Amendment 0006 - ATT 1 - 655-401 Expand Site - Site Utility Structures 1-8-2025.xlsx
XLSX spreadsheet 104 KB Posted
- Solicitation number
- 36C77624R0154
About this file
This file is a detailed spreadsheet listing utility structures and specifications for a construction project at a VA medical facility in Saginaw, Michigan. The document catalogs information about storm drains, catch basins, manholes, electrical manholes, signal manholes, and other underground utility structures, including their precise locations (using northing/easting coordinates), rim elevations, and invert elevations for connected pipes.
The spreadsheet contains detailed specifications for nearly 400 utility structures, documenting both existing and new installations. Key components include storm water management systems with pipe sizes ranging from 4" to 96", electrical and communications duct banks, and various types of precast concrete structures. The document includes specific details about drainage patterns, utility connections, and infrastructure modifications required for site expansion, with particular attention to storm water management, electrical distribution, and communications systems integration. Many structures are referenced to project number 655-401 which appears to be the main site expansion project number.
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As-Built 001-070
| 001 | 011 | 021 - STORM | 031 - CATCH BASIN | 041 - CATCH BASIN | 051 - CATCH BASIN | 061 - CATCH BASIN |
| CSMH-001 COMB MH, Brick Construction, 4' Dia | COMB MH, Precast Construction, 4' Dia | STORM MH, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia | CATCH BASIN, Brick Construction, 4' Dia | CATCH BASIN, Precast Construction, 3' Dia |
| N. 708660.4 E. 13231016.2 RIM = 602.54 | N. 709100.6 E. 13230830.8 | N. 708932.3 E. 13230622.5 | N. 708935.2 E. 13231105.0 | N. 709399.0 E. 13230976.2 | N. 708960.2 E. 13230928.2 | N. 709283.5 E. 13231032.8 |
| 8" INV. NE=598.34 TO CB162 | RIM = 609.99 | RIM = 605.36 | RIM = 597.78 | RIM = 600.68 | RIM = 598.89 | RIM = 602.29 |
| 4" INV. W=597.00 - CLAY DRAIN FROM SMH107 | 6" INV. W = 594.34 - PVC TO BLDG 22 | 10" INV. N=591.16 - CONCRETE TO MH21 | 15" INV. W = 592.43 - CONCRETE TO MH30 | 18" INV. SE=590.00 - CONCRETE TO CB128 | 4" INV. N = 592.54 - CLAY FROM BLDG 1 | 4" INV. N = 599.86 - PVC TO MH28 |
| 10" INV. E=593.30 - CONCRETE FROM WYE | 6" INV. SE = 599.09 - PVC TO CB56 | 15" INV. S=591.16 - CONCRETE TO MH18 | RENAMED CB#150 | 18" INV. N=593.16 - CONCRETE FROM CB42 | 4" INV. SW = 593.99 - CLAY FROM BLDG 1 | |
| 21" INV. N=584.74 - CONCRETE FROM MH2 | 8" INV. NE = 593.97 - PVC TO SDMH10 | 15" INV. NE=591.21 - CONCRETE TO MH23 | 2" HPDE FROM EMH SUMP PUMP | 6" INV. W = 592.24 - CLAY FROM BLDG 1 | ||
| 21" INV. S=584.74 CONCRETE TO CITY96" | 8" INV. W = 597.71 - PVC TO BLDG 22 | 6" INV. NW=594.07 - PVC GREASE LINE BLDG 1 | ||||
| 21" INV. NE=585.27 - CONCRETE FROM MH29 | 4" INV. SW = 603.78 PERF UNDERDRAIN | 6" INV. S = 593.86 - CLAY FROM BLDG 1 | ||||
| 10" INV. SE = 592.11 - CONCRETE TO MH4 |
| 002 | 012 | 022 | 032 - STORM | 042 - STORM | 052 - CATCH BASIN | 062 - STORM |
| CSMH-002 COMB MH, Brick Construction, 4' Dia | COMB MH, Brick Construction, 4' Dia | COMB MH, Brick Construction, 4' Dia | STORM MH, Precast Construction, 4' Dia | STORM MH, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 3' Dia | STORM MH, Precast Construction, 4' Dia |
| N. 708775.8 E. 13231016.2 | N. 708775.7 E. 13230894.6 | N. 709034.2 E. 13230622.2 | N. 709027.2 E. 13231073.9 | N. 709485.5 E. 13230982.9 | N. 708961.2 E. 13230997.6 | N. 709367.9 E. 13230690.2 |
| RIM = 604.29 | RIM = 606.36 | RIM = 604.60 | RIM = 600.71 | RIM = 600.82 | RIM = 598.48 | RIM = 602.24 |
| 6" INV. N=595.41 - PVC FROM BLDG 1 | 6" INV. N = 587.74 FROM MH13 | 6" INV. W=592.42 TO BLDG 4 | 12" INV. E = 592.51 - CONCRETE FROM CB33 | 18" INV. S=594.02 - CONCRETE TO CB41 | 6" INV. N = 595.16 - PVC TO UNK | 12" INV. SW = 594.29 - CONCRETE TO MH65 |
| 15" INV. NE=585.84 - CONCRETE FROM MH3 | 6" INV. N = 594.46 - CLAY UNK | 6" INV. W=599.30 - STEEL TO BLDG 4 | 21" INV. S = 586.66 - CONCRETE TO MH27 | 12" INV. SE.=595.89 58LF RCP FROM CB140 | NEW INV.8"S.=595.16 | 12" INV. E = 595.89 - CONCRETE FROM CB64 |
| 18" INV. W=585.71 - CONCRETE FROM MH12 | 6" INV. NW = 601.66 - CPP UNK | 8" INV. E=595.48 - STEEL TO UNK | 21" INV. N = 586.71 - CONCRETE FROM MH34 | 12" INV.W.=594.50 132LF RCP FROM CB146 | FUTURE PROJECT FROM FUTURE CB151 | 12" INV. W = 596.21 - CONCRETE FROM CB63 |
| 21" INV. S=585.47 - CONCRETE TO MH1 | 18" INV. E = 587.21 - CONCRETE TO MH2 | 10" INV. S=592.15 - CONCRETE TO MH21 | 18" INV.N.=594.04 63LF RCP FROM CB45 | NEW INV.12"W.=597.66 | ||
| 21" INV. N=585.89 - CONCRETE FROM BLDG 1 | 18" INV. W = 587.36 - CONCRETE FROM MH14 | 10" INV. N=592.44 - CONCRETE TO UNK | 655-10-106 |
| 003 | 013 - SANITARY | 023 | 033 - CATCH BASIN | 043 - CATCH BASIN | 053 - CATCH BASIN | 063 - CATCH BASIN |
| CSMH-003 COMB MH, Brick Construction, 4' Dia | SANITARY MH, Brick Construction, 4' Dia | COMBINED MH, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 3' Sq | CATCH BASIN, Precast Construction, 4' Dia |
| N. 708852.8 E. 13231062.1 | N. 708813.6 E. 13230895.5 | N. 709032.1 E. 13230661.0 | N. 709027.5 E. 13231105.8 | N. 709487.6 E. 13230948.1 | N. 708990.6 E. 13231055.8 | N. 709368.2 E. 13230675.6 |
| RIM = 603.18 | RIM = 609.22 | RIM = 605.07 | RIM = 600.08 | RIM = 599.92 | RIM = 600.15 | RIM = 602.29 |
| 15" INV. SW = 587.10 - CONCRETE TO MH2 | 6" INV. S = 595.01 TO MH12 | 12" INV. W=599.20 - CONCRETE TO CB92 | 12" INV. W = 595.35 - CONCRETE TO MH33 | 12" INV. E = 594.40 - CONCRETE | 8" INV. NW = 591.70 - CONCRETE TO MH6 | 12" INV. E = 596.64 - CONCRETE TO MH62 |
| 15" INV. N587.23-CONCRETE FROM MH4 Capped) | 6" INV. N = 595.10 FROM BLDG 1 | 15" INV. SW = 591.89 - CONCRETE TO 21 | 12" INV. W = 594.50 - CONCRETE | DEMOLISHED 655-10-106 | ||
| 15" INV. NE 587.23-CONCRETE FROM MH4 | 6" INV. E = 595.32 FROM BLDG 1 | 15" INV. N = 591.93 - CONCRETE TO MH24 | DEMOLISHED 655-10-106 | |||
| (15" RE-ROUTED AROUND NEW STAIR) | 6" INV. NE = 600.62 - CLAY FROM BLDG 1 | |||||
| 6" INV. E = 601.54 - CLAY FROM BLDG 1 |
| 004 | 014 | 024 | 034 | 044 - CATCH BASIN | 054 - CATCH BASIN | 064 - CATCH BASIN |
| CSMH-004 COMB MH, Brick Construction, 4' Dia | COMB MH, Brick Construction, 4' Dia | COMB MH, Precast Construction, 4' Dia | COMBINED MH, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia |
| N. 708914.5 E. 13231063.4 | N. 708775.9 E. 13230848.7 | N. 709142.8 E. 13230657.5 | N. 709114.3 E. 13231071.2 | N. 709486.8 E. 13230832.0 | N. 709008.8 E. 13231021.7 | N. 709364.9 E. 13230701.9 |
| RIM = 599.16 | RIM = 606.63 | RIM = 605.93 | RIM = 602.13 | RIM = 599.92 | RIM = 599.83 | RIM = 602.19 |
| 4" INV. SE = 592.09 - STEEL UNK | 6" INV. N = 587.81 FROM MH15 | 12" INV. N = 594.10 - CONCRETE TO MH25 | 8" INV. E = 593.23 - CONCRETE FROM CB36 | 12" INV. E = 594.82 - CONCRETE | 12" INV. SE = 594.78 - CONCRETE TO MH6 | 12" INV. W = 596.24 - CONCRETE TO MH62 |
| 8" INV. NE = 591.56 - CONCRETE FROM MH27 | 15" INV. W = 587.63 - CONCRETE FROM MH16 | 15" INV. S = 592.46 - CONCRETE TO MH23 | 12" INV. W = 594.83 - CONCRETE FROM CB35 | DEMOLISHED 655-10-106 | DEMOLISHED 655-10-106 | |
| 10" INV. NW = 590.41 - CONCRETE FROM CB51 | 18" INV. E = 587.63 - CONCRETE TO MH12 | 15" INV. NW=592.49 - CONCRETE TO MH26 | 21" INV. S=( UNK )-CONCRETE TO MH32 | |||
| 12" INV. NNW = 587.94 - CONCRETE FROM MH5 | 21" INV. N=( UNK )-CONCRETE TO MH37 | |||||
| 15" INV. S = 587.81 - CONCRETE TO MH3 |
| 005 | 015 - SANITARY | 025 | 035 - CATCH BASIN | 045 - STORM | 055 - CATCH BASIN | 065 |
| COMB MH, Brick Construction, 4' Dia | SANITARY MH, Brick Construction, 4' Dia | COMB MH, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia | STORM MH, Precast Construction, 4' Dia | (REMOVED 2012) | COMBINED MH, Precast Construction, 4' Dia |
| N. 708968.3 E. 13231050.4 | N. 708819.7 E. 13230848.6 | N. 709155.9 E. 13230653.6 | N. 709107.2 E. 13231044.4 | N. 709549.3 E. 13230985.9 | CATCH BASIN, Precast Construction, 4' Dia | N. 709266.0 E. 13230643.9 |
| RIM = 599.50 | RIM = 609.21 | RIM = 605.64 | RIM = 602.68 | RIM = 601.62 | RIM = 604.90 | RIM = 600.91 |
| 4" INV. NW = 591.68 - PVC UKN | 0" INV. N = 595.13 FROM BLDG 1 | 6" INV. N = 594.26 FROM BLDG 22 | 12" INV. E = 594.57 - CONCRETE TO MH34 | 12" INV. NW = 595.89 - CONCRETE | 12" INV. W = 599.56 - CONCRETE | 8" INV. SE=595.71 PVC FROM BLDG 22 & YD |
| 12" INV. SSE = 588.53 - CONCRETE TO MH4 | 0" INV. W = 595.36 FROM BLDG 1 | 6" INV. NE = 594.64 - PVC FROM CB70 | 15" INV. S = 594.79 - CONCRETE | FROM YARD DRAIN AND RETENTION BASIN | ||
| 12" INV. NNW = 588.55 - CONCRETE FROM MH6 | 0" INV. NE = 596.89 FROM BLDG 1 | 8" INV. NW = 594.42 FROM YARD DRAIN | DEMOLISHED 655-10-106 | 12" INV. SW = 593.86 - CONCRETE TO CB66 | ||
| 12" INV. N = 588.59 - CONCRETE UNK | 6" INV. S = 595.11 TO MH14 | YARD DRAIN CONNECTED TO RETENTION BASIN | 12" INV. NE = 593.96 - CONCRETE TO MH62 | |||
| 6" INV. NW = 601.46 - CLAY FROM BLDG 1 | 12" INV. S = 594.22 - CONCRETE TO MH24 | |||||
| 6" INV. W = 601.71 - CLAY FROM BLDG 1 |
| 006 | 016 | 026 | 036 - CATCH BASIN | 046 - CATCH BASIN | 056 - CATCH BASIN | 066 - CATCH BASIN |
| COMB MH, Brick Construction, 4' Dia | COMB MH, Brick Construction, 4' Dia | COMB MH, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Sq | CATCH BASIN, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia |
| N. 708996.9 E. 13231043.6 | N. 708776.0 E. 13230738.9 | N. 709177.1 E. 13230556.9 | N. 709114.0 E. 13231095.9 | N. 709605.7 E. 13230947.6 | RIM = 605.38 | N. 709242.7345 E. 13230589.1 |
| RIM = 600.46 | RIM = 605.47 | RIM = 601.63 | RIM = 601.00 | RIM = 600.50 | 6" INV. NW = 602.34 - PVC TO MH11 | RIM = 599.98 |
| 6" INV. W = 591.46 - PVC FROM BLDG 1 | 6" INV. N = 589.36 - CLAY UNK | 4" INV. NW=594.24-PVC DRAIN FOR EMH110 | 8" INV. W = 593.80 - CONCRETE TO MH34 | 12" INV. SE = 596.11 - CONCRETE | 12" INV. NE = 593.56 - CONCRETE FROM MH65 | |
| 8" INV. SE = 591.21 - CONCRETE FROM CB53 | 6" INV. SW= 599.57 TO MH 105 | 6" INV. NE =596.43-PVC FROM BLDG 22 | 12" INV. W = 596.16 - CONCRETE | 12" INV. SW = 593.58 - CONCRETE TO CB67 | ||
| 12" INV. SSE = 588.83 - CONCRETE TO MH5 | 10" INV. SW= 592.55-CONCRETE TO MH159 | 12" INV. SE=596.46-CONCRETE FROM CB69 | DEMOLISHED 655-10-106 | |||
| 12" INV. NW = 589.02 - CONCRETE FROM CB54 | 15" INV. E= 588.44-CONCRETE TO MH14 | 15" INV. SE=592.95 - CONCRETE TO MH24 | ||||
| 12" INV. NW = 592.67 - CONCRETE FROM MH169 | 15" INV. NW=588.67-CONCRETE TO MH17 | 15" INV. N=593.01-CONCRETE FROM MH67 |
| 007 | 017 | 027 | 037 - STORM | 047 - CATCH BASIN | 057 | 067 |
| COMB MH, Precast Construction, 4' Dia | COMB MH, Brick Construction, 4' Dia | COMB MH, Precast Construction, 4' Sq | STORM MH, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia | COMB MH, Precast Construction, 4' Dia | COMBINED , Precast Construction, 4' Dia |
| N. 709104.3 E. 13230957.8 | N. 708816.2 E. 13230624.0 | N. 708954.4 E. 13231078.6 | N. 709187.26 E. 13231067.24 | N. 709605.8 E. 13230832.2 | N. 709253.4 E. 13230885.0 | N. 709227.5 E. 13230557.4 |
| RIM = 605.54 | RIM = 604.61 | RIM = 598.75 | RIM = 601.16 | RIM = 600.47 | RIM = 603.91 | RIM = 600.15 |
| 4" INV. W = 596.59 - PVC DRAIN FROM EMH112 | 4" INV. NW = 598.99 FROM BLDG 2 | 8" INV. NE = 591.57 - CONCRETE WYE INTO | 6" INV. NW = 595.38 - PVC FROM UNK | 12" INV. E = 596.12 - CONCRETE | 8" INV. W = 593.56 - PVC FROM MH58 | 6" INV. NW = 595.93 - PVC TO BLDG 21 |
| 12" INV. SE = 590.07 - CONCRETE TO MH169 | 6" INV. W = 590.11 FROM BLDG 2 | 21"SS BETWEEN MH30 AND MH32 | 12" INV. SW=594.79-CONCRETE FROM CB38 | DEMOLISHED 655-10-106 | 8" INV. E = 598.26 - PVC FROM CB60 | 12" INV. NE = 593.40 - CONCRETE FROM MH66 |
| 12" INV. N = 590.22 - CONCRETE FROM MH8 | 12" INV. SE.=597.00 FROM CB167 | 8" INV. SW = 591.90 - CONCRETE TO MH4 | 12" INV. E=594.93 - CONCRETE FROM CB39 | 12" INV. S = 593.49 - CONCRETE TO MH9 | 12" INV. N = 594.65 - CONCRETE FROM CB68 | |
| 12" INV. E = 599.56 - CONCRETE UNK | 15" INV. SE=589.65-CONCRETE TO MH16 | 18" INV. N=587.48 - CONCRETE TO MH40 | 15" INV. S = 593.25 - CONCRETE TO MH26 | |||
| 8" INV. S.=589.42 - SDR 26 FROM UNMARKED CB | 15" INV. N= 589.73-CONCRETE TO MH158 | 21" INV. S=587.43 - CONCRETE TO MH34 | COMBINED SEWER WITH OPEN LID NO TRAP |
| 008 | 018 | 028 - SANITARY | 038 - CATCH BASIN | 048 - CATCH BASIN | 058 | 068 - CATCH BASIN |
| COMB MH, Precast Construction, 4' Dia | COMB MH, Brick Construction, 4' Dia | SANITARY MH, Brick Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Sq | COMB MH, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia |
| N. 709166.5 E. 13230959.3 | N. 708915.8 E. 13230623.3 | N. 709292.2 E. 13230972.0 | N. 709171.3 E. 13231030.2 | N. 708627.9 E. 13231041.2 | N. 709262.2 E. 13230846.4 | N. 709242.6 E. 13230563.8 |
| RIM = 606.13 | RIM = 605.37 | RIM = 602.44 | RIM = 603.05 | RIM = 602.18 | RIM = 603.20 | RIM = 600.20 |
| 12" INV. S = 590.80 - CONCRETE TO MH7 | 6" INV. W = 590.95 TO BLDG 3 | 4" INV. E = 593.51 - CLAY FROM CB61 | 12" INV. NE = 596.72 - CONCRETE TO MH37 | 8" INV. N = 594.86 - STEEL TO MH001 | 6" INV. W = 594.60 - PVC FROM (CAPPED) | 12" INV. S = 595.07 - CONCRETE TO MH67 |
| 12" INV. W = 591.79 - CONCRETE FROM MH9 | 8" INV. WNW = 597.47 TO BLDG 3 | 4" INV. NW = 595.92 - CLAY FROM BLDG 9 | 12" INV. NW=596.75-CONCRETE FROM UNK | 8" INV. E = 593.95 - PVC TO MH57 | (BURIED? NOT VISIBLE | |
| 8" INV. NE.=599.46 - SDR 26 FROM CB153 | 12" INV. E = 597.27 - CLAY TO MH19 | 4" INV. SE = 596.82 - STEEL FROM BLDG 6 | 4" INV. NW.=594.00 FROM BLDG 35 TRENCH DRAIN | 655-10-106 | ||
| 15" INV. S=590.59-CONCRETE TO MH158 | 6" INV. W = 592.64 - CLAY FROM BUILDING 9 | 8" INV. SW.=594.59 TO MH308 | ||||
| 15" INV. N=590.90-CONCRETE TO MH21 | 10" INV. S = 592.44 - CONCRETE TO MH169 |
| 009 | 019 - SANITARY | 029 - STORM | 039 - CATCH BASIN | 049 - CATCH BASIN | 059 - CATCH BASIN | 069 - CATCH BASIN |
| COMB MH, Precast Construction, 4' Dia | SANITARY MH, Brick Construction, 4' Dia | STORM MH, Brick Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 3' Sq | CATCH BASIN, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia |
| N. 709169.5 E. 13230874.6 | N. 708912.4 E. 13230718.8 | N. 708708.5 E. 13231092.8 | N. 709192.2 E. 13231080.0 | N. 708657.7 E. 13231084.2 | N. 709312.2 E. 13230842.5 | N. 709162.4 E. 13230565.5 |
| RIM = 608.78 | RIM = 611.32 | RIM = 602.10 | RIM = 600.80 | RIM = 601.40 | RIM = 602.72 | RIM = 601.87 |
| 12" INV. E = 592.63 - CONCRETE TO MH8 | 6" INV. N = 598.47 FROM BLDG 1 | 21" INV. SW = 585.47 - CONCRETE TO MH1 | 12" INV. W=596.44-CONCRETE TO MH37 | 8" INV. W = 594.28 - STEEL TO SANITARY MANHOLE SWR001 | 8" INV. S = 597.14 - PVC | 12" INV. NW = 596.77 - CONCRETE TO MH26 |
| 12" INV. S = 592.68 - CONCRETE FROM MH10 | 10" INV. E = 597.99 FROM MH 20 | 21" INV. N = 586.02 - CONCRETE FROM MH30 | 8" INV. N = 594.45 - STEEL CUT AND CAPPED-WAS LINE TO | DEMOLISHED 655-10-106 | ||
| 12" INV. N = 592.93 - CONCRETE FROM MH57 | 12" INV. W = 597.94 - CLAY TO MH18 | INV.8"SW.=598.19 FROM CB161 | CB050- WHICH WAS DEMOLISHED WHEN DRIVE WAS SHIFTED | |||
| 12" INV. W = 592.98 - CONCRETE UNK | INV.8"SE.=598.20FROM CB160 | 655-13-113 |
| 010 | 020 - SANITARY | 030 - STORM | 040 - STORM | 050 - CATCH BASIN | 060 - CATCH BASIN | 070 - CATCH BASIN |
| COMB MH, Precast Construction, 4' Dia | SANITARY MH, Brick Construction, 4' Dia | STORM MH, Precast Construction, 4' Dia | STORM MH, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 3' Sq | CATCH BASIN, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia |
| N. 709151.0 E. 13230867.7 | N. 708913.1 E. 13230787.4 | N. 708934.5 E. 13231094.0 | N. 709360.8 E. 13231069.4 | N. 708657.5 E. 13231105.5 | N. 709250.7 E. 13230897.6 | N. 709164.6145 E. 13230677.8 |
| RIM = 608.62 | RIM = 611.21 | RIM = 598.09 | RIM = 602.68 | RIM = 601.45 | RIM = 602.93 | RIM = 606.72 |
| 8" INV. SW = 592.99 - PVC FROM MH11 | 4" INV. E = 598.96 FROM BLDG 1 | 15" INV. E = 592.29 - CONCRETE UNK | 18" INV. S = 589.80 - CONCRETE TO MH37 | 8" INV. W = 596.90 - STEEL | 8" INV. W = 598.33 - PVC TO MH57 | 6" INV. SW = 594.92 - PVC TO MH25 |
| 12" INV. N = 592.99 - CONCRETE FROM CB152 | 6" INV. S = 598.96 FROM BLDG 1 | 21" INV. S = 586.34 - CONCRETE TO MH29 | 18" INV. NW=589.95 - CONCRETE TO CB128 | DEMOLISHED 655-13-111 | ||
| 12" INV. SE = 602.25 - CONCRETE FROM CB89 | 10" INV. W = 598.96 TO MH19 | 21" INV. N = 586.39 - CONCRETE FROM MH32 | 18" INV. SW.=597.68 TO CB127 | |||
| 12" INV. NW = 602.57 - CONCRETE UNK | 8" INV. SE.=593.46 - SDR 26 FROM CB31 | 12" INV. SSW.=595.51 130LF HDPE TO CB322 | ||||
| 8" INV.NW.=603.61 - SDR 26 FROM CB90 | 8" INV.SW.=593.41 -SDR 26 FROM CB#149 |
As-Built 071-140
| 071 - STORM | 081 - CATCH BASIN | 091 - CATCH BASIN | 101 - ELECTRICAL MH (EMH) | 111 - ELECTRICAL MH (EMH) | 121 | 131 - CATCH BASIN |
| STORM MH, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia | CATCH BASIN, Precast Construction, 3' Sq | ELECTRIC MH, Precast Construction, 4' x 5' | ELECTRIC MH, Precast Construction, 4' x 5' | GREASE TRAP MH, Precast Construction, 2' Dia | CATCH BASIN |
| RIM = 603.75 | RIM = 601.14 | N. 709226.9 E. 13230960.4 | N. 709006.2 E. 13230688.5 | N. 709112.8 E. 13230910.6 | N. 708958.0 E. 13230959.5 | 48" PRE-CAST CATCH BASIN W/2'SUMP |
| 18" INV. N = 585.87 - CONCRETE | 10" INV. S = 597.89 - CONCRETE | RIM = 601.43 | RIM = 606.10 | RIM = 607.18 | RIM = 598.86 | W/ E.J.I.W. CASTING #1040 W/M1 GRATE |
| 18" INV. S = 585.87 - CONCRETE | CITY OF SAGINAW-WEISS @WOODBRIDGE | 6" INV. E = 595.67 - STEEL TO BLDG 6 | Wires E-W (1) FEEDER # 1 | Unable to Field Verify - FEEDER # 1 | RIM=601.80 | |
| CITY OF SAGINAW | 8" INV. NE = 594.99 -SDR-35 TO SWR028 | Wires S-E (2) FEEDER # 2 | Unable to Field Verify - FEEDER # 2 | INV.18"E.=590.63 58LF RCP TO CB130 | ||
| DELAWARE BLVD-SOUTH OF WEISS STREET | TIED IN BETWEEN MH9 & MH57 | Wires S-W (3) FEEDER # 2 | INV.18" NW.=590.63 56LF RCP FROM UNK | |||
| POSSIBLE BLDG 30 TIE IN? | ||||||
| 072 - STORM | 082 - CATCH BASIN | 092 - CATCH BASIN | 102 - ELECTRICAL MH (EMH) | 112 - ELECTRICAL MH (EMH) | 122 | 132 - CATCH BASIN |
| STORM MH, Precast Construction, 8' Dia | CATCH BASIN, Precast Construction, 3' Dia | CATCH BASIN, Brick Construction, 4' Dia | ELECTRIC MH, Precast Construction, 4' x 5' | ELECTRIC MH, Precast Construction, 4' x 5' | GREASE TRAP MH, Precast Construction, 2' Dia | CATCH BASIN |
| RIM = 603.10 | RIM = 601.49 | N. 709035.2 E. 13230634.8 | N. 708969.3 E. 13230602.8 | N. 709108.0 E. 13230914.2 | N. 708957.4 E. 13230966.9 | 36" PRE-CAST CATCH BASIN W/2'SUMP |
| 18" INV. S = 579.75 - CONCRETE | 10" INV. N = 598.43 - CONCRETE | RIM = 604.25 | RIM = 605.62 | RIM = 607.07 | RIM = 599.02 | W/ E.J.I.W. CASTING #7205 W/M1 GRATE |
| 96" INV. W = 579.75 - CONCRETE | CITY OF SAGINAW-WEISS @MASON | 12" INV. E = 599.35 - CONCRETE TO MH23 | Wires W-S (1) FEEDER # 1 | Wires N-S | RIM=601.90 | |
| 96" INV. E = 579.75 - CONCRETE | Wires W-N (1) FEEDER # 1 | INV.12"E.=597.90 W/TRAP TO MH62 | ||||
| CITY OF SAGINAW | Wires W-E (2) FEEDER # 1 | |||||
| CENTER OF WEISS STREET NORTH OF DELAWARE | Wires N-S (1) FEEDER # 2 | |||||
| 073 - CATCH BASIN | 083 - STORM | 093 | 103 - ELECTRICAL MH (EMH) | 113 - SIGNAL MH (SMH) | 123 - ELECTRICAL MH (EMH) | 133 - CATCH BASIN |
| CATCH BASIN, Precast Construction, 3' Dia | STORM MH, Precast Construction, 4' Dia | WATER METER PIT, Precast Construction, Vault | ELECTRIC MH, Precast Construction, 4' x 5' | SIGNAL MH, Precast Construction, 4' x 5' | ELECTRIC MH, Precast Construction, 4' X 5' | CATCH BASIN |
| RIM = 602.11 | RIM = 601.87 | RIM = 604.09 | N. 708863.4 E. 13230606.6 | N. 709112.9 E. 13230615.4 | N. 708922.3 E. 13230695.0 | 48" PRE-CAST CATCH BASIN W/2'SUMP |
| 10" INV. NE = 598.91 - CONCRETE TO CB74 | 60" INV. N = 582.87 - CONCRETE | 10" Top of Pipe E-W = 597.69 - STEEL | RIM = 605.02 INV.=601.35 | RIM = 605.03 | RIM = 611.01 | W/ E.J.I.W. CASTING #7205 W/M1 GRATE |
| 60" INV. S = 582.87 - CONCRETE | DEMOLISHED - DOES NOT EXIST | INV.=601.35 | 4" PVC TO MH 172 | Wires N-S | RIM=600.70 | |
| CITY OF SAGINAW-MASON STREET | 3) 4"C N. W/3 #4/0 AWG CU. 15kV CCLP W/#2 GND TO EMH102 | 4" PVC TO MH 172 | INV.18"SE.=590.68 | |||
| SOUTH OF WEISS STREET | 1) 4" N. SPARE TO EMH102 | 4" PVC TO MH 104 | INV.12"N.=590.68 | |||
| 1) 4"C W. W/3 #4/0 AWG CU. 15kV CCLP W/#2GND TO LS#1 | 4" PVC TO MH 104 | |||||
| 1) 4" W. SPARE TO Ls#1 | ||||||
| 3) 3" N. SPARE NORTH TO EMH114 | ||||||
| 3) 4"C S. W/3 #4/0 AWG CU. 15kV CCLP W/#2 GND TO EMH105 | ||||||
| 1) 4" SPARE SOUTH TO EMH105 | ||||||
| 074 - CATCH BASIN | 084 - CATCH BASIN | 094 | 104 - SIGNAL MH (SMH) | 114 - ELECTRICAL MH (EMH) | 124 | 134 - CATCH BASIN |
| CATCH BASIN, Precast Construction, 3' Sq | CATCH BASIN, Precast Construction, 3' Dia | WATER ACCESS MH, Precast Construction, Vault | SIGNAL MH, Precast Construction, 4' x 5' | ELECTRIC MH, Precast Construction, 4' x 5' | UTILITY MH, UFV Construction, UFV Size | CATCH BASIN |
| N. 708658.5 E. 13230634.1 | RIM = 601.63 | RIM = 602.18 | N. 708867.8 E. 13230610.2 | N. 709108.3 E. 13230611.7 | RIM = 602.03 (REMOVED 2012) | 48" PRE-CAST CATCH BASIN W/2'SUMP |
| RIM = 602.73 | 10" INV. NE = 598.05 - CONCRETE | 8" Top of Pipe N-S = 597.13 - STEEL | RIM = 605.00 | RIM = 604.98 | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | |
| 8" INV. E = 597.11 - STEEL TO CB75 | CITY OF SAGINAW-WEISS @MASON | DEMOLISHED | Wires N-S | GROUND STRAPS ONLY | RIM=600.70 | |
| 10" INV. SW = 598.43 - CONCRETE TO CB73 | (X)"C TO BUILDING 1 JB IN MAINTENACNE SHOP | INV.12"N.=594.64 126LF RCP FROM CB135 | ||||
| (X)"C TO BUILDING 1 JB IN MAINTENACNE SHOP | INV.12"S.=590.97 116LF RCP TO CB133 | |||||
| 4"C TO SMH 21 | INV.NW.=594.02 194LF RCP FROM CB138 | |||||
| (X)"C TO BUILDING 3 JB IN BSMT I.T. ROOM |
| 075 - CATCH BASIN | 085 - CATCH BASIN | 095 | 105 | 115 - ELECTRICAL MH (EMH) | 125 | 135 - CATCH BASIN |
| CATCH BASIN, Precast Construction, 3' Sq | CATCH BASIN, Precast Construction, 4' Dia | WATER METER PIT, Precast Construction, Vault | ELECTRIC MH, Precast Construction, 4' x 5' | ELECTRIC MH, Precast Construction, 4' x 5' | GATE VALVE-WELL, Brick Construction, 4' Dia | CATCH BASIN |
| N. 708657.9 E. 13230655.1 | N. 708624.7 E. 13231130.5 | RIM = 602.53 | N. 708680.8 E. 13230624.6 WIRES N-W Feeders 1,2,&3 | RIM = 603.15 | RIM = 602.00 | 36" PRE-CAST CATCH BASIN W/2'SUMP |
| RIM = 602.72 | RIM = 601.70 | 8" Top of Pipe N-S = 597.13 - STEEL | RIM = 603.95 | VACANT | Top of Pipe = 601.20 - STEEL | W/ E.J.I.W. CASTING #7205 W/M1 GRATE |
| 8" INV. E = 594.10 TO WYE CB77/CB106 | 10" INV. S = 598.28 - CONCRETE | DEMOLISHED | INV. N.=600.28 | DEMOLISHED 655-10-106 | CITY OF SAGINAW NORTH SIDE BY R.R.TRACKS | RIM=600.70 |
| 8" INV. W = 597.05 - STEEL TO CB74 | CITY OF SAGINAW-WEISS @MASON | 3) 4"C W/3 #4/0 AWG CU. 15kV CCLP W/ #2 GND. | INV.12"S.=594.95 126LF RCP TO CB134 | |||
| 12" INV. N = 593.79 - STEEL TO MH159 | NORTH SIDE OF WEISS | 1) 4"C SPARE | INV.8"NW.594.95 110LF SDR-26 FROM CB136 | |||
| INV. W.=600.28 | ||||||
| 3) 4"C W/3 #4/0 AWG CU. 15kV CCLP W/ #2 GND. | ||||||
| 1) 4"C SPARE | ||||||
| 1) 1" SPARE TO BLDG 20 AND MH 103 | ||||||
| 6" INV. NE = ( ) DRAIN TO MH16 | ||||||
| 076 - CATCH BASIN | 086 | 096 | 106 - SIGNAL MH (SMH) | 116 | 126 | 136 - CATCH BASIN |
| CATCH BASIN, Precast Construction, 2' Dia | STORM MH, Precast Construction, 8' Dia | GATE VALVE-WELL, Precast Construction, Vault | SIGNAL MH, Precast Construction, 4' x 5' | STEAM MH, Precast Construction, 4' x 5' | GATE VALVE-WELL, Precast Construction, 4' x 5' | CATCH BASIN |
| N. 708709.6 E. 13230559.7 | RIM = 601.95 | RIM = 602.10 | N. 708660.0 E. 13230749.3 | N. 709221.4 E. 13230917.4 | RIM = 602.37 | 36" PRE-CAST CATCH BASIN W/2'SUMP |
| RIM = 603.27 | 96" INV. W = 578.55 - CONCRETE | 16" Top of Pipe E-W = 592.40 - STEEL | RIM = 603.99 | RIM = 605.31 GPS 606.03 | 8" Top of Pipe E-W = 596.37 - STEEL | W/ E.J.I.W. CASTING #7205 W/M1 GRATE |
| 6" INV. SE = 602.02 - PVC TO UNK | 96" INV. E = 578.55 - CONCRETE | CITY OF SAGINAW-WEISS STREET EAST OF MASON | Wires N-S | Steam Line N-S | CITY OF SAGINAW NORTH SIDE BY R.R.TRACKS | RIM=600.50 |
| CITY OF SAGINAW-WEISS EAST OF MASON | 4" INV. W = 597.99 DRAIN TO CB75 | DEMOLISHED 655-10-114 | INV.8"SE.=595.50 110LF SDR-26 TO CB135 | |||
| SOUTH SIDE OF WEISS STREET | 4" PVC INV. N=( )TO MH-400 | INV.8"W.=595.52 135LF SDR-26 FROM CB168 | ||||
| 4" PVC INV. N=( )TO MH-400 | ||||||
| 3" C TO POLE SOUTH SIDE OF WEISS (EMPTY) | ||||||
| 3" C TO POLE SOUTH SIDE OF WEISS (EMPTY) | ||||||
| 077 - CATCH BASIN | 087 | 097 | 107 - SIGNAL MH (SMH) | 117 - EXISTING SIGNAL MH (SMH) | 127 - CATCH BASIN | 137 - CATCH BASIN |
| CATCH BASIN, Precast Construction, 4' Sq | STORM MH, Precast Construction, 2' Dia | GATE VALVE-WELL, Precast Construction, Vault | SIGNAL MH, Precast Construction, 4' x 5' | SIGNAL MH, Precast Construction, 4' x 5' | CATCH BASIN | CATCH BASIN |
| N. 708630.0 E. 13230719.3 | N. 709272.8 E. 13230594.6 | RIM = 602.38 | N. 708659.8 E. 13230902.7 | N. 709239.9 E. 13230907.9 | 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP |
| RIM = 602.56 | RIM = 600.90 | 16" Top of Pipe = 596.18 - STEEL | RIM = 604.43 | RIM = 604.00 | W/ E.J.I.W. CASTING #1040 W/M1 GRATE | W/ E.J.I.W. CASTING #1040 W/M1 GRATE |
| 10" INV. N=597.08-STEEL TO WYE | 2" INV. N = 599.65 - STEEL TO BLDG 21 | CITY OF SAGINAW-WEISS STREET WEST OF MASON | 4" INV. E = 597.98 - CLAY DRAIN TO MH1 | Wires N-S | RIM=601.85 | RIM=600.00 |
| BETWEEN EMH106 DRAIN PIPE AND | 4" INV. E = 598.85 - STEEL TO BLDG 21 | (4) 4" PVC INV. N=( )TO B200-1 | (1) 4"PVC TO MANHOLE SMH#389 | INV.8"NE.=597.85 TO MH40 | INV.8"S.=595.00 100LF SDR-26 TO CB138 | |
| CB75 FLOWING WEST TO CB75 | 4" INV. NW = 599.05 - STEEL TO MH65 | DIRECT BURIAL CABLE TO POLE WEST OF CB48 | (2) 4"PVC TO EAST LOT TO MANHOLE SMH#389 (SPAR) | INV.2"SW=597.75 HDPE FROM MH181 SUMP PUMP | ||
| (2) 3" C TO POLE SOUTH SIDE OF WEISS | INV.2"SW=597.75 HDPE FROM MH182 SUMP PUMP | |||||
| FIBER AND COAX IN THESE | ||||||
| 078 - CATCH BASIN | 088 - CATCH BASIN | 098 - SIGNAL MH (SMH) | 108 | 118 - EXISTING ELECTRICAL MH (EMH) | 128 - CATCH BASIN | 138 - CATCH BASIN |
| CATCH BASIN, Block Construction, 4' Dia | CATCH BASIN, Precast Construction, 3' Dia | SIGNAL MH, Precast Construction, 4' x 5' | STEAM MH, Brick Construction, 4' Dia | ELECTRIC MH, Precast Construction, 4' x 5' | CATCH BASIN | 36" PRE-CAST CATCH BASIN W/2'SUMP |
| RIM = 601.54 | RIM = 610.97 | N. 708988.1 E. 13230686.3 | RIM = 599.02 | N. 709236.1 E. 13230903.4 | 60" PRE-CAST CATCH BASIN W/2' SUMP | W/ E.J.I.W. CASTING #1040 W/M1 GRATE |
| 10" INV. NW = 594.06 - CONCRETE | 4" INV. S = 609.87 - PVC | RIM = 607.48 | Pipes SNW | RIM = 603.97 | W/ E.J.I.W. CASTING #1040 W/M1 GRATE | RIM=601.05 |
| 10" INV. NE = 594.09 - CONCRETE | 8" INV. S = 600.08 - STEEL | Wires N-S | 4" INV. NW = 592.02 - STEEL | Wires S-E (1) FEEDER # 1 | RIM=601.50 | INV.8"N.=594.50 100LF SDR-26 FROM CB137 |
| 10" INV. N = 594.49 - CONCRETE | BUILDING 19 TO BLDG 22 SWITCHGEAR ROOM | Wires S-E (1) FEEDER # 2 | EX.INV.18"NW./SE.=589.97± | INV.8"W.=595.45 134LF SDR-26 FROM CB301 | ||
| 15" INV. N = 589.59 - CONCRETE | Wires E Loop Back to E (1) FEEDER | INV.18"W.=589.97± | INV.6"SW.=596.25 164LF PERF HDPE FROM CB299 | |||
| 15" INV. S = 589.59 - CONCRETE | (1) 4'' PVC TO NEW EMH-390 8320V FEEDER 1 LS#4-LS#7 | INV.8"S.=594.50 112 LF SDR-26 FROM CB302 | ||||
| CITY OF SAGINAW-WOODBRIDGE | (1) 4'' PVC TO NEW EMH-390 8320V FEEDER 2 LS#4-LS#7 | INV.12"SE.=594.50 194LF RCP TO CB134 | ||||
| (2) 4'' PVC (SPARE) TO EMH#390 | ||||||
| 079 - CATCH BASIN | 089 - CATCH BASIN | 099 - ELECTRICAL MH (EMH) | 109 - CATCH BASIN | 119 - EXISTING ELECTRICAL MH (EMH) | 129 - CATCH BASIN | 139 - CATCH BASIN |
| CATCH BASIN, Precast Construction, 3' Dia | CATCH BASIN, Precast Construction, 4' Dia | ELECTRICAL MH, Precast Construction, 4' x 5' | CATCH BASIN | ELECTRIC MH, Precast Construction, Vault | CATCH BASIN | CATCH BASIN |
| RIM = 601.12 | N. 709123.4 E. 13230881.9 | N. 708988.1 E. 13230686.3 | 48" PRE-CAST CATCH BASIN W/2' SUMP | N. 709091.8 E. 13230810.1 | 48" PRE-CAST CATCH BASIN W/2' SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP |
| 10" INV. SE = 598.82 - CONCRETE | RIM = 608.00 | RIM = 607.48 | W/ E.J.I.W. CASTING #1040 W/M1 GRATE | RIM = 610.83 GPS 610.54 | W/ E.J.I.W. CASTING #1040 W/M1 GRATE | W/ E.J.I.W. CASTING #1040 W/M1 GRATE |
| CITY OF SAGINAW-WEISS @WOODBRIDGE | 12" INV. NW = 602.55 - CONCRETE | Wires N-S | RIM=601.83 | Wires N (1) FEEDER # 1 | RIM=601.00 | RIM=600.00 |
| BUILDING 19 TO BLDG 22 SWITCHGEAR ROOM | INV.12"E.=596.83 FROM YARD DRAIN YD319 | Wires N (1) FEEDER | INV.18"W./E.=590.23 W/TRAP | INV.8"E.=596.00 | ||
| INV.12"W.=586.73 FROM YARD DRAIN YD320 | (2) 2" PVC TO BUILDING 9 | INV.4"SW.=597.50 | cannot locate | |||
| INV.12"S.=596.26 TO CB038 | ||||||
| 655-10-114 6-CU-101 | ||||||
| 080 - CATCH BASIN | 090 - CATCH BASIN | 100 - ELECTRICAL MH (EMH) | 110 - SIGNAL MH (SMH) | 120 | 130 - CATCH BASIN | 140 - CATCH BASIN |
| CATCH BASIN, Block Construction, 4' Dia | CATCH BASIN, Precast Construction, 4' Dia | ELECTRIC MH, Precast Construction, 4' x 5' | SIGNAL MH, Precast Construction, 4' x 5' | GREASE TRAP MH, Precast Construction, 2' Dia | CATCH BASIN | CATCH BASIN |
| RIM = 601.00 | N. 709161.9 E. 13230856.0 | N. 709001.3 E. 13230699.1 | N. 709188.0 E. 13230551.3 | N. 708958.5 E. 13230953.3 | 60" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP |
| 10" INV. SW = 598.88 - CONCRETE | RIM = 608.93 | RIM = 606.59 | RIM = 601.38 | RIM = 598.89 | W/ E.J.I.W. CASTING #1040 W/M1 GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE |
| CITY OF SAGINAW-WEISS @WOODBRIDGE | 12" INV. SE = 602.81 - CONCRETE TO MH10 | Wires W | Wires N-S | RIM=601.55 | RIM=601.20 | |
| DEMOLISHED 655-10-106 | 4" C TO LOOP SWITCH #3 | 4" INV. SE = 594.48 - PVC | INV.18"W.=590.49 58LF RCP TO CB131 | INV.12"NW.=596.20 58LF RCP TO MH42 | ||
| 4" C TO EMH #119 | INV.18"E.=590.49 105LF RCP TO CB129 | INV.8"E.=597.10 FROM MH309 | ||||
| INV.18"NE.590.49 77LF RCP TO CB133 | ||||||
| INV.12"SE.595.49 |
As-Built 141-210
| 141 - CATCH BASIN | 151 - CATCH BASIN | 161 - CATCH BASIN | 171 - ELECTRICAL MH (EMH) | 181 - SIGNAL MH (SMH) | 191 | 201 |
| CATCH BASIN | CATCH BASIN | CATCH BASIN | ELECTRIC MH POWER, Precast Construction, 4' x 5' | SIGNAL MH, Precast Construction, 4' x 5' | 13"x24"x12"D POLYMER CONCRETE | HH #201 |
| 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP | N. 709108.5 E. 13230531.6 | N. 709692.0 E. 13230573.0 | UNDERGROUND ENCLOSURE W/COVER | 11"x18"x12"D POLYMER CONCRETE |
| W/ E.J.I.W. CASTING #7205 W/M1 GRATE | W/ E.J.I.W. CASTING #1040 W/M1 GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | RIM = 603.27 | RIM = 600.88 | 1-1/2"C W/7 #8 AWG TO HH192 | UNDERGROUND ENCLOSURE W/COVER |
| RIM=601.00 | RIM=598.90 | RIM=602.30 | 2" PVC TO HH-246 | 1-1/2"C W/7 #8 AWG TO HH186 | 2" PVC TO HH-276 (2)48ST,(8)24ST,(2)4ST FIBER, (1)CAT6 | |
| INV.12" NE.=595.94 92LF RCP FROM CB142 | EX.INV.10"SW./NW=591.24± | INV.8"NW.=598.30 W/TRAP TO MH29 | 2" PVC TO HH-223 | 1"C TO POLE 1191 W/7 #10AWG FOR LIGHT & GFCI | 3" PVC TO BLDG 3 (2)48ST,(8)24ST,(2)4ST FIBER, (4)CAT6 | |
| INV.12" SW.=595.94 52LF RCP TO STORMMANHOLE STM148 | INV.8"N.=595.04 W/TRAP TO CB52 | INV.8"E.=( UNK ) FROM CB160 | 2" PVC TO PED ACCESS GATE GOV LOT | W/ TYPE "B" DUAL HEAD FIXTURE | 3" PVC TO HH-278 (7)4ST FIBER, (3)CAT6 | |
| FUTURE PROJECT (LOADING DOCK PROJECT) | (2) 4"C TO BLDG 32 IT ROOM | & B9-2 CIRCUIT #53 | ||||
| (4) 4" PVC TO MH183 | ||||||
| 142 - CATCH BASIN | 152 - CATCH BASIN | 162 - CATCH BASIN | 172 - SIGNAL MH (SMH) | 182 - ELECTRICAL MH (EMH) | 192 | 202 |
| CATCH BASIN | CATCH BASIN | CATCH BASIN | SIGNAL MH, Precast Construction, 4' x 5' | ELECTRIC MH, Precast Construction, 4' x 5' | 11"x18"x12"D POLYMER CONCRETE | EHH-202 |
| 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP | N. 709114.0 E. 13230530.3 | N. 709689.1 E. 13230566.1 | UNDERGROUND ENCLOSURE W/COVER | 13"x24"x12"D POLYMER CONCRETE |
| W/ E.J.I.W. CASTING #7205 W/M1 GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | RIM = 602.89 | RIM = 600.93 | 1-1/2"C W/7 #8 AWG TO HH300 | UNDERGROUND ENCLOSURE W/COVER |
| RIM=600.25 | RIM=608.76 | RIM=602.60 | Wires NE-S | 1"C TO POLE 1192 W/7 #10AWG FOR LIGHT & GFCI | 1 1/2"C W/7 #8 AWG TO HH200 | |
| INV.12" NW.=596.15 21LF SDR-26 FROM CB143 | INV.8"SE.=603.76 TO MH 10 | INV.8"SW.=598.60 W/TRAP TO MH1 | W/ TYPE "B" DUAL HEAD FIXTURE | 1 1/2"C W/7 #8 AWG TO HH203 | ||
| INV.12" SW.=596.15 92LF RCP TO CB141 | 6'' RCP TO BUILDING 22 | & B9-2 CIRCUIT #53 | 1"C TO POLE 1202 W/7 #10AWG FOR LIGHT & GFCI | |||
| DEMOLISH PROJECT 655-401 | 1"C TO BLOCK HEATER RECEPTACLE 5/#10AWG | TYPE "B" DUAL HEAD FIXTURE | ||||
| PANEL B9-2 CIRCUITS 57 & 59 | B9-2 CIRCUIT #55 FOR GFCI | |||||
| 143 - CATCH BASIN | 153 - CATCH BASIN | 163 - CATCH BASIN | 173 - SIGNAL MH (SMH) | 183 - SHH (SHH) | 193 | 203 |
| CATCH BASIN | CATCH BASIN | CATCH BASIN | SIGNAL MH, Precast Construction, 4' x 5' | SHH, | 13"x24"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE |
| 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP | N. 709263.6 E. 13230525.8 | N. 708647.0 E. 13231058.3 | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER |
| W/ E.J.I.W. CASTING #7205 W/M1 GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | RIM = 601.06 | RIM = 602.40 | 1-1/2"C W/7 #8 AWG TO HH300 | 1 1/2"C W/7 #8 AWG TO HH202 |
| RIM=600.25 | RIM=604.65 | RIM=603.90 | Wires N-S | SHOWN AS MANHOLE ON CS DRAWING | 1-1/2"C W/7 #8 AWG TO HH194 | 1 1/2"C W/7 #8 AWG TO HH204 |
| INV.12"SE.=596.36 21LF SDR-26 TO CB142 | INV.8"SW.=599.55 W/TRAP TO MH8 | INV.8"NW.=599.90 W/TRAP | 4" PVC TO MH 180 | 1"C TO POLE 1193 W/7 #10AWG FOR LIGHT & GFCI | 1"C TO POLE 1203 W/7 #10AWG FOR LIGHT & GFCI | |
| DEMOLISH PROJECT 655-401 | 14LF SDR-26 TO MH159 | 4" PVC TO MH 180 | W/ TYPE "D" DUAL HEAD FIXTURE | TYPE "B" DUAL HEAD FIXTURE | ||
| 4" PVC TO MH 172 | & B9-2 CIRCUIT #55 | B9-2 CIRCUIT #55 FOR GFCI | ||||
| 4" PVC TO MH 172 | ||||||
| 144 - CATCH BASIN | 154 - CATCH BASIN | 164 - CATCH BASIN | 174 - ELECTRICAL MH (EMH) | 184 - ELECTRICAL MH (EMH) | 194 | 204 |
| CATCH BASIN | CATCH BASIN | CATCH BASIN | ELECTRIC MH POWER, Precast Construction, 4' x 5' | ELECTRICAL MH, Precast Construction, 4' x 5' | 11"x18"x12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE |
| 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP | N. 709263.3 E. 13230519.2 | (3) 4"C TO BLDG 21 | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER |
| W/ E.J.I.W. CASTING #1040 W/OVAL GRATE | W/ E.J.I.W. CASTING #1040 W/N GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | RIM = 601.23 | (2) 4"C TO BLDG9 B9-2 PANEL (BSMT) | 1-1/2"C W/7 #8 AWG TO HH193 | 1 1/2"C W/7 #8 AWG TO HH203 |
| RIM=600.78 | RIM=604.25 | RIM=603.80 | Wires N-S | (2) 3"C TO BLDG B9-2 PANEL (BSMT) | 1"C TO POLE 1194 W/7 #10AWG FOR LIGHT & GFCI | 1"C TO POLE 1204 W/7 #10AWG FOR LIGHT & GFCI |
| INV.4"N.=598.28 25LF PERF DWPE TO NORTH THEN CAPPED | INV.12"S.=599.31 TO CB166 | INV.8"NE.=598.57 W/TRAP TO CB167 | (2) 4"C, (2) 3"C SPARE TO EHH187 | W/ TYPE "D" DUAL HEAD FIXTURE | TYPE "F" DUAL HEAD FIXTURE | |
| INV.4"S.=598.28 PERF DWPE 116LF TOP CB145 | INV.8"N.=599.31 FROM CB155 | INV.8"W.=598.57 FROM CB165 | (6) 4" PVC E. TO EMH-392 | & B9-2 CIRCUIT #55 | B9-2 CIRCUIT #55 FOR GFCI | |
| 655-10-106 | (4) 4'' PVC TO BLDG 9 JB TO PANEL B9-2A, B9-2B |
| 145 - CATCH BASIN | 155 - CATCH BASIN | 165 - CATCH BASIN | 175 - ELECTRICAL MH (EMH) | 185 - ELECTRICAL MH (EMH) | 195 | 205 |
| CATCH BASIN | CATCH BASIN | CATCH BASIN | ELECTRIC MH POWER, Precast Construction, 4' x 5' | EMH-185 655-10-114 5x5 MANHOLE | 11"x18"x12"D POLYMER CONCRETE | |
| 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP | N. 709390.1 E. 13230503.0 | EMH-185 | UNDERGROUND ENCLOSURE W/COVER | |
| W/ E.J.I.W. CASTING #1040 W/OVAL GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | RIM = 601.98 | ELECTRICAL MH, Precast Construction, 4' x 5' | 1-1/2"C W/7 #8 AWG TO HH208 | |
| RIM=600.69 | RIM=603.00 | RIM=603.10 | NORTH OF BUILDING 6 | 1"C TO POLE 1195 W/7 #10AWG FOR LIGHT & GFCI | ||
| INV.12"E.=594.72 TO STORM MANHOLE STM147 95LF RCP | INV.8"S.=600.10 TO CB154 | INV.8"E.=599.00 | (2) 4'' PVC TO BUILDING 9 | W/ TYPE "D" DUAL HEAD FIXTURE | ||
| INV.4"N.=598.19 116LF PERF DWPE FROM CB144 | (2) 4'' PVC TO BUILDING 6 | & B9-2 CIRCUIT #48 | ||||
| INV.4"S.=598.19 118LF PERF DWPE TO/FROM CB146 | (2) 4'' PVC TO EMH-391 655-401 | |||||
| 655-10-106 | ||||||
| 146 - CATCH BASIN | 156 - CATCH BASIN | 166 - CATCH BASIN | 176 - ELECTRICAL MH (EMH) | 186 | 196 | 206 |
| CATCH BASIN | CATCH BASIN | CATCH BASIN | ELECTRIC MH POWER, Precast Construction, 4' x 5' | 13"x24"X12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE | 24"x36"x24"D POLYMER CONCRETE |
| 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP | N. 709358.8 E. 13230519.0 | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER |
| W/ E.J.I.W. CASTING #1040 W/N GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | RIM = 602.33 | 1-1/2"C W/13 #6 AWG & (1) 3"C SPARE FROM HH189 | 1 1/2"C W/7 #6 AWG TO HH208 | 2"C W/7 #4 AWG TO HH200 |
| RIM=600.85 | RIM=603.67 | RIM=603.15 | 1-1/2"C W/13 #8 AWG TO HH191 | 1-1/2"C W/7 #8 AWG TO HH197 | 2"C W/7 #4 AWG TO HH207 | |
| INV.12"E.=594.81 TO STORM MANHOLE STM042 | INV.8"SW=598.63 TO CB157 | INV.15"NE.=599.05 | 1-1/2"C W/13 #8 AWG TO POLE 1301A TO 1301B FOR LIGHT & GFCI | 1"C TO POLE 1196 W/7 #10AWG FOR LIGHT & GFCI | 1"C TO POLE 1206 W/7 #10AWG FOR LIGHT & GFCI | |
| INV.4"N.=598.35 TO/FROM CB145 PERF DWPE | INV.8"N.=598.63 TO MH7 | INV.12"N.=599.05 | W/ TYPE "FB" DUAL HEAD FIXTURE | TYPE "D" DUAL HEAD FIXTURE | W/ TYPE "E" DUAL HEAD FIXTURE | |
| INV.4"S.=598.35 FROM 74LF OF PERF DWPE | & B9-2 CIRCUIT #53 GFCI | B9-2 CIRCUIT #48 FOR GFCI | & B9-2 CIRCUIT #46 | |||
| 655-10-106 | 1"C TO POLE 1301 W/5 #10AWG FOR LIGHT & GFCI | 1-1/2""C TO POLE XXXX W/5 #8AWG TO POLE 1206A THEN TO 1206B | ||||
| W/ TYPE "A" DUAL HEAD FIXTURE | ||||||
| 1-1/2"C W/5 #8AWG TO HH209 | ||||||
| 147 - | 157 - CATCH BASIN | 167 - CATCH BASIN | 177 - SIGNAL MH (SMH) | 187 | 197 | 207 |
| MH #147 | CATCH BASIN | CATCH BASIN | SIGNAL MH, Precast Construction, 4' x 5' | 24"x36"x24"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE |
| 48" PRE-CAST MANHOLE | 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP | N. 709358.3 E. 13230525.5 | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER |
| W/ E.J.I.W. CASTING #1040 W/SOLID GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | RIM = 602.44 | 3"C W/19 #2 AWG FROM HH184 | 1 1/2"C W/7 #8 AWG TO HH196 | 1-1/2"C W/7 #8 AWG TO POLE 1207C THEN TO POLE 1207D TYPE "FB" |
| RIM=601.50 | RIM=602.75 | RIM=603.35 | 3"C W/19 #2 AWG FROM HH230 | 1 1/2"C W/7 #8 AWG TO HH198 | 1-1/2"C W/7 #6 AWG TO POLE 1207A THEN TO POLE 1207B TYPE "FB" | |
| INV.12"W.=594.50 FROM CB145 | INV.8"NE.=598.75 TO CB156 | INV.8"SW.=598.21 FROM CB164 | 1"C TO POLE 1187 W/7 #10AWG FOR LIGHT & GFCI | 1"C TO POLE 1197 W/7 #10AWG FOR LIGHT & GFCI | 2"C W/7 #4 AWG TO HH206 | |
| INV.18"SE.=594.33 TO STORM MANHOLE STM148 | INV.12"NW.=598.21 TO MH 17 | W/ TYPE "D" DUAL HEAD FIXTURE | TYPE "B" DUAL HEAD FIXTURE | 1"C TO POLE 1207 W/7 #10AWG FOR LIGHT & GFCI | ||
| 655-10-106 | & PANEL B9-2 CIRCUIT #43 | B9-2 CIRCUIT #48 FOR GFCI | W/ TYPE "F" DUAL HEAD FIXTURE | |||
| & B9-2 CIRCUIT #46 | ||||||
| 148 - | 158 | 168 - CATCH BASIN | 178 - ELECTRICAL HH (EHH) | 188 | 198 | 208 |
| MH #148 | MH #158 | CATCH BASIN | EHH-305 | 13"x24"x12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE |
| 48" PRE-CAST MANHOLE | 48" PRE-CAST MANHOLE | 36" PRE-CAST CATCH BASIN W/2'SUMP | 48"X48"X24"D POLYMER CONCRETE | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER |
| W/ E.J.I.W. CASTING #1040 W/SOLID GRATE | W/ E.J.I.W. CASTING #1040 W/SOLID GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | UNDERGROUND ENCLOSURE W/COVER | 2"C W/13 #4 AWG & (1) 3"C SPARE FROM HH199 | 1-1/2"C W/7 #8 AWG TO HH197 | 1-1/2"C W/7 #6 AWG TO POLE 1207B TYPE "FB" BASE |
| RIM=602.15 | RIM=604.65 | RIM=600.00 | 3"C W/500MCM TO EMH175 TO EDP-21A FROM GEN#7 | 2"C W/13 #4 AWG & (1) 3"C SPARE FROM HH189 | 1"C TO POLE 1198 W/7 #10AWG FOR LIGHT & GFCI | 1-1/2"C W/7 #6 AWG TO HH195 |
| INV.18"S.=594.17 TO STORM MANHOLE STM042 | INV.15"N=590.12± TO MH18 | INV.8"E.=596.17 | 1"C TO POLE 1188 W/7 #10AWG FOR LIGHT & GFCI | W/ TYPE "D" DUAL HEAD FIXTURE | 1-1/2"C W/7 #6 AWG TO HH196 | |
| INV.18"NW.=594.17 FROM CB141 | INV.15"S=590.12± TO MH17 | W/ TYPE "D" DUAL HEAD FIXTURE | & B9-2 CIRCUIT #48 | 1"C TO POLE 1208 W/7 #10AWG FOR LIGHT & GFCI | ||
| INV.12"E.=595.80 FROM STORM MANHOLE STM147 | INV.15"SW.=598.75 SDR-26 TO CB166 | & B9-2 CIRCUIT #51 | W/ TYPE "F" DUAL HEAD FIXTURE | |||
| 655-10-106 | & B9-2 CIRCUIT #48 |
| 149 - CATCH BASIN | 159 | 169 | 179 - ELECTRICAL MH (EMH) | 189 | 199 | 209 |
| CATCH BASIN | MH #159 | COMB MH, Precast Construction "Doghouse", 4' Dia | ELECTRIC MH POWER, Precast Construction, 4' x 5' | 13"x24"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE | 13"x24"x18"D POLYMER CONCRETE |
| 36" PRE-CAST CATCH BASIN W/2'SUMP | 48" PRE-CAST MANHOLE | N. 709093.2 E. 13230966.3 | N. 709568.8 E. 13230494.8 | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER |
| W/ E.J.I.W. CASTING #7205 W/M1 GRATE | W/ E.J.I.W. CASTING #1040 W/SOLID GRATE | RIM = 605.00 | RIM = 601.65 | 1-1/2"C W/13 #6 AWG & (1) 3"C SPARE FROM HH188 | 2"C W/13 #4 AWG FROM EMH184 | 1-1/2"C W/7 #8 AWG TO HH184 |
| RIM=597.90 | RIM=604.75 | 12" INV. NW = 589.98 - CONC. TO MH7 | Wires N-SE | 1-1/2"C W/13 #6 AWG & (1) 3"C SPARE FROM HH186 | 2"C W/13 #4 AWG FROM HH188 | 1-1/2"C W/7 #8 AWG TO HH210 |
| INV.8"NE.=593.50 W/TRAP TO MH30 | INV.10"NE.=593.23± TO MH16 | 12" INV. SE = 589.94 - CONC. TO MH6 | 1"C TO POLE 1189 W/7 #10AWG FOR LIGHT & GFCI | 1"C TO POLE 1199 W/7 #10AWG FOR LIGHT & GFCI | 1"C TO POLE 1209 W/7 #10AWG FOR LIGHT & GFCI | |
| INV.10"SW=593.23± TO CB75 | 10" INV. N = 589.96 - CONC. TO MH28 | W/ TYPE "B" DUAL HEAD FIXTURE | W/ TYPE "E" DUAL HEAD FIXTURE | W/ TYPE "F" DUAL HEAD FIXTURE | ||
| INV.8"SE.=599.83 TO CB163 | 655-12-106 | & B9-2 CIRCUIT #51 | & B9-2 CIRCUIT #51 | & B9-2 CIRCUIT #46 | ||
| 1-1/2"C W/7 #8 AWG TO HH190 | 3"C SPARE TO HH184 | |||||
| 3"C SPARE TO 188 | ||||||
| 150 - CATCH BASIN | 160 - CATCH BASIN | 170 - ELECTRICAL MH (EMH) | 180- SIGNAL MH (SMH) | 190 | 200 | 210 |
| CATCH BASIN | CATCH BASIN | ELECTRIC MH, Precast Construction, 6.33' x 9.33' | SIGNAL MH, Precast Construction, 4' x 5' | 13"x24"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE |
| 36" PRE-CAST CATCH BASIN W/2'SUMP | 36" PRE-CAST CATCH BASIN W/2'SUMP | N. 708910.3 E. 13230763.0 | N. 709567.6 E. 13230502.8 | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER |
| W/ E.J.I.W. CASTING #7205 W/M1 GRATE | W/ E.J.I.W. CASTING #7205 W/M1 GRATE | RIM = 611.13 | RIM = 601.74 | 1-1/2"C W/7 #8 AWG TO HH189 | 2"C W/7 #2 AWG TO HH184 | 1-1/2"C W/7 #8 AWG TO HH209 |
| RIM=597.90 | RIM=602.15 | DUCT BANK: NE, S, AND W | Wires N-SE | 1-1/2"C W/7 #8 AWG TO HH300 | 1 1/2"C W/7 #8 AWG TO HH202 | 1-1/2"C W/7 #8 AWG TO HH211 |
| INV.8"NW.=593.50 W/TRAP TO MH30 | INV.8"NW.=598.15 W/TRAP TO CB161 | DWG. 655-07-111-000-E604 | 1" PVC TO POLE E86 JB (2) CAT6 FOR CAM B32-10/B32-11 | 1"C TO POLE 1190 W/7 #10AWG FOR LIGHT & GFCI | 1 1/2"C W/7 #8 AWG TO POLE 1200A THEN TO 1200B THEN TO 1200C | 1"C TO POLE 1210 W/7 #10AWG FOR LIGHT & GFCI |
| INV.8''PVC FROM CB-316 | 4" PVC TO MH 181 | W/ TYPE "F" DUAL HEAD FIXTURE | W/ TYPE "FB" DUAL HEAD FIXTURES | W/ TYPE "FB" DUAL HEAD FIXTURE | ||
| MISSING INV. 8''PVC FROM CB-316 | 4" PVC TO MH 181 | & B9-2 CIRCUIT #55 | 1"C TO POLE 1200 W/7 #10AWG FOR LIGHT & GFCI | & B9-2 CIRCUIT #46 | ||
| 4" PVC TO MH 173 | TYPE "F" DUAL HEAD FIXTURE | |||||
| 4" PVC TO MH 173 | B9-2 CIRCUIT #55 FOR GFCI |
As-Built 211-275
| 211 | 221 | 231 | 241 | 251 | 261 | 267 - SHH (SHH) |
| 13"x24"x12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE | 24"x36"x24"D POLYMER CONCRETE | 24"x36"x24"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE | 24"x24"X24"D POLYMER CONCRETE | SHH-267 |
| UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | 11"x18"X12"D POLYMER CONCRETE |
| 1-1/2"C W/7 #8 AWG TO HH210 | 1 1/2"C W/5 #8 AWG TO HH220 | 3"C W/19 #2 AWG FROM HH230 | 3"C W/19 #4 AWG FROM HH240 | 1-1/2"C W/5#6 AWG TO HH250 | 1) 1" PVC TO POLE 1228 (3) 4ST FIBER FOR CAMERAS | UNDERGROUND ENCLOSURE W/COVER |
| 1-1/2"C W/7 #8 AWG TO HH212 | 1"C TO W/3 #10AWG FOR FLAG POLE & BLDG 22 SIGN | 3"C W/19 #2 AWG FROM HH232 | 3"C W/19 #4 AWG FROM HH242 | 1-1/2"C W/5#6 AWG TO HH252 | 1) 1"PVC TO HH-288 WITH 3) 4ST FIBER FOR CAMERAS | 3/4" PVC TO POLE 1208 (1) 4ST FIBER FOR CAM B3-13 |
| 1"C TO POLE 1211 W/7 #10AWG FOR LIGHT & GFCI | W/CIRCUIT B9-2 #56 FOR SIGN AND FLAG POLE | 1"C TO POLE 1231 W/7 #10AWG FOR LIGHT & GFCI | 1"C TO POLE 1241 W/7 #10AWG FOR LIGHT & GFCI | 1"C TO POLE 1251 W/7 #10AWG FOR LIGHT & GFCI | CAMERAS PTZ B3-38, PTZ B3-39, & LPR B3-47 | 2" PVC TO HH-267A (1) 4ST FIBER |
| W/ TYPE "F" DUAL HEAD FIXTURE | W/ TYPE "F" DUAL HEAD FIXTURE | W/ TYPE "D" DUAL HEAD FIXTURE | W/ TYPE "A" DUAL HEAD FIXTURE | 2" PVC TO HH-304 (2) 4ST FIBER | ||
| & B9-2 CIRCUIT #46 | & PANEL B9-2 CIRCUIT #47 | & PANEL B9-2 CIRCUIT #45 | & B9-2 CIRCUIT #65 FOR GFCI | |||
| 1"C TO BLOCK HEATER RECEPTACLE 5/#10AWG | ||||||
| 212 | 222 | 232 | 242 | 252 | 262 | 267A - SHH (SHH) |
| 11"x18"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE | 24"x36"x24"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE | 24"x24"x24"D POLYMER CONCRETE | SHH #267A |
| UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | 11"x18"X12"D POLYMER CONCRETE |
| 1-1/2"C W/7 #8 AWG TO HH211 | 2"C W/7 #4 AWG TO HH217 | 3"C W/19 #2 AWG FROM HH231 | 3"C W/19 #4 AWG FROM HH241 | 1-1/2"C W/5#6 AWG TO HH251 | 2" PVC TO HH-304 (2) 4ST FIBER (1) CAT6 | UNDERGROUND ENCLOSURE W/COVER |
| 1"C TO POLE 1212 W/7 #10AWG FOR LIGHT & GFCI | 2"C W/7 #4 AWG TO HH225 | 3"C W/19 #2 AWG FROM HH233 | 3"C W/19 #4 AWG FROM HH243 | 1-1/2"C W/4 #8 AWG TO HH253 | 3" PVC TO HH-266 (1) 48ST FIBER, (1) 24ST FIBER | 3/4" PVC TO POLE 1196 (1) 4ST FIBER FOR CAM B3-12 |
| W/ TYPE "F" DUAL HEAD FIXTURE | 1-1/2"C W/7 #8 AWG TO HH224 | 1"C TO POLE 1232 W/7 #10AWG FOR LIGHT & GFCI | 1"C TO POLE 1242 W/7 #10AWG FOR LIGHT & GFCI | 2"C TO HH259 | (2) 3" PVC TO TO 9-TR (1) CAT6 | 2" PVC TO HH-267 (1) 4ST FIBER |
| & B9-2 CIRCUIT #46 | 1"C TO POLE 1223 W/7 #10AWG FOR LIGHT & GFCI | W/ TYPE "F" DUAL HEAD FIXTURE | W/ TYPE "D" DUAL HEAD FIXTURE | 1"C TO POLE 1252 W/7 #10AWG FOR LIGHT & GFCI | 3" PVC TO HH-263 (7) 4ST FIBER | |
| W/ TYPE "F" DUAL HEAD FIXTURE | & PANEL B9-2 CIRCUIT #47 | & PANEL B9-2 CIRCUIT #45 | W/ TYPE "A" DUAL HEAD FIXTURE | 3" PVC TO HH-274 (2)48ST,(2)24ST,(2)4ST FIBER | ||
| & B9-2 CIRCUIT #50 | & B9-2 CIRCUIT #65 FOR GFCI | 2" PVC TO HH-295 (6) 4ST FIBER (1) CAT6 | ||||
| 1"C TO BLDG 1 SIGN BYPASS P.C. W/3 #10AWG B9-2 CIR#44 | 1"PVC TO COMMEND CALL BOXES IP CAMERA | |||||
| 1-1/2"C W/5#6 AWG TO HH294 (WIRE CAPPED IN JB IN PIPE TUNNEL) | ||||||
| 213 | 223 | 233 | 243 | 253 | 263 | 268 - SHH (SHH) |
| 13"x24"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE | SHH #268 |
| UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | 11"x18"x12"D POLYMER CONCRETE |
| 3"C W(13) #2AWG TO EMH184 | 3/4" PVC TO POLE 1191 (2)CAT6 FOR CAM B32-12 & B32-13 | 3"C W/19 #2 AWG FROM HH232 | 3"C W/19 #4 AWG FROM HH242 | 1-1/2"C W/5#8 AWG TO HH252 | 3/4" PVC TO POLE 1188 (1) 4 St fiber FOR CAM B3-07 | UNDERGROUND ENCLOSURE W/COVER |
| 3"C W(13) #2AWG TO HH216 | 2" PVC TO HH-302 (1) CAT6 FOR GATE | 1-1/2"C W/19 #2 AWG FROM HH234 | 3"C W/19 #4 AWG FROM HH244 | 1-1/2"C W/5#8 AWG TO HH254 | 2" PVC TO HH-299 (6) 4ST FIBER | 3/4" PVC TO POLE 1213 (2) 4ST FIBER FOR CAM B3-21 & B3-22 |
| 1"C TO POLE 1213 W/7 #10AWG FOR LIGHT & GFCI | 2" PVC TO MH-181 (3) CAT6 FOR GATE | 1"C TO POLE 1233 W/7 #10AWG FOR LIGHT & GFCI | 1"C TO POLE 1243 W/7 #10AWG FOR LIGHT & GFCI | 1"C TO POLE 1253 W/5 #10AWG FOR LIGHT | 3" PVC TO HH-262 (7) 4ST FIBER | 3" PVC TO HH-269 (11) 4ST FIBER; (1) 12 ST FIBER; (1) 25 PR PE-89; (1) 6 PR 22awg |
| W/ TYPE "F" DUAL HEAD FIXTURE | W/ TYPE "F" DUAL HEAD FIXTURE | W/ TYPE "D" DUAL HEAD FIXTURE | TYPE "A' DUAL HEAD FIXTURE | 3" PVC TO HH-266 (1) 48ST FIBER, (1) 4ST FIBER; (1) 12 ST FIBER; (1) 25 PR PE-89; (1) 6 PR 22awg | ||
| & PANEL B9-2 CIRCUIT #52 | & PANEL B9-2 CIRCUIT #47 | & PANEL B9-2 CIRCUIT #45 | 4" PVC TO SHH 368 (16) 4 ST FIBER | |||
| 2-3"C TO HH237 PER RFI#38 PROJECT 655-10-106 | ||||||
| 214 - ELECTRICAL HH (EHH) | 224 | 234 | 244 | 254 | 264 | 269 |
| EHH-214 | 13"x24"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE |
| 13"x24"x12"D POLYMER CONCRETE | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER |
| UNDERGROUND ENCLOSURE W/COVER | 1 1/2"C W/7 #8 AWG TO HH222 | 1-1/2"C W/19 #2 AWG FROM HH233 | 2"C W/19 #4 AWG FROM HH243 | 1-1/2"C W/5#8 AWG TO HH253 | 3/4" PVC TO POLE 1190 4ST FIBER TO CAM B3-09 | 3/4" PVC TO POLE 1217 (2) 4ST FIBER CAM B3-31 & B3-32 |
| 1-1/2"C W/7 #8 AWG TO BLDG 6 PANEL | 1"C TO POLE 1224 W/7 #10AWG FOR LIGHT & GFCI | 3"C W/19 #2 AWG FROM HH235 | 2"C W/19 #4 AWG FROM HH255 | 1-1/2"C W/5#8 AWG TO HH292 | 2" PVC TO HH-299 (3) 4ST FIBER | 2" PVC TO HH-270 (1) 4 ST FIBER |
| 1-1/2"C W/7 #8 AWG TO HH215 | W/ TYPE "D" DUAL HEAD FIXTURE | 1"C TO POLE 1236 W/7 #10AWG FOR LIGHT & GFCI | 1"C W/7 #6 AWG TO HH245 | 1"C TO POLE 1254 W/5 #10AWG FOR LIGHT | 2" PVC TO HH-265 (3) 4ST FIBER | 3" PVC TO HH-289 (8) 4ST FIBER; (1) 12 ST FIBER; (1) 25 PR PE-89; (1) 6 PR 22awg |
| 1"C TO POLE 1214 W/7 #10AWG FOR LIGHT & GFCI | & B9-2 CIRCUIT #50 FOR GFCI | W/ TYPE "F" DUAL HEAD FIXTURE | 1"C TO POLE 1244 W/7 #10AWG FOR LIGHT & GFCI | TYPE "A' DUAL HEAD FIXTURE | 3" PVC TO HH-268 (11) 4ST FIBER; (1) 12 ST FIBER; (1) 25 PR PE-89; (1) 6PR 22awg | |
| W/ TYPE "E" DUAL HEAD FIXTURE | & PANEL B9-2 CIRCUIT #47 | TYPE B DUAL HEAD FIXTURE | ||||
| ---------------------------DIVIDED HANDHOLE | B9-2 CIRCUIT #45 | |||||
| SHH-214 | ||||||
| 1"C TO HH215 W/ 1 CAT 6 FOR CAMERA B6-04 | ||||||
| 1"C TO POLE 1214 FOR CAMERA B6-04 | ||||||
| 215 - ELECTRICAL HH (EHH) | 225 | 235 | 245 | 255 | 265 EXISTING SHH | 270 |
| EHH-215 | 13"x24"x12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE | 11"X18"x12"D POLYMER CONCRETE |
| 13"x24"x12"D POLYMER CONCRETE | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER |
| UNDERGROUND ENCLOSURE W/COVER | 2"C W/7 #4 AWG TO HH222 | 3"C W/19 #2 AWG FROM HH234 | 1"C W/7 #6 AWG TO HH244 | 2"C W/19 #4 AWG TO HH244 | 3/4" PVC TO POLE 1300 4ST FIBER TO CAM B3-10 | 3/4" PVC TO POLE 1219 (1) 4ST FIBER TO CAM B3-33 |
| 1-1/2"C W/7 #8 AWG TO HH215 | 2"C W/7 #4 AWG TO HH227 | 3"C W/19 #2 AWG FROM HH240 | 1"C W/7 #8 AWG TO HH246 | 2"C W/19 #4 AWG TO HH256 | 2" PVC TO HH-299 (3) 4ST FIBER | 2" PVC TO HH-269 (1) 4ST FIBER |
| 1"C TO POLE 1215 W/7 #10AWG FOR LIGHT & GFCI | 1-1/2"C W/7 #8 AWG TO HH226 | 1"C TO POLE 1235 W/7 #10AWG FOR LIGHT & GFCI | 1"C TO POLE 1245 W/7 #10AWG FOR LIGHT & GFCI | 1"C TO POLE 1255 W/7 #10AWG FOR LIGHT & GFCI | 2" PVC TO HH-291 (1) 4ST FIBER | 2" PVC TO MH112 |
| W/ TYPE "E" DUAL HEAD FIXTURE | 1"C TO POLE 1225 W/7 #10AWG FOR LIGHT & GFCI | W/ TYPE "D" DUAL HEAD FIXTURE | W/ TYPE "B" DUAL HEAD FIXTURE | TYPE "D" DUAL HEAD FIXTURE | ||
| ---------------------------DIVIDED HANDHOLE | W/ TYPE "F" DUAL HEAD FIXTURE | & PANEL B9-2 CIRCUIT #45 | B9-2 CIRCUIT #67 | |||
| SHH-215 | & B9-2 CIRCUIT #50 | |||||
| 1"C TO HH214 W/ 1 CAT6 FOR CAMERA B6-04 | ||||||
| 1"C TO BLDG 6 W/ 2 CAT6 FOR CAMERAS B6-03 & B6-04 | ||||||
| 1"C TO POLE 1215 W/ 1 CAT6 FOR CAMERA B6-03 | ||||||
| 216 | 226 | 236 | 246 | 256 | 266 EXISTING SHH | 271 EXISITNG SHH |
| 13"x24"x12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE | 24"x36"x24"D POLYMER CONCRETE | HH #246 | 13"x24"x12"D POLYMER CONCRETE | 11"x18"X12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE |
| UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | 11"x18"x12"D POLYMER CONCRETE | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER | UNDERGROUND ENCLOSURE W/COVER |
| 3"C W(13) #2AWG TO HH213 | 1 1/2"C W/7 #8 AWG TO HH222 | 1 1/2"C W/7 #8 AWG TO HH237 | UNDERGROUND ENCLOSURE W/COVER | 2"C W/19 #4 AWG TO HH255 | 3/4" PVC TO POLE 1209 (1) 4ST FIBER FOR CAM B3-20 | 3/4" PVC TO POLE 1225 (1) 4ST FIBER FOR CAM B3-35 |
| 3"C W(13) #2AWG TO HH217 | 1"C TO POLE 1226 W/7 #10AWG FOR LIGHT & GFCI | 1"C TO POLE 1307 W/7 #10AWG FOR LIGHT & GFCI | 1"C W/7 #6 AWG TO HH245 | 2"C W/19 #4 AWG TO HH257 | 3" PVC TO HH-268 (1) 48ST FIBER, (1) 4ST FIBER; (1) 12 ST FIBER; (1) 25PR PE-89; (16) 4 ST FIBER | 3" TO HH-272 (6) 4ST FIBER |
| 1"C TO POLE 1216 W/7 #10AWG FOR LIGHT & GFCI | W/ TYPE "E" DUAL HEAD FIXTURE | W/ TYPE "B" DUAL HEAD FIXTURE B9-2A CIR 1,3 & B9-2A CIR 5,7 | 1"C W/7 #8 AWG TO HH247 | 1"C TO POLE 1256 W/7 #10AWG FOR LIGHT & GFCI | 3" PVC TO HH-262 (1) 48ST FIBER, (1) 4ST FIBER | 3" TO HH-289 (7) 4ST FIBER |
| W/ TYPE "F" DUAL HEAD FIXTURE | & B9-2 CIRCUIT #50 FOR GFCI | & B9-2 CIRCUIT #47 FOR GFCI | 1"C TO POLE 1246 W/7 #10AWG FOR LIGHT & GFCI | TYPE "B" DUAL HEAD FIXTURE | 2" PVC TO HH-266A (1) 24ST FIBER, (2) 4ST FIBER | 3" SPARE ACROSS DRIVE TO GREEN BELT BETWEEN HH223 & HH224 |
| & PANEL B9-2 CIRCUIT #52 | W/ TYPE "B" DUAL HEAD FIXTURE | B9-2 CIRCUIT #67 |
| 217 | 227 | 237 | 247 | 257 | 266A EXISTING SHH | 272 EXISTING SHH |
| 13"x24"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE | 24"x36"x24"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE | 13"x24"x12"D POLYMER CONCRETE | 11"x18"X12"D POLYMER CONCRETE | 11"x18"x12"D POLYMER CONCRETE |
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