EXHIBIT_R_-_JMMU_Target_designation_ref__TAB_D_-_Drainage_(ditches_culverts_and_sump_pumps).pdf
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- Attached to
- Jack Mountain Multi-Use (JMMU) Range Upgrades, Rep Federal contract opportunity
- Solicitation number
- 140D0426R0084
About this file
This is an exhibit defining target drainage work designations for a JMMU (Joint Maintenance Management Unit) project organized by drainage ditches, culverts, and sump pumps.
Drainage Ditches: The document specifies 15,541 linear feet of drainage ditch work across multiple locations (Drainage Lane 3, C30, C36, C40, BP44, BP46, MAT52-60, SAT412-496, and PC PJ2B) to be completed as Option Task #9. Of this total, 506 linear feet at SAT420 are excluded as previously graded in FY25, and 1,640 linear feet at three locations (C36, SAT454, and SAT458/460) are incorporated into the base bid work. All ditches require regrading to V-ditch configuration. Culverts: Nine culvert installations totaling 3,066 linear feet are designated for Option Task #9, including J3E-B, J2E-B, J1E-B, J1E-A, J2E-A, J3E-A, and J4D-A culverts on Lanes 1-4, plus an SR-6 culvert southeast of MAT54. Specific cross-sheet references and area inlet requirements are noted, with a general note that the original drawing (Exhibit F, CS-208) is missing and requires contractor field verification of culvert size and area inlets. Sumps: Four sump locations (PC PJ4A, PC PJ5A, PC PJ5B, PC PJ7B) require installation or replacement of sump basins, pumps, electrical connections, and plumbing, with most involving removal of existing systems, 8-inch grade removal, geotechnical fabric installation, 6-inch ballast rock placement, and union installation at the pump.
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Text version
EXHIBIT R - JMMU Target Designation Ref:
TAB D - Drainage (ditches, culverts & sump pumps) drainage ditches option task #9 (feet) exclude grading (feet) in base bid as part of target work (feet) notes
Drainage Lane 3 446 Drainage C30 121 C36 636 is part of the base bid for work at this Cluster C40 182
BP44 616
BP46 1,041
MAT52 1,129
MAT54 939
MAT56 2,046
MAT58 1,399
MAT60 1,266
SAT412 76
SAT420 Exclude ditch graded in FY25 506
SAT424 181
SAT422 176
SAT426 124
SAT428 161
SAT432 506
SAT434 110
SAT436 113
SAT438 362
SAT442 168
SAT450 780
SAT450a 835
SAT452 191
SAT454 405 is part of the base bid for work at this SAT
SAT456 414
SAT 458 & 460 599 is part of the base bid for work at this SAT
SAT462 253
SAT464 293
SAT470 608 along a part of back side of MAT54
SAT484 224
SAT486 485
SAT496 222
PC PJ2B 74
TOTAL 15541 506 1640
Drainage general note: all ditches to be regraded to V-ditch.
Culverts option task #9 (feet) notes on lane 3, south of SAT456 38 south of SAT 456 J3E-B Culvert 918 Lane 3 in depression near East End of Lane.
J2E-B culvert 805 Lane 2, depression at East end of lane.
J1E-B Culvert 941 Lane 1, in depression near East end of lane.
J1E-A Culvert 58 Lane 1 at depression before East end of lane.
Sheet CS-157 (pg 141 of 451) Area inlet on each end
J2E-A Culvert 58 Lane 2, depression at East end of lane.
CS-156 (140 of 451) Area inlet on each end
J3E-A Culvert 64 Lane 3 in depression near East end of lane.
sheet CS-171 (145 of 451). Area inlet on each end
J4D-A Culvert 56
Lane 4 in depression near East end of lane.
Sheet CS-182 (150 of 451) contractor to verify if area inlet on north side.
SR-6 culvert 128 250-feet southeast of MAT54 Sheet SC-182 (150 of 451)
TOTAL 3066
Culvert General Notes: Original drawing (Exhibit F) CS-208 missing contractor to field verify culvert size and area inlets.
Sumps
PC PJ4A
PC PJ5A
PC PJ5B
PC PJ7B
install new sump basin, pump, electrical to pump and plumbing. Install union at sump pump.
remove existing sump pump system, Remove 8-inches grade, install geotechnical fabric, install 6 inches ballast rock, install new sump basin, pump, electrical to pump and plumbing. Install union at sump pump.
remove existing sump pump system, Remove 8-inches grade, install geotechnical fabric, install 6 inches ballast rock, install new sump basin, pump, electrical to pump and plumbing. Install union at sump pump.
remove existing sump pump system, Remove 8-inches grade, install geotechnical fabric, install 6 inches ballast rock, install new sump basin, pump, electrical to pump and plumbing. Install union at sump pump.
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