W912QR26RA015_Plans0004.pdf

PDF 26 MB Posted Feb 12, 2026

Attached to: NASIC DISTRICT COOLING PLANT
Solicitation number: W912QR26RA015
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Feb 12, 2026

These are architectural and engineering design plans for the NASIC District Cooling Plant (DCP) construction project at Wright-Patterson Air Force Base, Ohio. The plans document Amendment 004 dated January 30, 2026, and include comprehensive civil, structural, mechanical, electrical, plumbing, and security design details for a new 17,126 square foot chilled water distribution facility.

The project scope encompasses site development work in two phases: Phase 1 involves repaving/restriping a portion of the west parking lot to replace 49 ABA parking spaces lost to DCP construction and removal of Building 10859; Phase 2 includes DCP building and supporting infrastructure construction, mechanical equipment testing, and decommissioning of existing equipment, with a bid option for off-site parking construction. Civil work includes utility coordination (water, sanitary sewer, storm drainage, electric, communications, and gas), erosion control measures, grading and stormwater management with a water quality basin, and overall site plan showing parking table details (219 total spaces: 14 proposed DCP spaces, 156 proposed off-site spaces, 49 ABA spaces provided). Structural design features a 17,126 SF building with pipe bridge canopy and auger cast pile foundations. Mechanical systems include chilled water distribution, cooling towers, water heaters, domestic water treatment, fire suppression, and temporary cooling provisions for existing buildings during tie-in work. Electrical design provides dual 480V/277V service with automatic transfer switches, panelboards, motor control centers, lighting systems (LED fixtures throughout), grounding systems, and security/CCTV infrastructure. The project requires integration with existing Wright-Patterson AFB utilities, compliance with AFCEC and government information assurance standards, and coordination with existing chilled water systems serving multiple buildings during transition to the new district cooling plant.

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NO PARKING

PROPOSED

CONTRACTOR

TRAILER

PROPOSED

GOVERNMENT

TRAILER

D D D

D D

DENSE TREES

HEBBLE CREEK RD

G RD

HEBBLE CREEK RD

FFE = 828.49FFE = 828.56

CANOPY

S S

E E E

EXISTING

BUILDING

10858

EXISTING

BUILDING

10856

EXISTING

BUILDING

10859

EXISTING

BUILDING

10867

PROPOSED

DCP

BUILDING

LIMITS OF CONSTRUCTION

33' AT SETBACK

LIMITS OF CONSTRUCTION

LAWN

PHASE 1PHASE 1

PHASE 1

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

R T

2Q R

T C

O O

G P

T (D

C P)

N .V

N O

SCALE: 1" = 60'

AERIAL PHOTO & PHASING PLANA1

PLAN

NORTH

E N

LEGEND

PHASE 1 - REPAVE/RESTRIPE A PORTION OF THE WEST

PARKING LOT TO REPLACE 49 ABA PARKING

SPACES THAT WILL BE LOST TO THE DCP

CONSTRUCTION. EXISTING BUILDING 10859 TO BE

REMOVED IN ITS ENTIRETY.

LIMITS OF CONSTRUCTION

GENERAL SHEET NOTES

1. AERIAL IMAGE DATED 06/2024

GC101

P H

G P

A M

E N

D M

E N

/3 /2

2Q R

_P la ns -0

NO PARKING

PROPOSED

CONTRACTOR

TRAILER

PROPOSED

GOVERNMENT

TRAILER

D D D

D D

DENSE TREES

HEBBLE CREEK RD

G RD

HEBBLE CREEK RD

FFE = 828.49FFE = 828.56

CANOPY

S S

E E E

EXISTING

BUILDING

10858

EXISTING

BUILDING

10856

EXISTING

BUILDING

10859

EXISTING

BUILDING

10867

PROPOSED

DCP

BUILDING

LIMITS OF CONSTRUCTION

33' AT SETBACK

LIMITS OF CONSTRUCTION

LAWN

PHASE 2

(BID OPTION)

PHASE 2

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

N O

GENERAL SHEET NOTES

1. AERIAL IMAGE DATED 06/2024

GC102

P H

G P

SCALE: 1" = 60'

AERIAL PHOTO & PHASING PLANA1

PLAN

NORTH

E N

LEGEND

PHASE 2 - DCP BUILDING AND SUPPORTING

INFRASTRUCTURE CONSTRUCTION. TEST NEW

MECHANICAL EQUIPMENT AND DECOMMISSION

EXISTING MECHANICAL EQUIPMENT.

PHASE 2 (BID OPTION) - OFF-SITE PARKING CONSTRUCTION

LIMITS OF CONSTRUCTION

M E

N D

M E

N T

/3 /2

2Q R

_P la ns -0

NO PARKING

PROPOSED

CONTRACTOR

TRAILER

PROPOSED

GOVERNMENT

TRAILER

D D D

D D

DENSE TREES

HEBBLE CREEK RD

G RD

HEBBLE CREEK RD

FFE = 828.49FFE = 828.56

CANOPY

S S

E E E

EXISTING

BUILDING

10858

EXISTING

BUILDING

10856

EXISTING

BUILDING

10867

PROPOSED

DCP

BUILDING

LIMITS OF CONSTRUCTION

33' AT SETBACK

LIMITS OF CONSTRUCTION

CHAIN

SECURITY

GATE

CHAIN

SECURITY

GATE

BID OPTION

N=659864.1205 E=1532362.9245

N=659885.9302 E=1532349.0685

N=659997.7841 E=1532779.5569

N=660020.0188 E=1532767.0252

N=660045.2857 E=1532796.0661

N=660026.4251 E=1532812.4757

D D D

D D

S D

S S

CS101

CS102

CS103

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

N O

MAP KEY

NOT TO SCALE

SCALE: 1" = 60'

OVERALL SITE PLANA1

LEGEND

PROPOSED ASPHALT PAVEMENT

PROPOSED GRAVEL

RIVER ROCK

PROPOSED CONCRETE PAD/SIDEWALK

PROPOSED CONCRETE PAVEMENT

1.5" MILL AND ASPHALT SURFACE OVERLAY TO BE

COMPLETED AFTER PHASE 2 CONSTRUCTION. RESTRIPE

PARKING LOT TO MATCH EXISTING. SEE DETAIL H16/CS503.

LIMITS OF CONSTRUCTION

PLAN

NORTH

E N

PARKING TABLE

TOTAL SPACES REMOVED 219 SPACES

EXISTING SPACES REMOVED (DCP) 152 SPACES

EXISTING SPACES REMOVED (ABA STRIPING) 67 SPACES

TOTAL SPACES PROVIDED 219 SPACES

PROPOSED DCP SPACES 14 SPACES

PROPOSED OFF-SITE SPACES 156 SPACES

PROPOSED ABA SPACES PROVIDED 49 SPACES

CS100

Am en dm en t #

2Q R

_P la ns -0

BENCHMARK #2

ELEV: 824.64

N: 659833.81 E: 1532389.48

FFE = 828.49

FFE = 828.56

CANOPY

E E E

C B

NO PARKING

203.9'

24'5'

24'

EXISTING

BUILDING

10858

PROPOSED DCP BUILDING

17,126 SF

33' AT SETBACK

WATER QUALITY BASIN

9' TY

P 18.5' TYP

18.4'

13'

R33'

R15'

R25'

LIMITS OF CONSTRUCTION

TYP

OVERHEAD DOOR

38.8'

13 13 13 13

TYP

15 3

24'

11.8'

TYP

40'

77'

TYP

16.5' 17'

39'

8' 2.

11'

24'

11.8'

16.4'

12'

16.5'

TYP

R15'

40'

18' 4' 18'

TYP

18' 3'

18'

8' 8'

8' TY

5' TY

8' 8'

5' TY

8' TY

19.5'

TYP

29.5'

12'

11'

24'

(TYPE D)

(TYPE B)

(TYPE D)

9' TY

D D D

D D

S D

S S

CS101

CS102

CS103

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

N O

MAP KEY

NOT TO SCALE

SEE TELECOMMUNICATIONS

SITE PLAN SHEET TS101 AND

OVERALL UTILITY SHEET

CU100 FOR CONTINUATION

PLAN

NORTH

E N

SCALE: 1" = 20'

SITE PLANA1

SHEET KEYNOTES

LEGEND

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR LEGEND

2. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM ALL AGENCIES THAT

APPLY TO THE PROJECT PRIOR TO BEGINNING CONSTRUCTION.

3. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.

4. MAINTAIN ACCESS ON NORTH DRIVE FOR EMERGENCY VEHICLES DURING

CONSTRUCTION.

5. PROVIDE EDGE KEY AT ALL LOCATIONS BETWEEN EXISTING AND PROPOSED

ASPHALT. SEE DETAIL H5-CS502.

PROPOSED ASPHALT PAVEMENT, SEE DETAIL A2/CS500.

PROPOSED GRAVEL, SEE DETAIL E17/CS500.

PROPOSED RIVER ROCK PER THE ARCH REVIEW

COMMITTEE, SEE DETAIL H9/CS503.

PROPOSED CONCRETE SIDEWALK, SEE DETAIL H7/CS500.

PROPOSED CONCRETE PAVEMENT, SEE DETAIL L2/CS500.

PROPOSED TREE, SEE LANDSCAPE PLANS

LIMITS OF CONSTRUCTION

6" BARRIER CURB, SEE DETAIL L13/CS500.

MOUNTABLE CURB, SEE DETAIL H13/CS500.

CONCRETE SIDEWALK, SEE DETAIL H7/CS500.

FLUSH SIDEWALK, SEE DETAIL H7/CS500.

PAINT 4" WIDE STRIPE, WHITE PAINT TYPICAL

CHAIN GATE AND BOLLARDS, SEE DETAIL A5/CS502.

PRIVACY LOUVERED SCREEN FENCE, SEE DETAIL A8/CS502 AND

SPECIFICATIONS.

TWO CANTILEVERED SLIDE GATE FOR 40' OPENING, SEE DETAIL A9/CS503.

COOLING TOWER CONCRETE PAD, SEE STRUCTURAL PLANS.

TRANSFORMER CONCRETE PAD, SEE ELECTRICAL DETAIL SHEET ES501 FOR

DETAIL.

CURB AND GUTTER, SEE DETAIL N7/CS500.

CONCRETE WHEEL STOP, SEE DETAIL A13/CS500.

PAINT 4" WIDE STRIPE AT 45° ANGLE, 2' O.C., WHITE PAINT TYP.

BOLLARD, SEE DETAIL H17/CS500.

ACCESSIBLE CURB RAMP, SEE DETAIL A14/CS501.

TYPICAL DOOR STOOP, SEE STRUCTURAL DETAIL F10/S-502.

STAIRS AT BUILDING ENTRANCE, SEE DETAIL G14/CS501.

CROSSWALK, SEE DETAIL M8/CS501.

PIPE BRIDGE CANOPY AND COLUMN FOOTING, SEE STRUCTURAL PLANS FOR

ADDITIONAL INFORMATION.

FUTURE COOLING TOWER CONCRETE PAD. NOT TO BE CONSTRUCTED WITH

PROJECT.

TRANSITION CURB FROM 6" TO 0" OVER 2 LINEAR FEET, SEE DETAIL H2/CS503.

TRANSITION BARRIER CURB TO MOUNTABLE CURB OVER 2 LINEAR FEET.

PEDESTRIAN GATE, SEE DETAIL H9/CS502. GATE SHALL BE PUSH TO OPEN AND

HARDWARE MUST ALLOW EGRESS ONLY. NO ENTRY FROM EXTERIOR. PROVIDE

EXIT ONLY SIGN PER LIFE SAFETY PLAN. PROVIDE 4" BOLLARD ON HINGE SIDE OF

GATE. PROVIDE HOOK AND EYE TO ALLOW FOR GATE TO BE HELD OPEN WHEN

NECESSARY. HOOK TO BE INSTALLED ON THE GATE.

TRANSITION CURB AND GUTTER TO EXISTING BARRIER CURB OVER 2 LINEAR

FEET.

PAINT 4" WIDE STRIPE AT 45° ANGLE, 2' O.C WITH "NO PARKING" IN 12" HIGH

LETTERS, WHITE PAINT TYP.

GOV PARKING SIGN. SEE TRAFFIC SIGN DETAIL H12/CS502.

ACCESSIBLE PARKING STALL, SEE DETAIL A2/CS501.

ACCESSIBLE PARKING SIGN, SEE DETAIL G2/CS501.

ACCESSIBLE PARKING SIGN WITH VAN ACCESSIBLE SIGNAGE, SEE DETAIL

G2/CS501.

AMERICAN WATER TO PROVIDE 12' WIDE GRAVEL ACCESS DRIVE TO LIFT

STATION. (NOT IN CONTRACT)

MONITORING WELL TO REMAIN. PROTECT DURING CONSTRUCTION. ADJUST LID

TO PROPOSED GRADE.

TRANSITION CURB FROM 6" AT RADIUS RETURN TO 0" OVER 13' LINEAR FEET.

CS101

MATCHLINE CS103

Am en dm en t #

2Q R

_P la ns -0

HEBBLE CREEK RD

FFE = 828.49

FFE = 828.56

CANOPY

GROUND WIRE

GATE ACCESS BOXES

SUBSTATION B

C B

PROPOSED

CONTRACTOR

TRAILER

PROPOSED

GOVERNMENT

TRAILER

24'5'

33' AT SETBACK

8' 8'

5' TY

8' TY

5' TY

9' T

5' TY

8' TY

TYP

19.5'

TYP

39'

TYP

26'

TYP

9' T

40'

18' 4' 18'

131313

11'

18'

TYP

18'

TYP

(TYPE D)

TYP

D D D

D D

S D

S S

CS101

CS102

CS103

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

N O

PLAN

NORTH

E N

SCALE: 1" = 20'

SITE PLANA1

SHEET KEYNOTES

LEGEND

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR LEGEND

2. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM ALL AGENCIES

THAT APPLY TO THE PROJECT PRIOR TO BEGINNING CONSTRUCTION.

3. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.

4. ALL PAVEMENT MARKINGS WITHIN AREA OF RE-STRIPING SHALL BE

REMOVED.

5. EXISTING SIGNAGE WITHIN AREA OF RE-STRIPING SHALL BE REMOVED

AND SALVAGED FOR RE-USE. COORDINATE WITH BCE ON SIGN

RELOCATION.

6. CONTRACTOR TO VERIFY ACCESSIBLE PARKING SPACES AND

ACCESSIBLE AISLES HAVE A MAXIMUM 2% SLOPE IN ANY DIRECTION. IF

NON-COMPLIANT SLOPES ARE FOUND, NOTIFY COR.

7. ACCESSIBLE PATH OF TRAVEL SHALL BE FROM ANY ACCESSIBLE PARKING

SPACE ACCESS AISLE TO NEAREST ENTRANCE.

8. CONTRACTOR TO VERIFY THAT ACCESSIBLE PATH DOES NOT HAVE GAPS

GREATER THAN 0.5". FILL GAPS WITH SELF LEVELING SEALANT. COLOR TO

MATCH CONCRETE.

9. CONTRACTOR TO VERIFY A MINIMUM 4' CLEAR WIDTH ALONG ACCESSIBLE

PATH.

10. ACCESSIBLE PATH SHALL HAVE A 5.0% MAXIMUM RUNNING SLOPE AND A

2.0% MAXIMUM CROSS SLOPE.

11. CONTRACTOR SHALL VERIFY ACCESSIBLE PATH DOES NOT HAVE CHANGE

IN ELEVATION GREATER THAN 0.25" VERTICAL. GRIND CONCRETE UNTIL

PAVEMENT IS FLUSH.

12. PROVIDE EDGE KEY AT ALL LOCATIONS BETWEEN EXISTING AND

PROPOSED ASPHALT. SEE DETAIL H5/CS502.

13. AREAS WITHIN EXISTING PARKING TO BE RE-STRIPED SHALL BE

SEALCOATED BEFORE RE-STRIPING.

PROPOSED ASPHALT PAVEMENT, SEE DETAIL A2/CS500.

PROPOSED CONCRETE SIDEWALK, SEE DETAIL H7/CS500.

PROPOSED RIVER ROCK PER THE ARCH REVIEW

COMMITTEE, SEE DETAIL H9/CS503.

LIMITS OF CONSTRUCTION

6" BARRIER CURB, SEE DETAIL L13/CS500.

CONCRETE SIDEWALK, SEE DETAIL H7/CS500.

FLUSH CONCRETE SIDEWALK, SEE DETAIL H7/CS500.

PAINT 4" WIDE STRIPE, WHITE PAINT TYPICAL.

CONCRETE WHEEL STOP, SEE DETAIL A13/CS500.

PAINT 4" WIDE STRIPE AT 45° ANGLE, 2' O.C., WHITE PAINT TYPICAL.

ACCESSIBLE CURB RAMP, SEE DETAIL A14/CS501.

CROSSWALK, SEE DETAIL M8/CS501.

ACCESSIBLE PARKING STALL, SEE DETAIL A2/CS501.

ACCESSIBLE PARKING SIGN, SEE DETAIL G2/CS501.

ACCESSIBLE PARKING SIGN WITH VAN ACCESSIBLE SIGNAGE, SEE DETAIL

G2/CS501.

TRUNCATED DOMES, SEE DETAIL A7/CS501.

CS103

MAP KEY

NOT TO SCALE

MATCHLINE CS101

Am en dm en t #

2Q R

_P la ns -0

BENCHMARK #2

ELEV: 824.64

N: 659833.81 E: 1532389.48

FFE = 828.49

FFE = 828.56

CANOPY

E E E

C B

NO PARKING

PROPOSED DCP BUILDING

SEE SHEET CS100 FOR

COORDINATE POINTS

D D D

D D

S D

S S

CS104

CS105

CS106

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

N O

MAP KEY

NOT TO SCALE

PLAN

NORTH

E N

SCALE: 1" = 20'

GEOMETRY PLANA1

LEGEND

GENERAL SHEET NOTES

COORDINATE POINT

LIMITS OF CONSTRUCTION

1. REFER TO SHEET C-001 FOR LEGEND

2. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM ALL AGENCIES

THAT APPLY TO THE PROJECT PRIOR TO BEGINNING CONSTRUCTION.

3. REFER TO SHEET CS107 FOR COORDINATE POINTS TABLE.

4. REFER TO STORM AND SANITARY STRUCTURE TABLES FOR ELEVATIONS.

CS104

R Y

MATCHLINE CS106

Am en dm en t #

2Q R

_P la ns -0

HEBBLE CREEK RD

FFE = 828.49

FFE = 828.56

CANOPY

GROUND WIRE

GATE ACCESS BOXES

SUBSTATION B

C B

PROPOSED

CONTRACTOR

TRAILER

PROPOSED

GOVERNMENT

TRAILER

D D D

D D

S D

S S

CS104

CS105

CS106

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

N O

MAP KEY

NOT TO SCALE

PLAN

NORTH

E N

SCALE: 1" = 20'

GEOMETRY PLANA1

LEGEND

GENERAL SHEET NOTES

COORDINATE POINT

LIMITS OF CONSTRUCTION

1. REFER TO SHEET C-001 FOR LEGEND

2. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM ALL AGENCIES

THAT APPLY TO THE PROJECT PRIOR TO BEGINNING CONSTRUCTION.

3. REFER TO SHEET CS107 FOR COORDINATE POINTS TABLE.

4. REFER TO STORM AND SANITARY STRUCTURE TABLES FOR ELEVATIONS.

CS106

R Y

MATCHLINE CS104

Am en dm en t #

2Q R

_P la ns -0

POINT TABLE POINT TABLE POINT TABLE US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

N O

NOT TO SCALE

GEOMETRY POINT TABLEB9

CS107

R Y

ABBREVIATIONS

BOC BACK OF CURB

EOP EDGE OF PAVEMENT

LP LIGHTPOLE

LOC LIMITS OF CONSTRUCTION

MEG MATCH EXISTING GRADE

Am en dm en t #

2Q R

_P la ns -0

SD(R)

E(R)

E(R

G G

G(R) G(R) G(R) G(R) G(R) G(R) G(R)

ST(R)

ST(R

ST(R)

ST(R

ST(R)

ST(R

ST(R)

SAN SAN SAN

SAN

E(U

E(U) E(U)

E(U) E(U) E(U)

E(U) E(U)

E(U) E(U) E(U) E(U) E(U) E(U) E(U)

E(U) E(U)

E(U) E(U) E(U) E(U)

E(U

E(U) E(U)

E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U)

E(U) E(U)

E(U)

G G G G

WWWWWWW

E(U) E(U) E(U) E(U) E(U)

E(U

E(U) E(U) E(U)

G G

E( U)

E(U)

E( U)

E(U

BENCHMARK #2

ELEV: 824.64

N: 659833.81 E: 1532389.48

ST(R)

G G

FFE = 828.49

FFE = 828.56

CANOPY

E(R)

E(R)ABANDONED

E(U)

E(U

GROUND WIRE

GATE ACCESS BOXES

E E E

SUBSTATION B

W W

E(U) E(U)

E(U)

E(U

E(U) E(U)

E(U)

E(U

W W

C B

WWW

E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)

E(U)

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

E(U)

E(U

E(U)

NO PARKING

W W

E(U

W W

WWW

COMM

C O

M M

C O

M M

E(U)

EXISTING

BUILDING

10858

PROPOSED DCP BUILDING

33' AT SETBACK

LIMITS OF CONSTRUCTION

DRIVE AISLE A

D R

E B

D R

E D

DRIVE AISLE C

DRIVE AISLE A

START

STA=0+00.00

N=659601.62

E=1532060.87

DRIVE AISLE A

END

STA=2+77.40

N=659755.82

E=1532291.45

DRIVE AISLE D

START

STA=0+00.00

N=659445.54

E=1532110.79

DRIVE AISLE C

START

STA=0+00.00

N=659445.54 E=1532110.79

DRIVE AISLE B

START

STA=0+00.00

N=659526.69 E=1532364.51

DRIVE AISLE C

END

STA=2+66.38

N=659526.69

E=1532364.51

DRIVE AISLE B

END

STA=2+40.49

N=659755.82 E=1532291.45

DRIVE AISLE D

END

STA=1+63.86

N=659601.62

E=1532060.87

WATER QUALITY BASIN

D D D

D D

S D

S S

CS201

CS202

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

MAP KEY

NOT TO SCALE

PLAN

NORTH

E N

SCALE: 1" = 20'

PAVEMENT ALIGNMENTSA1

GENERAL SHEET NOTES

1. UTILITIES ARE SHOWN FOR REFERENCE ONLY. SEE UTILITY

PLANS CU101-CU103.

CS201

LEGEND

LIMITS OF CONSTRUCTION

M E

N D

M E

N T

/3 /2

2Q R

_P la ns -0

SD SDSD

D D D

D D

BENCHMARK #1

ELEV: 825.42

N: 658831.55

E: 1531685.26

DENSE TREES

BENCHMARK #2

ELEV: 824.64

N: 659833.81 E: 1532389.48

HEBBLE CREEK RD

G RD

HEBBLE CREEK RD

SD(R)

FFE = 828.49FFE = 828.56

CANOPY

S S

E E E

C B

NO PARKING

PROPOSED

CONTRACTOR

TRAILER

PROPOSED

GOVERNMENT

TRAILER

EXISTING

BUILDING

10858

EXISTING

BUILDING

10856

EXISTING

BUILDING

10867

PROPOSED

DCP BUILDING

FF = 825.25

3 82

823 824

818 81

LIMITS OF CONSTRUCTION

E L

C O

M M

E M

SAN

BENCHMARK #1

RAILROAD SPIKE IN UTILITY POLE

ELEV: 825.42

N: 658831.55 E: 1531685.26

BENCHMARK #2

SET CN IN CONCRETE

ELEV: 824.64

N: 659833.81 E: 1532389.48

BENCHMARK INFORMATION:

LIMITS OF CONSTRUCTION

822 82

820818819 821821

CONTRACTOR SHALL PROVIDE POSITIVE

DRAINAGE AWAY FROM PAVEMENT AT

RIVER ROCK APRONS, TYPICAL

E(U

E(U) E(U)

E(U

E(U) E(U)

E(U

E(O

S D

S S

CG101

CG102

CG103

BENCHMARK #1

RAILROAD SPIKE IN UTILITY POLE

ELEV: 825.42

N: 658831.55 E: 1531685.26

BENCHMARK #2

SET CN IN CONCRETE

ELEV: 824.64

N: 659833.81 E: 1532389.48

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

LEGEND

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

LIMITS OF CONSTRUCTION

BENCHMARK INFORMATION

PLAN

NORTH

E N

SCALE: 1" = 60'

OVERALL GRADING PLANA1 CG100

L G

M E

N D

M E

N T

/3 /2

2Q R

_P la ns -0

STORM MANHOLE

TC = 824.55

12" PVC NE INV = 818.61

24" RCP S INV = 812.59

24" RCP N INV = 812.51

STORM MANHOLE

TC = 825.59

24" RCP N INV = 813.17

24" RCP E INV = 813.17

CATCH BASIN

TC = 821.03

24" CMP NE

INV = 816.62

18" RCP SW

INV = 816.64

STORM MANHOLE

TC = 824.52

24" RCP N INV = 812.08

24" RCP S INV = 812.08

BENCHMARK #2

ELEV: 824.64

N: 659833.81 E: 1532389.48

FFE = 828.49

FFE = 828.56

CANOPY

36" RCP

" R

GROUND WIRE

GATE ACCESS BOXES

STORM MANHOLE

TC = 825.56

STORM CURB INLET

TC = 825.12

12" RCP NE INV = 823.14

E E E

SUBSTATION B

S C

C B

SDSDSD

SDSDSDSD

C B

SDSDSDSDSD

SDSDSD SD

NO PARKING

EXISTING

BUILDING

10858

PROPOSED DCP BUILDING

33' AT SETBACK

5 82

LIMITS OF CONSTRUCTION

LIMITS OF

CONSTRUCTION

4.3

4.2

4.5

4.7

4.8

4.6

4.9

4.4

1.2

1.1

2.4

1.3

2.5

2.3

1.4

4.1

2.6

2.1

EX 3.1

89'~24" SD @ 0.52%

" S

" S D

.9 0%

58'~24" S D @

0.89%

43'~24" SD @ 0.23%

106'~53"x34" ELLIPTICAL RCP SD @ 0.50%

~5 3" x3 4"

R C

.5 0%

~1 8"

S D

.3 3%

48'~8" SD @ 0.46%

2.0B

118'~6" SD PERFORATED @ 0.50%

2.0A

45'~6" SD PERFORATED @ 0.50%

2.0

5 826

827 82

2.2

90'~24" SD @ 0.90%

57'~12" SD @ 0.46% 48'~12" SD @ 0.46% 28'~12" SD @ 0.46%

28'~15" SD @ 0.46%

42'~15" SD @ 0.31%

31'~15" SD @ 0.26%

44'~15" SD @ 0.82%

-1.6%

-1.5%

-8 .1

-1.5%

-1.6%

-1.5%

44'~24" SD @ 0.34%

33'~53"x34" ELLIPTICAL

RCP SD @ 0.49%

STORM SEWER 1

STORM SEWER 2

STORM SEWER 1

STORM SEWER 3

STORM SEWER 4

WATER QUALITY POND A

HW ELEV = 822.52

REFERENCE DETAIL F3/CG502

PROPOSED

COMM MANHOLE

826.24 828.40

828.40

825.86

TC:825.40

BC:824.90

BC:824.75

824.63

TC:825.18

BC:824.68

825.21

824.76

TC:824.85

BC:824.35

822.82

820.50

822.49 824.45

825.21

820.50

824.45

822.82

820.50

822.49 824.15

TC:823.03

BC:822.53

821.80

TC:824.14

BC:823.64

824.75

825.25

825.21

824.20

824.18

TC:824.95

BC:824.45

825.21

TC:824.19

BC:823.69

TC:824.29

BC:823.79

TC:823.50

BC:823.00

TC:823.91

BC:823.41

TC:823.50

BC:823.00

TC:824.24

BC:823.74

BC:824.60 (EX)

823.53

821.50

821.10

823.90

823.87

TC:824.42

BC:823.92

TC:824.45

BC:823.95

TC:824.21

BC:823.71

TC:824.05

BC:823.55

TC:824.88

BC:824.38

824.98

823.53

822.31 (EX)

822.48

TC:824.00

BC:823.50

823.90

TC:825.15

BC:824.65

825.15

825.11

825.21 825.21

825.11825.11

824.53

824.12 824.17

824.54824.56

824.43824.43

824.61

824.17 824.17

824.61824.53824.58

824.43 824.43

824.27

824.18

824.30

824.40

824.42

824.52

824.18

824.27 824.30

824.42

824.52

824.40

824.55

824.65

825.21

TC:824.85 (EX)

825.66 (EX)

824.55

824.64

TC:822.78

BC:822.28

TC:822.78

BC:822.28

821.87 (EX)

821.76 (EX)

821.58 (EX)

821.59 (EX)

BC:822.15 (EX)

TC:822.97

BC:822.47

TC:824.86

BC:824.36

TC:823.32

BC:822.82

TC:823.23

BC:822.73

TC:822.84

BC:822.34

TC:823.31

BC:822.81

822.71 (EX)

825.95 (EX)

825.45 (EX)

824.85 (EX)

825.13 (EX)

BC:824.66 (EX)

BC:824.62 (EX)

BC:824.55 (EX)

BC:824.51 (EX)

BC:824.55 (EX)

BC:824.57 (EX)

822.63 (EX)

824.41 (EX)

825.03 (EX)

TC:823.50

BC:823.00

TC:823.50

BC:823.00

TC:824.08

BC:823.58

823.10

823.18

824.75

TC:825.11

BC:824.61

TC:825.18

BC:824.68

825.01

825.23

TC:825.31

BC:824.81

TC:825.31

BC:824.81

822.93

824.04

822.82

822.49 824.45

TC:825.15

BC:824.65

TC:825.15

BC:824.65

TC:825.15

BC:824.65

824.19

824.32

824.53

BC:823.00

TC:823.33

TC:825.11

BC:825.11

TC:825.26

BC:824.76

TC:825.26

BC:824.76

TC:825.16

BC:824.66

TC:825.18

BC:824.68

825.28

826.24

827.00

826.79

826.62 828.49

828.49

821.91

822.40

823.81 (EX)

824.55 (EX)

824.52 (EX)823.92 (EX)

824.47 (EX)

823.86 (EX)

823.81 (EX)

824.44 (EX)

824.91 (EX)

824.94 (EX)

825.50

825.00824.91

824.94 (EX)824.93 (EX)

825.04 (EX)

824.10

824.31

824.39

824.10 824.26

TC:824.34

BC:823.84

TC:824.26

BC:823.76

821.82 (EX)821.85 (EX)

825.21

TC:823.19

BC:822.69

TC:823.08

BC:822.58

822.59 822.67

822.14 822.25

TC:825.11

BC:825.11

824.66

824.78

D D D

D D

S D

S S

CG101

CG102

CG103

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

SEE TELECOMMUNICATIONS

SITE PLAN SHEET TS101 AND

OVERALL UTILITY SHEET

CU100 FOR CONTINUATION

SHEET KEYNOTES

LEGEND

GENERAL SHEET NOTES

MATCH EXISTING

CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING.

GRADE TO DRAIN.

1. REFER TO SHEET C-001 FOR GENERAL LEGEND

2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL

MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL HAVE THE AREAS

CLEARED AND GRUBBED PRIOR TO START OF WORK.

3. CONTOUR INTERVAL = 1 FOOT

4. CONTRACTOR SHALL BLEND PROPOSED GRADES INTO EXISTING SLOPES.

5. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION LAYOUT STAKING AND

ESTABLISHING ELEVATIONS. CONTRACTOR IS RESPONSIBLE FOR HIRING

SURVEYOR TO ESTABLISH FIELD ELEVATIONS.

6. MINIMUM DEPTH OF TOPSOIL IN UNPAVED AREAS LESS THAN 4:1 SHALL BE 6".

FINAL DEPTH OF TOPSOIL ON SLOPES 4:1 OR STEEPER SHALL BE 3"-4".

7. PROVIDE POSITIVE DRAINAGE TO ALL AREAS.

8. NO BURNING ON SITE IS PERMITTED.

9. ADJUST ALL VALVES, CASTINGS, ETC TO FINAL GRADE.

FINISH GRADE

FINISH GRADE EXISTING

SPOT AT TOP OF CURB

SPOT AT BOTTOM-FACE OF CURB

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

LIMITS OF CONSTRUCTION

DRAINAGE FLOW ARROW

XXX.XX

XXX.XX (EX)

PLAN

NORTH

E N

SCALE: 1" = 20'

GRADING PLANA1

BC:XXX.XX

TC:XXX.XX

CG101

G R

G P

MATCHLINE CG103

M E

N D

M E

N T

/3 /2

2Q R

_P la ns -0

D D D

D D

S D

S S

CG101

CG102

CG103

STORM MANHOLE

TC = 825.59

24" RCP N INV = 813.17

24" RCP E INV = 813.17

CATCH BASIN

TC = 821.59

12" RCP N INV = 817.82

HEBBLE CREEK RD

SD(R)

FFE = 828.49

FFE = 828.56

CANOPY

36" RCP

GROUND WIRE

GATE ACCESS BOXES

STORM MANHOLE

TC = 825.56

STORM CURB INLET

TC = 825.12

12" RCP NE INV = 823.14

SUBSTATION B

SDSD

SDSDSDSD

C B

SDSDSDSDSD SD

PROPOSED

CONTRACTOR

TRAILER

PROPOSED

GOVERNMENT

TRAILER

33' AT SETBACK

5 82

LIMITS OF CONSTRUCTION

4.2

1.4

4.1

2.689'~24" SD @ 0.52%

106'~53"x34" ELLIPTICAL RCP SD @ 0.50%

~1 8"

S D

.3 3%

2.0B

118'~6" SD PERFORATED @ 0.50%

2.0A

45'~6" SD PERFORATED @ 0.50%

2.0

5 826

827 82

824823

31'~15" SD @ 0.26%

44'~15" SD @ 0.82%

EX-CB

-1.6%

-1.5%

-1.3%

-1.2%

-8 .1

-1.5%

-7 .8

-1.5%

-1.6%

-1.5%

-1.3%

44'~24" SD @ 0.34%

STORM SEWER 2

STORM SEWER 1

WATER QUALITY POND A

HW ELEV = 822.52

REFERENCE DETAIL F3/CG502

826.24 828.40

828.40

825.86

TC:825.40

BC:824.90

BC:824.75

824.63

TC:825.18

BC:824.68

825.21

824.76

TC:824.85

BC:824.35

822.82

820.50

822.49 824.45

820.50

824.45

822.82

820.50

822.49

TC:823.03

BC:822.53

821.80

TC:824.14

BC:823.64

824.75

825.25

TC:824.00

BC:823.50

823.90

825.21

TC:824.85 (EX)

BC:824.57 (EX)

822.63 (EX)

824.41 (EX)

825.03 (EX)

824.75

TC:825.11

BC:824.61

TC:825.18

BC:824.68

825.01

825.23

TC:825.31

BC:824.81

TC:825.31

BC:824.81

822.93

824.04

822.82

822.49

824.45 TC:825.26

BC:824.76

TC:825.26

BC:824.76

TC:825.16

BC:824.66

TC:825.18

BC:824.68

825.28

826.24

827.00

826.79

826.62 828.49

828.49

823.81 (EX)

823.93 (EX)

824.46 (EX)

824.48 (EX)

823.99 (EX)

824.00 (EX) 824.50 (EX)

824.55 (EX)

823.98 (EX)

824.52 (EX)823.92 (EX)

824.47 (EX)

823.86 (EX)

823.81 (EX)

824.44 (EX)

824.91 (EX)

824.94 (EX)

825.50

825.00824.91

824.94 (EX)824.93 (EX)

825.04 (EX) 825.12

825.58

BC:825.10 (EX)

TC:825.52

825.55 (EX)

BC:825.01 (EX)

TC:825.38 (EX)

824.97 (EX)

825.00 (EX)

825.02 (EX)

825.06 (EX)

825.08 (EX)

825.04 (EX)

825.04

825.08

825.09

825.13

825.16

825.11

824.10

821.82 (EX)821.85 (EX)

824.66

824.78

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

TC:XXX.XX

NOT TO SCALE

SHEET KEYNOTES

LEGEND

GENERAL SHEET NOTES

MATCH EXISTING

CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING.

GRADE TO DRAIN.

1. REFER TO SHEET C-001 FOR GENERAL LEGEND

2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL

MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL HAVE THE AREAS

CLEARED AND GRUBBED PRIOR TO START OF WORK.

3. CONTOUR INTERVAL = 1 FOOT

4. CONTRACTOR SHALL BLEND PROPOSED GRADES INTO EXISTING SLOPES.

5. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION LAYOUT STAKING AND

ESTABLISHING ELEVATIONS. CONTRACTOR IS RESPONSIBLE FOR HIRING

SURVEYOR TO ESTABLISH FIELD ELEVATIONS.

6. MINIMUM DEPTH OF TOPSOIL IN UNPAVED AREAS LESS THAN 4:1 SHALL BE 6".

FINAL DEPTH OF TOPSOIL ON SLOPES 4:1 OR STEEPER SHALL BE 3"-4".

7. PROVIDE POSITIVE DRAINAGE TO ALL AREAS.

8. NO BURNING ON SITE IS PERMITTED.

9. ADJUST ALL VALVES, CASTINGS, ETC TO FINAL GRADE.

FINISH GRADE

FINISH GRADE EXISTING

SPOT AT TOP OF CURB

SPOT AT BOTTOM-FACE OF CURB

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

LIMITS OF CONSTRUCTION

DRAINAGE FLOW ARROW

XXX.XX

XXX.XX (EX)

PLAN

NORTH

E N

SCALE: 1" = 20'

GRADING PLANA1

BC:XXX.XX

CG103

G R

G P

MATCHLINE CG101 1

M E

N D

M E

N T

/3 /2

2Q R

_P la ns -0

BENCHMARK #1

ELEV: 825.42

N: 658831.55

E: 1531685.26

DENSE TREES

BENCHMARK #2

ELEV: 824.64

N: 659833.81 E: 1532389.48

HEBBLE CREEK RD

G RD

HEBBLE CREEK RD

SD(R)

FFE = 828.49FFE = 828.56

CANOPY

S S

E E E

C B

NO PARKING

PROPOSED

CONTRACTOR

TRAILER

PROPOSED

GOVERNMENT

TRAILER

EXISTING

BUILDING

10858

EXISTING

BUILDING

10856

EXISTING

BUILDING

10867

PROPOSED

DCP BUILDING

FF = 825.25

3 82

823 824

818 81

LIMITS OF CONSTRUCTION

E L

C O

M M

E M

SAN

LIMITS OF CONSTRUCTION

822 82

820818819 821821

SF SFSF

SF SF SF

BID OPTION

E(U

E(U) E(U)

E(U

E(U) E(U)

E(U

E(O

S D

S S

CG201

CG202

CG203

GENERAL SHEET NOTES

LEGEND

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING STORM SEWER

PROPOSED STORM SEWER

LIMITS OF CONSTRUCTION

CONSTRUCTION ENTRANCE

PAINT AND CONCRETE WASHOUT

INLET PROTECTION

SILT FENCE

1. REFER TO SHEET C-001 FOR GENERAL LEGEND

2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL

MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL HAVE THE AREAS

CLEARED AND GRUBBED PRIOR TO START OF WORK.

3. CONTOUR INTERVAL = 1 FOOT

4. BEST MANAGEMENT PRACTICES (BMPS) AND CONTROLS SHALL CONFORM TO

FEDERAL, STATE, OR LOCAL REQUIREMENTS.

5. ALL CONSTRUCTION AREAS SHALL BE STABALIZED AT THE END OF EACH

WORKING DAY.

6. ALL EXPOSED AREAS SHALL BE PERMANENTLY STABALIZED WITHIN SEVEN

DAYS OF REACHING FINAL GRADE. EXPOSED AREAS SHALL BE SEEDED

ACCORDING TO SPEC SECTION 32 92 19.

7. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST

ONCE EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF A RAINFALL

EXCEEDING 0.5 INCHES DURING A 24-HOUR PERIOD. ALL MAINTENANCE

REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND BE

COMPLETED WITHIN 48 HOURS OF REPORT.

8. CONTRACTOR SHALL BLEND PROPOSED GRADES INTO EXISTING SLOPES.

9. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION LAYOUT STAKING AND

ESTABLISHING ELEVATIONS. CONTRACTOR IS RESPONSIBLE FOR HIRING

SURVEYOR TO ESTABLISH FIELD ELEVATIONS.

10. MINIMUM DEPTH OF TOPSOIL IN UNPAVED AREAS LESS THAN 4:1 SHALL BE 6".

FINAL DEPTH OF TOPSOIL ON SLOPES 4:1 OR STEEPER SHALL BE 3"-4".

11. PROVIDE POSITIVE DRAINAGE TO ALL AREAS.

12. NO BURNING ON SITE IS PERMITTED.

13. CONTRACTOR MUST MAINTAIN THE GRASS IN THEIR LIMITS OF CONSTRUCTION

TO NO HIGHER THAN 10".

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

PLAN

NORTH

E N

SCALE: 1" = 60'

OVERALL EROSION CONTROL PLANA1 CG200

O N

C O

O L

M E

N D

M E

N T

/3 /2

2Q R

_P la ns -0

BENCHMARK #2

ELEV: 824.64

N: 659833.81 E: 1532389.48

FFE = 828.49

FFE = 828.56

CANOPY

GROUND WIRE

GATE ACCESS BOXES

E E E

SUBSTATION B

S C

C B

SDSDSD

SDSDSDSD

C B

SDSDSDSDSD

SDSDSD SD

NO PARKING

EXISTING

BUILDING

10858

PROPOSED DCP BUILDING

FFE = 825.25

33' AT SETBACK

5 82

LIMITS OF CONSTRUCTION

LIMITS OF

CONSTRUCTION

WATER QUALITY BASIN

SF SF SF

826 827 82

TYP

D D D

D D

S D

S S

CG201

CG202

CG203

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING STORM SEWER

PROPOSED STORM SEWER

LIMITS OF CONSTRUCTION

SILT FENCE

SILT DIKE

CONSTRUCTION ENTRANCE

PAINT AND CONCRETE WASHOUT

INLET PROTECTION

TREE PROTECTION

1. REFER TO SHEET C-001 FOR GENERAL LEGEND

2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL

MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL HAVE THE AREAS

CLEARED AND GRUBBED PRIOR TO START OF WORK.

3. CONTOUR INTERVAL = 1 FOOT

4. BEST MANAGEMENT PRACTICES (BMPS) AND CONTROLS SHALL CONFORM TO

FEDERAL, STATE, OR LOCAL REQUIREMENTS.

5. ALL CONSTRUCTION AREAS SHALL BE STABALIZED AT THE END OF EACH

WORKING DAY.

6. ALL EXPOSED AREAS SHALL BE PERMANENTLY STABALIZED WITHIN SEVEN

DAYS OF REACHING FINAL GRADE. EXPOSED AREAS SHALL BE SEEDED

ACCORDING TO SPEC SECTION 32 92 19.

7. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST

ONCE EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF A RAINFALL

EXCEEDING 0.5 INCHES DURING A 24-HOUR PERIOD. ALL MAINTENANCE

REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND BE

COMPLETED WITHIN 48 HOURS OF REPORT.

8. CONTRACTOR SHALL BLEND PROPOSED GRADES INTO EXISTING SLOPES.

9. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION LAYOUT STAKING AND

ESTABLISHING ELEVATIONS. CONTRACTOR IS RESPONSIBLE FOR HIRING

SURVEYOR TO ESTABLISH FIELD ELEVATIONS.

10. MINIMUM DEPTH OF TOPSOIL IN UNPAVED AREAS LESS THAN 4:1 SHALL BE 6".

FINAL DEPTH OF TOPSOIL ON SLOPES 4:1 OR STEEPER SHALL BE 3"-4".

11. PROVIDE POSITIVE DRAINAGE TO ALL AREAS.

12. NO BURNING ON SITE IS PERMITTED.

13. CONTRACTOR MUST MAINTAIN THE GRASS IN THEIR LIMITS OF CONSTRUCTION

TO NO HIGHER THAN 10".

INLET PROTECTION, SEE DETAIL A14/CG500.

SILT FENCE, SEE DETAIL K1/CG500.

SILT DIKE, SEE DETAIL E7/CS501.

TREE PROTECTION, SEE DETAIL A7/CS501.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

SEE TELECOMM SITE PLANS SHEET

TS101 AND OVERALL UTILITY SHEET

CU100 FOR CONTINUATION.

PROVIDE SILT FENCE EROSION

CONTROL ON DOWNHILL SIDE OF

CONSTRUCTION FOR LENGTH OF

TELECOMM WORK.

PLAN

NORTH

E N

SCALE: 1" = 20'

EROSION CONTROL PLANA1 CG201

N C

O N

MATCHLINE CG203

M E

N D

M E

N T

/3 /2

2Q R

_P la ns -0

D D D

D D

S D

S S

CG201

CG202

CG203

HEBBLE CREEK RD

SD(R)

FFE = 828.49

FFE = 828.56

CANOPY

GROUND WIRE

GATE ACCESS BOXES

SUBSTATION B

SDSD

SDSDSDSD

C B

SDSDSDSDSD SD

PROPOSED

CONTRACTOR

TRAILER

PROPOSED

GOVERNMENT

TRAILER

33' AT SETBACK

5 82

LIMITS OF CONSTRUCTION

WATER QUALITY BASIN

SF SF SF

826 827 82

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING STORM SEWER

PROPOSED STORM SEWER

LIMITS OF CONSTRUCTION

SILT FENCE

SILT DIKE

CONSTRUCTION ENTRANCE

PAINT AND CONCRETE WASHOUT

INLET PROTECTION

1. REFER TO SHEET C-001 FOR GENERAL LEGEND

2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL

MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL HAVE THE AREAS

CLEARED AND GRUBBED PRIOR TO START OF WORK.

3. CONTOUR INTERVAL = 1 FOOT

4. BEST MANAGEMENT PRACTICES (BMPS) AND CONTROLS SHALL CONFORM TO

FEDERAL, STATE, OR LOCAL REQUIREMENTS.

5. ALL CONSTRUCTION AREAS SHALL BE STABALIZED AT THE END OF EACH

WORKING DAY.

6. ALL EXPOSED AREAS SHALL BE PERMANENTLY STABALIZED WITHIN SEVEN

DAYS OF REACHING FINAL GRADE. EXPOSED AREAS SHALL BE SEEDED

ACCORDING TO SPEC SECTION 32 92 19.

7. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST

ONCE EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF A RAINFALL

EXCEEDING 0.5 INCHES DURING A 24-HOUR PERIOD. ALL MAINTENANCE

REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND BE

COMPLETED WITHIN 48 HOURS OF REPORT.

8. CONTRACTOR SHALL BLEND PROPOSED GRADES INTO EXISTING SLOPES.

9. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION LAYOUT STAKING AND

ESTABLISHING ELEVATIONS. CONTRACTOR IS RESPONSIBLE FOR HIRING

SURVEYOR TO ESTABLISH FIELD ELEVATIONS.

10. MINIMUM DEPTH OF TOPSOIL IN UNPAVED AREAS LESS THAN 4:1 SHALL BE 6".

FINAL DEPTH OF TOPSOIL ON SLOPES 4:1 OR STEEPER SHALL BE 3"-4".

11. PROVIDE POSITIVE DRAINAGE TO ALL AREAS.

12. NO BURNING ON SITE IS PERMITTED.

13. CONTRACTOR MUST MAINTAIN THE GRASS IN THEIR LIMITS OF CONSTRUCTION

TO NO HIGHER THAN 10".

INLET PROTECTION, SEE DETAIL A14/CG500.

SILT FENCE, SEE DETAIL K1/CG500.

CONTRACTOR TO PROTECT CATCH BASIN THROUGHOUT CONSTRUCTION.

SILT DIKE, SEE DETAIL E7/CS501.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

PLAN

NORTH

E N

SCALE: 1" = 20'

EROSION CONTROL PLANA1 CG203

N C

O N

MATCHLINE CG201 1

M E

N D

M E

N T

/3 /2

2Q R

_P la ns -0

G G

G(R) G(R) G(R)

G(R) G(R) G(R) G(R)

ST(R

SD SDSD

SAN SAN SANSAN

SAN

SAN SAN SAN

E(U

E(U) E(U)

E(U) E(U) E(U) E(U) E(U)

E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U)

E(U

E(U) E(U)

E(U) E(U) E(U)

E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U)

E(U)E(U)E(U)E(U)E(U)E(U)E(U)

E(U)

G G G G G GG

MWWWWWWWWWWW

E(U)

E(U

E(U)

G G

E(U)

E(U

E(O)

E(O)E(O)E(O)

E(O

E(O)

D D D

D D

DENSE TREES

HEBBLE CREEK RD

G RD

HEBBLE CREEK RD

SAN(R)

SD(R)

G G

FFE = 828.49FFE = 828.56

CANOPY

COMM MANHOLE

DEPTH OF

STRUCTURE: 10'

DEPTH OF

CONDUIT: 6'

SAN SAN SAN SANS

E(R)

ABANDONED

E(U)

E E E

S W W

E(U) E(U)

COMM COMM COMM COMMCOMM

E(O)

E(O

E(O)

E(O

W W

C B

S SAN

E(U)E(U)E(U)E(U)E(U)

E(U)

COMM

C O

M M

C O

M M

E(U)

E(U

NO PARKING

PROPOSED

CONTRACTOR

TRAILER

W W

E(U

PROPOSED

GOVERNMENT

TRAILER

E(U

C O

M M

C O

M M

W E(U

EXISTING

BUILDING

10858

EXISTING

BUILDING

10856

EXISTING

BUILDING

10859

E(U)

COMME(

E(U) E(U) E(U) E(U) E(U)

E(U) E(U) E(U) E(U) E(U) E(U)

E(U) E(U) E(U)

G G

E(U

E(U) E(U)

COMM

E(U

E(U)E(U)

COMM

COMME(U)

E(U)

E(U)E(U)

G G G G G G G G G

SAN

EXISTING

BUILDING

10867

PROPOSED

DCP

BUILDING

LIMITS OF

CONSTRUCTION

33' AT SETBACK

LIMITS OF CONSTRUCTION

BID OPTION

D D D

D D

S D

S S

CU101

CU102

CU103

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

SCALE: 1" = 60'

OVERALL UTILITY PLANA1

PLAN

NORTH

E N

CU100

L U

M E

N D

M E

N T

/3 /2

2Q R

_P la ns -0

S SANSAN

W W

E(U) E(U)

E(U)

E(U

E(U) E(U)

E(U)

E(U

W W

C B

SDSDSD

SDSDSDSD

C B

SDSDSDSDSD

SAN

SANSANSANSAN

WWW

SDSDSD SD

E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)

E(U)

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

E(U)

E(U

E(U)

NO PARKING

SANSAN

W W

E(U

W W

WWW

COMM

C O

M M

C O

M M

E(U)

EXISTING

BUILDING

10858

PROPOSED BUILDING

17,126 SF

33' AT SETBACK

LIMITS OF CONSTRUCTION

TYP

4.3

4.2

4.54.74.8 4.64.9

4.4

1.2

1.1

2.4

1.3

2.5

2.3

1.4 4.1

2.6

2.1

EX 3.1

89'~24" SD

" S

" S D

58'~24" S D

43'~24" SD

106'~53"x34" ELLIPTICAL RCP SD

~5 3" x3 4"

R C

~1 8"

S D

48'~8" SD

WATER QUALITY BASIN

SD(R)

E(R)

E(R

G G

G(R) G(R) G(R) G(R) G(R) G(R) G(R)

ST(R)

ST(R

ST(R)

ST(R

ST(R)

ST(R

ST(R)

W(R)

W (R

W(R)W(R)W(R)W(R)

W(R)W(R)

W (R

W(R) W(R) W(R) W(R)

SAN SAN SAN

SAN

E(U

E(U) E(U)

E(U) E(U) E(U)

E(U) E(U)

E(U) E(U) E(U) E(U) E(U) E(U) E(U)

E(U) E(U)

E(U) E(U) E(U) E(U)

E(U

E(U) E(U)

E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U)

E(U)

E(U) E(U)

E(U)E(U) E(U)

E(U)

G G G G

WWWWWWW

E(U) E(U) E(U) E(U) E(U)

E(U

E(U) E(U) E(U)

G G

E( U)

E(U)

E( U)

E(U

SANITARY MANHOLE

TC = 825.38

8" PVC S INV = 821.08

8" PVC E INV = 821.06

STORM MANHOLE

TC = 824.55

12" PVC NE INV = 818.61

24" RCP S INV = 812.59

24" RCP N INV = 812.51

STORM MANHOLE

TC = 825.59

24" RCP N INV = 813.17

24" RCP E INV = 813.17

CATCH BASIN

TC = 821.03

24" CMP NE

INV = 816.62

18" RCP SW

INV = 816.64

STORM MANHOLE

TC = 824.52

24" RCP N INV = 812.08

24" RCP S INV = 812.08

BENCHMARK #2

ELEV: 824.64

N: 659833.81 E: 1532389.48

ST(R)

G G

FFE = 828.49

FFE = 828.56

CANOPY

ABAN

O N

36" RCP

" R

E(R)

E(R)ABANDONED

E(U)

E(U

GROUND WIRE

GATE ACCESS BOXES

STORM MANHOLE

TC = 825.56

STORM CURB INLET

TC = 825.12

12" RCP NE INV = 823.14

E E E

SUBSTATION B

A.5

A.2

A.4

A.3

A.7

3'~6" SAN @ 2.00%61'~6" SAN @ 5.36%

8" S

.5 0%

113'~6" SAN @ 1.00%

2.2

57'~12" SD

48'~12" SD

28'~12" SD

28'~15" SD

" S

" S D

44'~15" SD

90'~24" SD

2 2

45'~6" SD

118'~6" SD

" S

2.0A 2.0

'~53

"x3 4"

ELL

IPTICAL R

CP SD

A.6

D W

PROPOSED WATER 3

PROPOSED WATER 4

PROPOSED WATER 1

PROPOSED SANITARY SEWER

PROPOSED SANITARY LATERAL

STORM-1

STORM-2

STORM SEWER 3

STORM-4

STORM-2.0

EXISTING

POWER

CONNECTION

STORM-2

WATER QUALITY POND A.

REFERENCE DETAIL

F3/CG502.

4 4

5' MIN

STORM SEWER 2.0A

STORM SEWER 2.0B 2.0B

D W

27 27

(6" SAN LATERAL FOR

COOLING TOWERS)

EXISTING

COMMUNICATIONS

BOX

D D D

D D

S D

S S

CU101

CU102

CU103

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

W R

T-

, O H

E D

D R

. M

L U

G , J

R . P

E, K

C H

C O

R P.

, T H

O R

D P

K, K S

2Q R

T C

O O

G P

T (D

C P)

N . V

N O

MAP KEY

NOT TO SCALE

SEE TELECOMM SITE PLAN

SHEET TS101 AND OVERALL

UTILITY SHEET CU100 FOR

CONTINUATION

PLAN

NORTH

E N

SCALE: 1" = 20'

UTILITY PLANA1

SHEET KEYNOTES

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR GENERAL LEGEND

2. THE CONTRACTOR SHALL CONTACT THE OHIO ONE CALL CENTER AT 1-800-362-2764 AT

LEAST 10 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION.

3. PROTECT UTILITIES TO REMAIN IN SERVICE DURING DEMOLITION AND ONGOING

CONSTRUCTION OPERATIONS. POTHOLE EXISTING UTILITIES WITHIN THE LIMITS OF

DISTURBANCE TO VERIFY DEPTH.

4. ALL UTILITY WORK IS TO BE COORDINATED WITH BCE AND THE RESPECTIVE UTILITY

PROVIDER.

5. AMERICAN WATER (AW) OWNS AND OPERATES THE WATER DISTRIBUTION AND SANITARY

SEWER COLLECTION SYSTEMS AT WPAFB.

6. CONTRACTOR TO COORDINATE ALL FIRE HYDRANT FLOW TESTING, WATER SHUTDOWNS,

TEMPORARY WATER FROM FIRE HYDRANT, UTILITY DISCONNECTIONS, ETC. WITH

AMERICAN WATER (AW). ONLY AW PERSONNEL MAY OPERATE EXISTING VALVES OR

HYDRANTS. CONTACT AMERICAN WATER AT 937-623-9786 TO SCHEDULE 3 DAYS IN

ADVANCE OF THE WORK.

7. CONTRACTOR TO ADJUST EXISTING UTILITIES AS NECESSARY TO PROVIDE ADEQUATE

CLEARANCE FOR PROPOSED UTILITY CROSSINGS.

8. ELECTRIC UTILITY PROVIDER IS AES OHIO. COMM UTILITY PROVIDER IS 88 CEG.

9. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE

SANITARY SEWER SYSTEM ARE PROHIBITED.

10. ADJUST ALL VALVES, CASTINGS, ETC TO FINAL GRADE.

11. COORDINATE ALL BUILDING CONNECTIONS WITH ARCHITECTURAL AND PLUMBING PLANS.

AMERICAN WATER TO INSTALL 4" DIP PRESSURE CLASS 300 SANITARY FORCE MAIN.

(NOT IN CONTRACT)

SANITARY SEWER CLEANOUT, SEE DETAIL J12/CU500.

6" DUCTILE IRON DOMESTIC WATER SERVICE.

UTILITY AND SEWER CROSSING, SEE DETAIL A1/CU500.

PROPOSED UNDERGROUND ELECTRIC, COORDINATE WITH SITE ELECTRICAL PLANS

AND UTILITY OWNER.

PROPOSED TELECOMMUNICATIONS MANHOLE, SEE TELECOMM PLANS.

PROPOSED PARKING LOT LIGHTING ELECTRICAL LINE.

AMERICAN WATER TO INSTALL LIFT STATION, SEE CU504. (NOT IN CONTRACT)

RELOCATED LIGHTPOLE. COORDINATE WITH SITE ELECTRICAL PLANS.

COOLING TOWER

AMERICAN WATER TO INSTALL FIRE HYDRANT, SEE DETAIL A14/CU501. (NOT IN

CONTRACT)

FIRE DEPARTMENT CONNECTION

EXISTING GAS AND ELECTRIC LINES SHALL BE ADJUSTED AT PROPOSED SANITARY

CROSSING. REMOVE 10' SECTION CENTERED ON SANITARY CROSSING AND PROVIDE 6"

MIN CLEARANCE BETWEEN PIPES.

TRANSFORMER PAD, SEE SITE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

AMERICAN WATER TO CONNECT TO EXISTING 8" WATER MAIN. (NOT IN CONTRACT)

AMERICAN WATER TO INSTALL WATER VALVE . STUB PIPE 10' AND CAP END FOR FUTURE

EXPANSION. (NOT IN CONTRACT)

AMERICAN WATER TO CONNECT FORCEMAIN TO EXISTING MANHOLE. INSTALL

FIBERGLASS LINER PER AMERICAN WATER SPECIFICATIONS. (NOT IN CONTRACT)

FUTURE COOLING TOWER, FOR REFERENCE ONLY.

SETOVER MANHOLE, SEE DETAIL A12/CU500.

CONNECT TO EXISTING CATCH BASIN.

AMERICAN WATER TO INSTALL POST INDICATOR VALVE, SEE DETAIL J17/CU500. (NOT IN

CONTACT)

CHILLED WATER PIPES ON PIPE BRIDGE. SEE ARCHITECTURAL AND PLUMBING PLANS

FOR ADDITIONAL INFORMATION.

6" DUCTILE IRON FIRE SERVICE

AMERICAN WATER TO INSTALL 8" DUCTILE IRON PIPE WATER MAIN. (NOT IN CONTRACT)

AMERICAN WATER POINT OF DEMARCATION (POD). MIN 5' OFF BUILDING/FENCE LINE.

ELECTRICALHANDHOLE, SEE ELECTRICAL PLANS FOR DETAILS.

CAST IRON DOWNSPOUT BOOT AT ALL DOWNSPOUT CONNECTIONS, SEE DETAIL

J8/CU500.

PROPOSED ELECTRICAL DUCTBANK FOR FUTURE ISF. COORDINATE WITH SITE

ELECTRICAL PLANS AND UTILITY OWNER.

PROPOSED TEMPORARY EXTENSION OF EXISTING WATER SERVICE FROM TRAILERS

(10859) BEING DEMOLISHED. TO BE REMOVED, BACKFILLED AND RESTORED TO EXISTING

CONDITIONS UPON PROJECT COMPLETION.

PROPOSED TEMPORARY ELECTRIC AND COMM LINES. SEE ELECTRICAL SHEET ES103

FOR ADDITIONAL INFORMATION. TO BE REMOVED UPON PROJECT COMPLETION.

3" DUCTILE IRON PIPE, SEE PLUMBING PLAN P-103 FOR DETAILS.

BACKUP WATER SUPPLY CONNECTION.

CU101

MATCHLINE CU103

Am en dm en t #

2Q R

_P la ns -0

D D D

D D

S D

S S

CU101

CU102

CU103

SDSD

SDSDSDSD

C B

SDSDSDSDSD SD

E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)

E(U)

E(U

PROPOSED

CONTRACTOR

TRAILER

W W

E(U

SAN

E(U

WWW

PROPOSED

GOVERNMENT

TRAILER

E(U

C O

M M

C O

M M

C O

M M

COMM

C O

M M

C O

M M

COMM

C O

M M

C O

M M

W W

E(U

E(U)

33' AT SETBACK

LIMITS OF CONSTRUCTION

4.2

1.4 4.1

2.689'~24" SD

106'~53"x34" ELLIPTICAL RCP SD

~1 8"

S D

WATER QUALITY BASIN

G G

ST(R)

ST(R

ST(R)

ST(R

ST(…

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File details come from the government source that posted it. Updated Feb 12, 2026.