE PIPE | L.F. | 86
702-01 |  | CONCRETE CURB | C.Y. | 65
705-11.03 | (21) | SINGLE GUARDRAIL (TYPE 2) (POWDER COATED) | L.F. | 731
705-11.08 | (21) | GUARDRAIL TERMINAL (TYPE 13) (POWDER COATED) | EACH | 3
705-11.13 | (21) | GUARDRAIL TERMINAL (TYPE 21) (POWDER COATED) | EACH | 1
707-08.01 | (4) | FENCE (FOUR RAIL PLANK FENCE) | L.F. | 1948.8
707-08.11 |  | HIGH VISIBILITY CONSTRUCTION FENCE | L.F. | 1076.33
709-05.05 | (26) | MACHINED RIP-RAP (CLASS A-3) | TON | 220
709-05.06 | (35) | MACHINED RIP-RAP (CLASS A-1) | TON | 375.5
710-09.01 |  | 6" PERFORATED PIPE WITH VERTICAL DRAIN SYSTEM | L.F. | 92
710-09.02 |  | 6" PIPE UNDERDRAIN | L.F. | 340
712-01 |  | TRAFFIC CONTROL | LS | 1
712-04.01 |  | FLEXIBLE DRUMS (CHANNELIZING) | EACH | 33
712-05.01 |  | WARNING LIGHTS (TYPE A) | EACH | 8
712-05.03 |  | WARNING LIGHTS (TYPE C) | EACH | 7
712-06 |  | SIGNS (CONSTRUCTION) | S.F. | 176
712-07.03 |  | TEMPORARY BARRICADES (TYPE III) | L.F. | 48
712-08.03 |  | ARROW BOARD (TYPE C) | EACH | 2
713-16.20 | (13) | SIGNS (STOP R1-1) (30"X30") | EACH | 1
713-16.21 | (14) | SIGNS (RIGHT EXIT MUST TURN RIGHT R3-7R MOD) (24"X24") | EACH | 1
713-16.22 | (15) | SIGNS (WRONG WAY R5-1A) (24"X24") | EACH | 1
713-16.23 | (16) | SIGNS (TRAFFIC SIGNAL AHEAD W3-3) (30"X30") | EACH | 1
713-16.24 | (17) | [NAME] (ONE WAY ARROW-RIGHT R6-1 ) (36"X12") | EACH | 1
713-16.25 | (18) | [NAME] (YIELD HERE TO PEDS R1-5) (24"X 24") | EACH | 1
713-16.26 | (19) | [NAME] (SUPPLEMENTAL "SOUTH" M3-3) (24"X12") | EACH | 1
713-16.27 | (22) | SIGNS (NO RIGHT R3-1) (24"X24") | EACH | 1
713-16.29 | (24) | SIGNS (STOP AHEAD W3-1) (30"X30") | EACH | 1
713-16.30 | (25) | SIGNS (10 M.P.H. R2-1) (24"X30") | EACH | 1
713-16.31 |  | ENTRY SIGN (SIGN TYPE A1) | EACH | 1
713-16.32 |  | PARK RULES SIGN (SIGN TYPE B1) | EACH | 1
713-16.33 |  | BRIDGE SPONSOR SIGN (SIGN TYPE C1) | EACH | 2
713-16.34 |  | DIRECTIONAL SIGN (SIGN TYPE B2) | EACH | 1
713-16.35 |  | DIRECTIONAL SIGN (SIGN TYPE B3) | EACH | 1
713-16.36 |  | TRAILHEAD ID WITH RULES (SIGN TYPE T1.1) | EACH | 1
713-16.37 |  | TRAIL DIRECTIONAL SIGN (SIGN TYPE T2) | EACH | 2
713-16.38 |  | ACCESSIBLE PARKING (SIGN TYPE R3) | EACH | 9
713-16.39 |  | REGULATORY STOP SIGN R1-1 (SIGN TYPE R1) | EACH | 2
713-16.40 |  | REGULATORY YIELD HERE TO PEDS R1-5 (SIGN TYPE R2) | EACH | 1
714-01 |  | STRUCTURAL LIGHTING | LS | 1
714-03.03 |  | DIRECT BURIAL CONDUIT (2" PVC conduit) | L.F. | 8250
714-03.04 | (SL1) | DIRECT BURIAL CONDUIT (4" PVC conduit) | L.F. | 5900
714-03.05 |  | DIRECT BURIAL CONDUIT (1" PVC conduit) | L.F. | 1040
714-05.04 |  | PULL BOXES (TYPE C) | EACH | 28
714-05.05 | (SL1) | PULL BOXES (MTEMC) | EACH | 18
714-06.02 | (SL12) | CABLE (1C- # 12 AWG  CABLE) | L.F. | 1680
714-06.03 |  | CABLE (1C- #10 AWG  CABLE) | L.F. | 4350
714-06.04 |  | CABLE (1C- # 8 AWG  CABLE) | L.F. | 22500
714-08.09 | (SL6) | LIGHT STANDARDS (16' POLE) | EACH | 26
714-08.10 | (SL6) | LIGHT STANDARDS (12' POLE) | EACH | 3
714-09.09 | (SL15) | LUMINAIRES (100 WATT LED ) | EACH | 29
714-09.10 | (SL4) | LUMINAIRES (MH FLOOD LIGHT 150 WATT) | EACH | 9
714-09.11 | (SL5) | LUMINAIRES (MH FLOOD LIGHT 75 WATT) | EACH | 4
714-09.12 | (SL6) | LUMINAIRES (LED SIDEWALK LIGHTING ) | EACH | 23
714-09.13 | (SL11) | LUMINAIRES (40 WATT BRIDGE LIGHTING ) | EACH | 16
714-12.01 |  | CONTROL CENTER (A) | LS | 1
714-12.02 |  | CONTROL CENTER (B) | LS | 1
714-12.03 |  | CONTROL CENTER (C) | LS | 1
714-25.02 | (SL3) | ELECTRICAL CONNECTION (SERVICE LOCATION FOR PARK.) | LS | 1
714-25.03 | (SL13) | ELECTRICAL CONNECTION (ENTRANCE TO PARK) | LS | 1
714-25.04 | (SL7) | ELECTRICAL CONNECTION (METER BASES) | LS | 1
714-25.05 | (SL1)(SL10) | ELECTRICAL CONNECTION (MTEMC TRANSFORMER BASE) | LS | 1
714-25.22 |  | INSTALL SVC RISER | EACH | 3
714-30.01 | (40) | AS-BUILT PLANS | LS | 1
714-40 |  | LOCATING UTILITIES | LS | 1
716-02.04 |  | PLASTIC PAVEMENT MARKING(CHANNELIZATION STRIPING) | S.Y. | 33.65
716-02.05 |  | PLASTIC PAVEMENT MARKING (STOP LINE) | L.F. | 38
716-02.06 |  | PLASTIC PAVEMENT MARKING ([NAME]) | EACH | 1
716-02.09 |  | PLASTIC PAVEMENT MARKING (LONGITUDINAL CROSS-WALK) | L.F. | 220
716-04.01 |  | PLASTIC PAVEMENT MARKING (STRAIGHT-TURN ARROW) | EACH | 1
716-05.01 |  | PAINTED PAVEMENT MARKING (4" LINE) | [NAME] | 0.0848
716-05.08 |  | PAINTED PAVEMENT MARKING (PARKING LINE) | L.F. | 2285
716-10.30 | (41) | TRUNCATED DOME DETACHABLE WARNING MAT | S.F. | 104
717-01 | (38) | MOBILIZATION | LS | 1
740-10.03 | (2) | GEOTEXTILE (TYPE III)(EROSION CONTROL) | S.Y. | 912
740-11.03 | (2) | TEMPORARY SEDIMENT TUBE 18IN | LF | 687
795-05.65 | (W2) | BORE/JACK 16IN STEEL CASING PIPE-UNCON. | L.F. | 100
795-05.66 | (W2) | BORE/JACK 18IN STEEL CASING PIPE-UNCON. | L.F. | 115
795-07.13 | (W3) | 12IN X 8IN TAPPING SLEEVE AND VALVE | EACH | 1
795-08.04 | (W4) | 6IN GATE VALVE ASSEMBLY | EACH | 3
795-09.01 | (W5) | 3/4IN WATER SERVICE METER ASSEMBLY | EACH | 1
795-09.20 | (W6) | 1IN PVC SERVICE PIPE | L.F. | 364.35
795-11.02 | (W5) | FIRE HYDRANT ASSEMBLY | EACH | 2
795-99.01 |  | 8INx 6IN REDUCER | EACH | 1
795-99.02 |  | 1IN SERVICE CONNECTION | EACH | 3
795-99.03 |  | CUT AND CAP EXISTING WATER LINE | L.S. | 1
795-99.04 |  | 1IN BACKFLOW PREVENTER | EACH | 1
795-99.05 | (W1) | 6IN DIP MECHANICAL JOINT WATER LINE | L.F. | 820
795-99.06 | (W1) | 8IN DIP MECHANICAL JOINT WATER LINE | L.F. | 1555
795-99.07 |  | 8IN x 6IN TEE | EACH | 1
795-99.08 | (W6) | 1 1/4IN PVC SERVICE PIPE | L.F. | 411
797-06.65 | (SA5) | BORE/JACK 18IN STEEL CASING PIPE-UNCON. | L.F. | 221
797-07.02 | (SA3) | 48IN MANHOLE 4FT-6FT DEPTH | EACH | 2
797-07.05 | (SA3) | 48IN MANHOLE 10FT-12FT DEPTH | EACH | 1
797-07.07 | (SA3) | 48IN MANHOLE 14FT-16FT DEPTH | EACH | 1
797-08.08 | (SA4) | 6IN CLEAN OUT ASSEMBLY | EACH | 32
797-10.02 | (SA2) | CONNECT 8IN SEWER TO EXIST. MANHOLE | EACH | 1
797-99.01 | (SA1) | 8IN PVC GRAVITY SEWER | L.F. | 1154
797-99.02 | (SA1) | 6IN PVC GRAVITY SEWER | L.F. | 2988
801-01 |  | SEEDING (WITH MULCH) | UNIT | 391
801-01.02 | (28) | CROWN VETCH MIXTURE (WITH MULCH) | UNIT | 165
801-01.07 |  | TEMPORARY SEEDING (WITH MULCH) | UNIT | 128
801-02.01 | (28) | CROWN VETCH MIXTURE (WITHOUT MULCH) | UNIT | 165
801-02.08 | (39) | TEMPORARY SEEDING (WITHOUT MULCH) | UNIT | 172
801-03 | (6) | WATER (SEEDING & SODDING) | [NAME] | 206
803-01 | (28) | SODDING (NEW SOD) | S.Y. | 334
805-01.02 | (27) | TURF REINFORCEMENT MAT (TYPE II) | S.Y. | 439
805-12.02 | (27) | EROSION CONTROL BLANKET (TYPE II) | S.Y. | 12573
806-01 | (5) | MOWING | CYCLE | 2
920-10.01 | (SL9) | TRANSFORMER ( 240V TO 120V) | EACH | 3
920-10.02 | (SL8) | ENTRANCE GATE | LS | 1
920-10.03 | (SL14) | METER BASE AND RECEPTICAL PEDESTIAL | EACH | 2
920-10.04 |  | SIDEWALK UTILITY DUCT | EACH | 3
999-01.01 | (32) | CONCRETE DRIVEWAY | S.Y. | 200
999-01.02 | (33) | PARKING CURB STOPS | EACH | 95
999-01.03 |  | PAINTED PAVEMENT MARKING (HC SYMBOLS) | EACH | 9
999-01.04 | (32) | EXPOSED LIMESTONE AGG. CONCRETE SIDEWALK | S.Y. | 814
999-01.05 |  | BOLLARD (DRIVEWAY ENTRANCE) | EACH | 2
999-01.06 |  | CHAIN (DRIVEWAY ENTRANCE) | LS | 1
999-02.01 |  | CITY OF BRENTWOOD HEADWALLS | EACH | 14
999-02.02 | (29) | WATER QUALITY SWALE OUTLET STRUCTURES | EACH | 6
999-02.03 | (30) | DETENTION POND OUTLET STRUCTURES | EACH | 2
999-02.04 |  | 4" PERFORATED PLASTIC PIPE | L.F. | 587
999-02.05 |  | PERMANENT CHECK DAMS | EACH | 13
999-02.06 |  | WQ SWALE SOIL MIX (SAND) | C.Y. | 54
999-02.07 |  | WQ SWALE SOIL MIX (TOP SOIL MIX) | C.Y. | 44
999-02.08 |  | WQ SWALE SOIL MIX (PEAT MOSS) | C.Y. | 11
999-02.09 | (34) | BRIDGE DECORATIVE WING WALLS | EACH | 4
999-02.10 |  | CITY OF BRENTWOOD AREA DRAIN | EACH | 1
999-02.11 |  | 4" ROOF DRAIN LEADER | L.F. | 231
999-02.12 |  | 6" ROOF DRAIN LEADER | L.F. | 76
999-02.13 |  | ROOF DRAIN LEADER CLEANOUT | EACH | 7
999-03.04 | (L4) | LARGE SHRUBS | EACH | 19
999-03.05 | (L5) | SMALL SHRUBS | EACH | 84
999-03.06 | (L6) | ORNAMENTAL GRASSES | EACH | 474
999-03.08 | (L7) | IRRIGATION SYSTEM | L.S. | 1
999-04.01 | (31) | MATERIAL TESTING (BY CONTRACTOR) | L.S. | 1
999-05.01 |  | 32'x12' [NAME] AND 2 HEADWALLS | LS | 1
999-05.02 |  | 3:1 WINGWALLS AND PRE-CAST FOOTER ([NAME]) | EACH | 2
TOTAL BASE BID
GRAND TOTAL IN WORDS
ADD-ALTERNATES
ADD-ALT 1 TIMBER GUARDRAIL
ITEM NO. | COORD WITH NOTES | [NAME] | UNIT | QTY. | UNIT PRICE ($) | AMOUNT
SPGR-100 | (AA1) | STANDARD STEELBACKED TIMB. G-RAIL W/ BLOCK OUT | L.F. | 740
SPGR-101 |  | 30' END TERMINALS | EACH | 4
ADD ALTERNATE TOTAL =
DEDUCTION FOR ITEMS AS ESTIMATED ABOVE
705-11.03 | (21) | SINGLE GUARDRAIL (TYPE 2) (POWDER COATED) | L.F. | -731
705-11.08 | (21) | GUARDRAIL TERMINAL (TYPE 13) (POWDER COATED) | EACH | -3
705-11.13 | (21) | GUARDRAIL TERMINAL (TYPE 21) (POWDER COATED) | EACH | -1
DEDUCTION FOR ITEMS TOTAL=
ADD ALTERNATE TOTAL (ADD ALTERNATE TOTAL - DEDUCTION FOR ITEMS TOTAL) = |  |  | L.S. | 1
ROADWAY FOOTNOTES
1 | INCLUDES COMPLETE REMOVAL OF TEMPORARY RAIL ROAD CROSSING AS DIRECTED BY CSXT. INCLUDES REMOVAL , TOPSOIL, AND SEEDING OF TEMPORARY CONSTRUCTION ENTRANCE, EXISTING DRIVEWAY AREAS SHOWN IN PLANS TO BE REMOVED, AND EXISTING FENCE AS DIRECTED BY THE ENGINEER.  GRADE EXISTING DRIVEWAY TO BE REMOVED AS FLAT AS POSSIBLE WITH POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER.
2 | SEE SUBSECTION 209.07 OF THE STANDARD SPECIFICATIONS FOR MAINTENANCE REPLACEMENT.
3 | NOT USED
4 | SEE FENCE DETAIL ON SHEET NO. [NAME].
5 | ITEM INCLUDES LITTER AND TRASH REMOVAL.  THIS WORK WILL NOT BE MEASURED AND PAID FOR DIRECTLY BUT WILL BE INCLUDED IN THE COST OF ITEM NO. 806-01, MOWING AS DIRECTED BY THE ENGINEER.
6 | INCLUDES 60 THOUSAND GALLONS FOR EROSION PREVENTION AND SEDIMENT CONTROL.
7 | INCLUDES SURVEY FOR VERIFICATION OF EARTHWORK QUANTITIES. COST TO BE INCLUDED IN THE PRICE BID FOR THIS ITEM AS DIRECTED BY THE ENGINEER, AND PROVIDE FOR THE ENGINEER'S REVIEW AND APPROVAL.
8 | NOT USED
9 | SEE TRAFFIC CONTROL PLAN SHEETS FOR LOCATIONS.
10 | FOR [NAME].
11 | FOR ROCK BUTTRESS SEE PARK ENTRANCE ROAD CROSS-SECTION SHEETS.
12 | INCLUDES QTY. OF [NAME] FOR [NAME] AND EROSION CONTROL.
13 | INCLUDES (SIGN R1-1 ) RED REF. BACKGROUND, WHITE REF. COPY,0.080" SHEET ALUMINUM AND TYPE U3 POST 7' MIN. VERTICAL CLEARANCE SEE PLANS FOR LOCATIONS. THE CONTRACTOR IS TO VERIFY LOCATIONS WITH ENGINEER.
14 | INCLUDES (SIGN R3-7R MOD 24"X24" ) WHITE REF. BACKGROUND, BLACK COPY,0.080" SHEET ALUMINUM AND TYPE U3 POST 7' MIN. VERTICAL CLEARANCE SEE PLANS FOR LOCATIONS. THE CONTRACTOR IS TO VERIFY LOCATIONS WITH ENGINEER.
15 | INCLUDES (SIGN R5-1A ) WHITE REF. BACKGROUND, RED BLACK COPY,0.080" SHEET ALUMINUM AND TYPE U3 POST 7' MIN. VERTICAL CLEARANCE SEE PLANS FOR LOCATIONS. THE CONTRACTOR IS TO VERIFY LOCATIONS WITH ENGINEER.
16 | INCLUDES (SIGN R3-6) YELLOW REF. BACKGROUND, RED LIGHT TOP, GREEN LIGHT BOTTOM, BLACK COPY,0.080" SHEET ALUMINUM AND TYPE U6 POST 7' MIN. VERTICAL CLEARANCE SEE PLANS FOR LOCATIONS. THE CONTRACTOR IS TO VERIFY LOCATIONS WITH ENGINEER.
17 | INCLUDES (SIGN R6-1 )BLACK BACKGROUND, WHITE ARROW, BLACK COPY,0.080" SHEET ALUMINUM AND TYPE U3 POST 7' MIN. VERTICAL CLEARANCE SEE PLANS FOR LOCATIONS. THE CONTRACTOR IS TO VERIFY LOCATIONS WITH ENGINEER.
18 | INCLUDES (SIGN R1-5) WHITE BACKGROUND, BLACK COPY, RED YIELD SIGN, 0.080" SHEET ALUMINUM AND TYPE U3 POST 7' MIN. VERTICAL CLEARANCE SEE PLANS FOR LOCATIONS. THE CONTRACTOR IS TO VERIFY LOCATIONS WITH ENGINEER.
19 | (SIGN M3-3) WHITE BACKGROUND, BLACK COPY, 0.080" SHEET ALUMINUM.
20 | ONE SANITARY SEWER MANHOLE ADJUSTMENT - PARK ENTRANCE ROAD STA. 123+32.11 OFFSET 15.84' RT.
21 | GUARDRAIL TO BE POWDER COATED GRAY/BLACK (RAL#7021) AS APPROVED BY THE ENGINEER.  CONTRACTOR TO SUBMIT SAMPLE FOR COLOR APPROVAL PRIOR TO ORDERING GUARDRAIL.
22 | INCLUDES (SIGN R3-1) WHITE BACKGROUND, RED CIRCLE & DIAGONAL, BLACK ARROW, 0.080" SHEET ALUMINUM AND TYPE U6 POST 7' MIN. VERTICAL CLEARANCE SEE PLANS FOR LOCATIONS.  THE CONTRACTOR IS TO VERIFY LOCATIONS WITH ENGINEER.
23 | NORTHEAST PARKING LOT WITH ENTRANCE LOCATED AT STA. 58+45.76 IS TO BE GRADED PER PLANS WITH SEEDING (WITH MULCH).  ADDITIONALLY THE GRAVEL DRIVEWAY IS TO BE CONSTRUCTED AS SHOWN.  THIS IS INCLUDED IN THE CONTRACTOR'S BASE BID.  DUE TO FUNDING CONSTRAINTS, THE CITY IS CHOOSING NOT TO INCLUDE TO THE PAVING OF THIS PARKING LOT AT THIS TIME.  HOWEVER, AN ADDENDUM MAY BE ADDED TO THIS CONTRACT TO ADD THESE ESTIMATED ITEMS SHOWN IN THE BLOCK FOR NORTH EAST PARKING LOT TO COMPLETE THE PAVING, STRIPING, LIGHTING, AND LANDSCAPING OF THIS PARKING LOT.  THE CONTRACTOR UNIT PRICES AS BID IN THE BASE CONTRACT BID WILL BE THE APPLIED UNIT PRICES TO DEVELOP THIS TOTAL ADDENDUM.
24 | INCLUDES (SIGN W3-1A) [NAME], BLACK ARROW, RED STOP (REF.), 0.100" SHEET ALUMINUM AND TYPE P8 POST 5' MIN. VERTICAL CLEARANCE SEE PLANS FOR LOCATIONS.  THE CONTRACTOR IS TO VERIFY LOCATIONS WITH ENGINEER.
25 | INCLUDES (SIGN R2-1) WHITE BACKGROUND, BLACK COPY, 0.080" SHEET ALUMINUM AND TYPE U6 POST 5' MIN. VERTICAL CLEARANCE SEE PLANS FOR LOCATIONS. THE CONTRACTOR IS TO VERIFY LOCATIONS WITH ENGINEER.
26 | FIRST 50' OF TEMPORARY CONST. ENTRANCE TO HAVE 12" OF CLASS III RIP-RAP ON TOP OF GRADED SOLID ROCK TO MATCH STD. DWG. EC-STR-25.
27 | SEE EROSION CONTROL PLANS FOR LOCATION.
28 | SEE ROADWAY TYPICAL SECTIONS AND SITE DETAILS FOR LOCATIONS.
29 | SEE SHEET 2Q SITE DETAIL 4 FOR DETAILS.
30 | SEE SHEET 2Q SITE DETAILS 5 & 7 FOR DETAILS.
31 | INCLUDES ALL CONCRETE & DENSITY TESTING, PIPES, BOX CULVERT, BRIDGE BACKFILL, ROADWAY EMBANKMENT, BASE STONE, PAVING AND GRADATIONS AT THE BASE STONE PLANT REQUIRED AS REQUESTED BY THE ENGINEER PER TDOT SPECIFICATION.
32 | INCLUDES EXPOSED BROWN AGGREGATE CONCRETE FOR THE DRIVEWAY AND EXPOSED LIMESTON AGGREGATE FOR THE SIDEWALKS, STEEL WIRE REINFORCEMENT, EXPANSION JOINT MATERIALS, AND BASE AGGREGATE. SEE SHEET 2R-2 FOR DETAILS.
33 | SEE SHEET 2R-3 FOR DETAILS.
34 | SEE SHEET L5.1-4 FOR DETAILS.
35 | USED FOR TEMPORARY SLOPE DRAINS, INLET PROTECTIONS, AND RIP RAP OUTLETS IN INTERIOR PARK.
36 | INCLUDES INLET PROTECTION, SEDIMENT FILTER BAGS, AND 6" BASE STONE IN WATER QUALITY SWALES.
37 | REPLACEMENT BAGS ARE INCLUDED IN QUANTITY AS NEEDED.
38 | THE CONTRACTOR SHALL PROVIDE THE ENGINEER A CONSTRUCTION STAGING AREA FOR APPROVAL PRIOR TO CONSTRUCTION. THE AREA TO BE DISTURBED FOR CONSTRUCTION IS AS SHOWN WITHIN THE SLOPE LIMITS. A CONSTRUCTION HAUL ROAD FOR GRADING SHALL ALSO BE APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE NEAR THE HISTORIC HOME.
39 | SEEDING SHALL BE SOWN AT THE RATE OF 7 LBS/1000 S.F.
40 | FOR STORMWATER DETENTION PONDS, INCLUDING OUTLET STRUCTURES, PUBLIC UTILITIES, AND THE BRIDGE AT CSXT RAILROAD (PER CSXT REQUIREMENTS).
41 | AT INTERSECTION WITH WILSON PIKE.
(AA1) | INCLUDES ADDITIONAL EMBANKMENT REQUIRED FOR 2' MIN. GRADED SHOULDER AND EXTENSION OF RETAINING WALL 4. [NAME] WINGWALL HEADWALL INCLUDES COMPLETE SHIPPING AND INSTALLATION COSTS.
SITE LIGHTING FOOTNOTES
(SL1) | SEE [NAME]'S  UNDERGROUND INSTALLATION GUIDE FOR INSTALLATION REQUIREMENTS AND APPROVED MATERIAL .
(SL2) | ITEM NUMBER INCLUDES FLOOD LIGHTS AND CONDUIT TO UPLIGHT UP TO 5 TREES IN FRONT OF HOUSE. 150 WATT MH LAMPS SHALL BE USED.
(SL3) | ITEM NUMBER IS FOR THE SERVICE CONNECTION ON SHEET SL10 AND ALL THE COORDINATION WITH MTEMC AND ALL REQUIRED ITEMS NEEDED FOR THE SERVICE LOCATION INSTALLATION.
(SL4) | ITEM NUMBER INCLUDES ALL MATERIAL NEEDED FOR THE EXTERIOR LIGHTING OF THE HOUSE AND SPRING HOUSE.
(SL5) | ITEM NUMBER FOR LIGHTING OF ENTRANCE SIGNS AND BRIDGE SIGNS.
(SL6) | ITEM NUMBER INCUDES FOUNDATION AND ALL WIRING, CONNECTORS, FUSING AND GROUNDING REQUIREMENTS NECESSARY FOR INSTALLATION.
(SL7) | ITEM NUMBER INCLUDES THE INSTALLATION OF 3 ELECTRICAL METER BASE SITES AS SHOWN IN THE PLANS
(SL8) | ITEM NUMBER INCLUDES ALL MATERIALS REQUIRED THE ACQUISITION AND INSTALLATION OF AN AUTOMATIC SECURITY GATE FOR ENTERING AND EXITING THE PARK.
(SL9) | ITEM NUMBER FOR THE INSTALLATION OF ELECTRICAL TRANSFORMERS TO CONVERT FROM 3 WIRE 240V TO 4 WIRE 120V/240V.
(SL10) | ITEM NUMBER INCLUDES THE INSTALLATION OF 5 TRANSFORMER BASE AND CONDUIT FOR MTEMC PAD MOUNTED TRANSFORMERS.
(SL11) | ITEM NUMBER INCLUDES THE INSTALLATION OF THE LIGHTING FIXTURES IN BRIDGE. SEE BRIDGE DETAILS AND QUANTITIES FOR BRIDGE CONDUIT FOR LIGHTING.
(SL12) | CABLE USED IN POLES FOR ROADWAY LIGHTING
(SL13) | ITEM NUMBER IS FOR THE SERVICE CONNECTION AND SHEET SL9 AND ALL THE COORDINATION WITH MTEMC AND ITEMS NEEDED FOR THIS SERVICE LOCATION.
(SL14) | METER BASE WITH RECEPTICALS TO SUPPLY POWER FOR BANQUEST AREA IN PARK.
(SL15) | THIS ITEM NUMBER INCLUDES BOTH THE TYPE 3 AND TYPE 5 IES TYPE FIXTURES.
WATER FOOTNOTES
(W1) | INCLUDES ALL MATERIALS, LABOR, EQUIPMENT FOR COMPLETE INSTALLATION OF PIPE INCLUDING BUT NOT LIMITED TO TRAFFIC CONTROL, MATERIALS, EQUIPMENT, EXCAVATION IN BOTH UNCONSOLIDATED AND ROCK, REMOVAL AND REPLACEMENT OF UNSUITABLE SOIL, ENVELOPE/BEDDING MATERIAL, BACKFILLING, FLOWABLE FILL, THRUST BLOCKING, CONCRETE DEADMAN, PIPE FUSION, TRACER WIRE, WARNING TAPE, APPURTENANCES, TEMPORARY/PERMANENT SHORING, MAINTAINING THE TRENCH,  TESTING, FLUSHING, DISINFECTION, BACTERIOLOGICAL SAMPLING, TEMPORARY/PERMANENT SURFACE RESTORATION, AND ANY OTHER LABOR OR MATERIAL REQUIRED TO COMPLETE THE WORK AS SPECIFIED ON THE PLANS.
(W2) | INCLUDES ALL MATERIALS, LABOR, EQUIPMENT, AND TRAFFIC CONTROL, INCLUDING BUT NOT LIMITED TO FLUID CONTAINMENT FOR COMPLETE HORIZONTAL DIRECTIONAL DRILLING INSTALLATION OF CASING PIPE OR UNCASED CARRIER PIPE IN BOTH UNCONSOLIDATED SOIL OR ROCK. IF CASING PIPE HAS CARRIER PIPE, THE CARRIER PIPE SHALL BE PAID AT THE OPEN CUT ITEM.
(W3) | INCLUDES ALL MATERIALS, LABOR AND EQUIPMENT INCLUDING BUT NOT LIMITED TO TAPPING SLEEVE, VALVE, VALVE BOX, BOX ADJUSTMENT, VALVE BOX COLLAR, VALVE MARKER, EXCAVATION, BEDDING, BACKFILL, BLOCKING AND RESTRAINT, TAP OF EXISTING LINE, AND TRAFFIC CONTROL.
(W4) | INCLUDES ALL MATERIALS, LABOR AND EQUIPMENT INCLUDING BUT NOT LIMITED TO FITTINGS, VALVE, VALVE STEM EXTENSIONS, VALVE BOX AND COVER, BOX ADJUSTMENT, VALVE BOX COLLAR, VALVE MARKER, EXCAVATION, BEDDING, BACKFILL, BLOCKING, AND TRAFFIC CONTROL.
(W5) | INCLUDES ALL MATERIALS, LABOR AND EQUIPMENT INCLUDING BUT NOT LIMITED TO MACHINERY, TOOLS OR [NAME] FOR INSTALLATION OF ASSEMBLIES AS DESCRIBED IN THE PLANS AND SPECS EXCEPT FOR SERVICE LINE WHICH IS PAID SEPARATELY FOR EACH FOOT INSTALLED.
(W6) | INCLUDES ALL MATERIALS, LABOR AND EQUIPMENT FOR COMPLETE INSTALLATION OF SERVICE LINE OR CASING FOR SERVICE LINE ON LONG SIDE AND SHORT SIDE OF MAIN.
SANITARY SEWER FOOTNOTES
(SA1) | INCLUDES ALL MATERIALS, LABOR AND EQUIPMENT FOR COMPLETE EXCAVATION INCLUDING BUT NOT LIMITED TO BEDDING, BACKFILLING, THRUST BLOCKING, PIPE FUSION, APPURTENANCES, FLOWABLE FILL, MAINTAINING THE TRENCH, TESTING, CHECK DAMS, AND ANY OTHER LABOR OR MATERIAL REQUIRED TO COMPLETE FOR GRAVITY SEWER LINES OR FORCE MAINS AS SPECIFIED ON THE PLANS. DUCTILE IRON PIPE GRAVITY SEWER LINES SHALL BE EPOXY LINED.
(SA2) | INCLUDES ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY FOR CONNECTING TO AN EXISTING FORCE MAIN, SEWER LINE, PUMP STATION, OR MANHOLE AS SPECIFIED ON PLANS, INCLUDING TRAFFIC CONTROL.
(SA3) | INCLUDES ALL MATERIALS, LABOR AND EQUIPMENT NECESSARY FOR INSTALLATION OF PRECAST MANHOLE BOTH PREFORMED BASE OR OPEN BOTTOM (DOGHOUSE), INCLUDING BUT NOT LIMITED TO VENT ASSEMBLY (WHERE REQUIRED), CRUSHED STONE, PIPE TO MANHOLE CONNECTORS, EXCAVATION, BACKFILL, BUTYL RESIN GASKET, MANHOLE LADDER BARS, [NAME], FRAME AND COVER, AND TRAFFIC CONTROL.
(SA4) | INCLUDES ALL MATERIALS, LABOR AND EQUIPMENT, INCLUDING BUT NOT LIMITED TO MACHINERY, TOOLS, OR APPARATUS NECESSARY FOR INSTALLATION OF ASSEMBLIES AS DESCRIBED AND DETAILED IN THE PLANS AND SPECS.
(SA5) | INCLUDES ALL MATERIALS, LABOR AND EQUIPMENT INCLUDING BUT NOT LIMITED TO CASING PIPE, [NAME], CASING END SEALS, ANY OTHER APPURTENANCE TO COMPLETE THE WORK AS SPECIFIED ON THE PLANS, AND TRAFFIC CONTROL. IF CASING PIPE HAS CARRIER PIPE, THE CARRIER PIPE SHALL BE PAID AT THE OPEN CUT ITEM.