Attachment 08 - Drawings - Civil.pdf

EXISTING COTTAGE

BLDG #25

FF = 2597.56

EXISTING COMMUNITY COTTAGE

BLDG #24

FF = 2595.46

EXISTING BLDG #4

FF = 2592.00

EXISTING DOMICILIARY

BLDG #7

REMOVE ±247 LF

EXIST GAS LINE

REMOVE ±164 LF

EXIST SAN SWR

& INSTALL PLUG AT

EXIST MANHOLE

REMOVE ±152 LF

EXIST STEAM LINE

& CAP AT EXIST

MANHOLE

NEW COTTAGE

BLDG #27 OUTLINE

NEW COTTAGE

BLDG #26 OUTLINE

FUTURE COTTAGE

BLDG #28 OUTLINE

REMOVE ±78 LF

EXIST SAN SWR

REMOVE EXIST

SAN CLEANOUT

REMOVE EXIST

LIGHT POLE

REMOVE

EXIST ELEC

BOX

REMOVE & REPLACE EXIST FENCE

PANEL AND CONC MOW STRIP AS

REQ'D TO CONSTRUCT NEW STM

SWR OUTFALL (RE: CS-200).

PROTECT EXIST WATER LINES

(INSTALL VERTICAL OFFSET AS REQ'D).

REMOVE ±109 LF

EXIST STM SWR

REMOVE ±33 LF

EXIST WATER LINE

REMOVE & RELOCATE

EXIST FIRE HYDRANT

(RE: CS-107)

REMOVE ±126 LF

EXIST STM SWR

& INSTALL PLUG AT

EXIST MANHOLE

REMOVE EXIST

MANHOLE/INLET

REMOVE ±80 LF

EXIST SAN SWR

REMOVE ±68 LF

EXIST STM SWR

PROTECT EXIST

U/G ELEC LINE

(TO REMAIN)

H2B, INC.

Texas Firm Registration No. 8856

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

BENCHMARK: .

NOTES: .

LEGEND: .

BEARINGS, DISTANCES AND ACREAGE SHOWN HERE ON ARE

NAD 83 (CORS96), LAMBERT GRID AND CONFORM TO THE TEXAS

COORDINATE SYSTEM, "TEXAS CENTRAL ZONE", UTILIZING NGS

OPUS SOLUTION, COMBINED SCALE FACTOR = 0.99985394.

ELEVATIONS SHOWN HEREON ARE RELATIVE TO PROJECT

BENCHMARK #6. ELEVATION = 2588.00 FEET.

1. THE TOPOGRAPHIC BACKGROUND SHOWN IS A

COMBINATION OF FIELD SURVEY, ASBUILT DRAWINGS, AND

CONSTRUCTION PLANS. CONTRACTOR SHALL FIELD

VERIFY ALL FEATURES PRIOR TO COMMENCING WORK,

AND SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES

OR CONFLICTS EXIST.

2. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION TO LOCATE PUBLIC UTILITIES.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

PRIVATE UTILITIES PRIOR TO ANY EXCAVATION.

3. LIMITS OF DEMOLITION REQUIRED IS SHOWN IN

SCHEMATIC REPRESENTATION ONLY. LIMITS OF

DEMOLITION TO BE VERIFIED IN FIELD BY CONTRACTOR.

4. ALL DEMOLISHED MATERIAL TO BE DISPOSED OF OFF-SITE

BY CONTRACTOR.

5. CONTRACTOR SHALL PROTECT ALL SURFACE FEATURES,

UNDERGROUND UTILITIES, AND THEIR APPURTENANCES

THAT ARE NOT IDENTIFIED TO BE REMOVED. DAMAGES

SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

PROPERTY LINE

REMOVE EXISTING PAVEMENT

EXISTING UTILITY TO BE REMOVED

0 20' 40'

SCALE: 1" = 20'

EXISTING GAS LINE

SAN

WL

COMM

OHP

STM

UGE

GAS

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD POWER

EXISTING COMMUNICATION LINE

EXISTING WATER LINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING FENCE

DEMOLITION LAYOUT

1" = 20'

CS-001

DEMOLITION

LAYOUT

EXISTING STEAM LINE

STEAM

DEMO KEYED NOTES: .

FULL DEPTH SAWCUT (APPROX. 10" DEPTH)

(CONTRACTOR TO FIELD VERIFY)

FF = 2597.56

EXISTING COMMUNITY COTTAGE

BLDG #24

FF = 2595.46

EXISTING BLDG #4

FF = 2592.00

16+00

17+00

18+00

B P

P C

PT: 12+67.31

PC: 15+21.52

P T

E P

BEGIN D/W

(MATCH EXIST)

STA 10+35.40,

10.52' RT

BEGIN D/W

(MATCH EXIST)

STA 10+35.00,

12.00' LT

E/R STA 12+11.83,

10.62' RT

E/R STA 12+68.69,

12.00' RT

E/R STA 12+67.31,

12.00' LT

E/R STA 15+21.44,

12.00' RT

E/R STA 15+21.52,

12.00' LT

E/R STA 15+79.65,

12.00'LT

E/R STA 17+17.10,

12.00' RT

E/R STA 17+76.59,

12.00' RT

END NEW D/W

STA 17+96.59,

12.00' RT

END NEW D/W

STA 17+96.59,

12.00' LT

MATCH EXIST

STA 17+28.42,

45.56' RT

MATCH EXIST

STA 17+73.64,

44.48' RT

E/R STA 15+79.64,

12.00'RT

E/R STA 12+11.86,

12.00' LT

NEW DRIVEWAY ALIGNMENT

S

.3

"W

.8

S

E

N77° 06' 48.87"E

220.36'

C

C

NEW DRIVEWAY ALIGNMENT

25.00' B/B

24.00' F/F 0.50'0.50'

.0

12.00' 12.00'

RE: 1/CS-300 FOR

PVMT SECTION

NEW

DRIVEWAY

ALIGNMENT

25.00' B/B

24.00' F/F 0.50'0.50'

VARIES

12.00' 12.00'

RE: 1/CS-300 FOR

PVMT SECTION

NEW

DRIVEWAY

ALIGNMENT

PVMT CROSS SLOPE

REVERSES DIRECTION

ACROSS STATION RANGE

(RE: CS-102)

25.00' B/B

24.00' F/F 0.50'

.0

12.00' 12.00'

RE: 1/CS-300 FOR

PVMT SECTION

NEW

DRIVEWAY

ALIGNMENT

0.50'

±23.50' B/B

±22.50' F/F 0.50'

.0

12.00'

VARIES

(10.50' USUAL)

RE: 1/CS-300 FOR

PVMT SECTION

NEW

DRIVEWAY

ALIGNMENT

0.50'

H2B, INC.

Texas Firm Registration No. 8856

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

BENCHMARK: .

NOTES: .

LEGEND: .

BEARINGS, DISTANCES AND ACREAGE SHOWN HERE ON ARE

NAD 83 (CORS96), LAMBERT GRID AND CONFORM TO THE TEXAS

COORDINATE SYSTEM, "TEXAS CENTRAL ZONE", UTILIZING NGS

OPUS SOLUTION, COMBINED SCALE FACTOR = 0.99985394.

ELEVATIONS SHOWN HEREON ARE RELATIVE TO PROJECT

BENCHMARK #6. ELEVATION = 2588.00 FEET.

1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, UNLESS

OTHERWISE NOTED.

2. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION TO LOCATE PUBLIC UTILITIES.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

PRIVATE UTILITIES PRIOR TO ANY EXCAVATION.

3. THE TOPOGRAPHIC BACKGROUND SHOWN IS A

COMBINATION OF FIELD SURVEY, ASBUILT DRAWINGS, AND

CONSTRUCTION PLANS. CONTRACTOR SHALL FIELD

VERIFY ALL FEATURES PRIOR TO COMMENCING WORK,

AND SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES

OR CONFLICTS EXIST.

4. TYPICAL SECTIONS CUT FACING DOWN STATION.

PROPERTY LINE

NEW STM SWR TYPE-C MH (RE: 2/CS-301)

NEW SANITARY SEWER (RE: CS-107)

NEW WATER LINE (RE: CS-107)

NEW CONC FLUME (RE: 9/CS-301)

NEW GAS LINE (RE: MEP)

NEW FENCE (RE: CS-305)

NEW GRASS SWALE (RE: 8/CS-301)

0 20' 40'

SCALE: 1" = 20'

EXISTING GAS LINE

SAN

WL

COMM

OHP

STM

UGE

GAS

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD POWER

EXISTING COMMUNICATION LINE

EXISTING WATER LINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING FENCE

DRIVEWAY AND ALIGNEMENT LAYOUT

1" = 20'

CS-002

ALIGNMENT

LAYOUT

EXISTING STEAM LINE

STEAM

NEW STM SWR TYPE-A GRT INL (RE: 1/CS-301)

NEW STM SWR TYPE-PCU CURB INL (RE: CS-302)

NEW SAN OR STM SWR CLEANOUT (RE: 4/CS-303)

NEW FIRE HYDRANT & GATE VALVE (RE: 8/CS-303)

NEW GATE CARD READER

Horizontal Alignment Report

File: S:\Projects\Spur Design\Big Spring CLC PhII\DWG\_PROP.dwg

Report Date: 9/28/2020 11:41:38 AM

Alignment Name: DRIVEWAY

Station Range: Start: 10+00.00, End: 18+00.00

Description:

Begin DRIVEWAY

N 6,779,723.6028 E 1,048,718.1859 10+00.00

Line (1)

S72° 38' 49"W 211.87'

N 6,779,660.4117 E 1,048,515.9610 12+11.87

Line (1)

Curve (2)

BC N 6,779,660.4117 E 1,048,515.9610 12+11.87

CTR N 6,779,625.0256 E 1,048,526.7697

PI N 6,779,650.3575 E 1,048,483.0453

Direction Back S73° 00' 53"W

Radius 37.00'

Delta 85°51'26"(LT)

Length 55.44'

Tangent 34.42'

Chord Direction S30° 05' 10"W Distance 50.40'

Direction Ahead S12° 50' 34"E

EC N 6,779,616.8015 E 1,048,490.6953 12+67.31

Curve (2)

Line (3)

S12° 50' 34"E 254.21'

N 6,779,368.9516 E 1,048,547.1994 15+21.52

Line (3)

Curve (4)

BC N 6,779,368.9516 E 1,048,547.1994 15+21.52

CTR N 6,779,377.1758 E 1,048,583.2739

PI N 6,779,332.8772 E 1,048,555.4236

Direction Back S12° 50' 34"E

Radius 37.00'

Delta 90°00'00"(LT)

Length 58.12'

Tangent 37.00'

Chord Direction S57° 50' 34"E Distance 52.33'

Direction Ahead N77° 09' 26"E

EC N 6,779,341.1014 E 1,048,591.4980 15+79.64

Curve (4)

Line (5)

**Non-Tangent** Radial Bearing S12° 50' 34"E

N77° 06' 49"E 220.36'

N 6,779,390.2457 E 1,048,806.3073 18+00.00

Line (5)

N 6,779,390.2457 E 1,048,806.3073 18+00.00

End DRIVEWAY

Alignment Length: 800.00'

TYPICAL SECTION: STA 15+21.44 TO 15+79.64

TYPICAL SECTION: STA 15+79.64 TO 17+96.59

SCALE: H: 1" = 10' V: 1" = 5'

SEE SHEET CS-200 FOR RETAINING WALL DEESIGN

TYPICAL SECTION: STA 12+68.69 TO 15+21.44

TYPICAL SECTION: STA 10+35.00 TO 12+68.69

SCALE: H: 1" = 10' V: 1" = 5'

SCALE: H: 1" = 10' V: 1" = 5'

SCALE: H: 1" = 10' V: 1" = 5'

FF = 2597.56

EXISTING COMMUNITY COTTAGE

BLDG #24

FF = 2595.46

EXISTING BLDG #4

FF = 2592.00

EXISTING DOMICILIARY

BLDG #7

SEE SHEET CS-101

D

R I V

E W

A Y

I S

L E

24' DRIVEWAY AISLE

F.M. 700

SERVICE ROAD

F.M. 700

SERVICE ROAD

R

R

R

R

R

R

R

R

R

.4

.7

20.00' 59.50'

137.42'

NEW COTTAGE

BLDG #27

FF=2597.50

NEW COTTAGE

BLDG #26

FF=2596.50

FUTURE COTTAGE

BLDG #28

(NOT IN CONTRACT)

137.50'

216.92'

20.00'

24.50'

X=1048568.66

Y=6779381.6

X=1048621.38

Y=6779499.0

X=1048612.10

Y=6779539.7

X=1048513.68

Y=6779622.7

60.42'

11.67'

H2B, INC.

Texas Firm Registration No. 8856

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

BENCHMARK: .

NOTES: .

LEGEND: .

BEARINGS, DISTANCES AND ACREAGE SHOWN HERE ON ARE

NAD 83 (CORS96), LAMBERT GRID AND CONFORM TO THE TEXAS

COORDINATE SYSTEM, "TEXAS CENTRAL ZONE", UTILIZING NGS

OPUS SOLUTION, COMBINED SCALE FACTOR = 0.99985394.

ELEVATIONS SHOWN HEREON ARE RELATIVE TO PROJECT

BENCHMARK #6. ELEVATION = 2588.00 FEET.

1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, UNLESS

OTHERWISE NOTED.

2. ALL ASPHALT PAVEMENT SHALL BE 2" THICK WITH 8"

FLEXIBLE BASE AND 6" STABILIZED SUBGRADE.

3. SOD OR HYDROMULCH ALL DISTURBED AREAS.

4. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION TO LOCATE PUBLIC UTILITIES.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

PRIVATE UTILITIES PRIOR TO ANY EXCAVATION.

5. THE TOPOGRAPHIC BACKGROUND SHOWN IS A

COMBINATION OF FIELD SURVEY, ASBUILT DRAWINGS, AND

CONSTRUCTION PLANS. CONTRACTOR SHALL FIELD

VERIFY ALL FEATURES PRIOR TO COMMENCING WORK,

AND SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES

OR CONFLICTS EXIST.

6. NEW AREA DRAINS SHALL BE NDS

24-INCH CATCH BASIN

SERIES, PART No. 2400, OR APPROVED EQUAL.

CONTRACTOR SHALL ALSO PROVIDE ALL ASSOCIATED

ACCESSORIES (PIPES, GRATES, ADAPTORS, ETC.)

REQUIRED TO CONNECT NEW AREA DRAINS TO STORM

SEWER.

NEW 4

" CONCRETE SIDEWALK (RE: 5/CS-300)

NEW ASPHALT PAVEMENT (RE: 1/CS-300)

PROPERTY LINE

NEW STM SWR TYPE-C MH (RE: 2/CS-301)

NEW SANITARY SEWER (RE: CS-107)

NEW WATER LINE (RE: CS-107)

NEW CONC FLUME (RE: 9/CS-301)

SITE KEYED NOTES: .

NEW COTTAGE (PHASE 2)

FUTURE COTTAGE (FOOTPRINT SHOWN)(NOT IN CONTRACT)

FUTURE CONC SIDEWALK (NOT IN CONTRACT)

FUTURE SEAT WALL (NOT IN CONTRACT)

NEW 3" ASPH (8" BASE)(6" STAB SUBGRADE)(RE: 1/CS-300)

NEW 4

" CONC SIDEWALK (RE: 5/CS-300)

NEW 6" CONC CURB & GUTTER (RE: 2/CS-300)

NEW RETAINING WALL (RE: CS-200)

NEW GRASS SWALE (RE: 8/CS-301)

NEW STORM SEWER SYSTEM (RE: CS-105)

NEW SANITARY SEWER SYSTEM (RE: CS-107)

NEW WATER LINE SYSTEM (RE: CS-107)

NEW GAS LINE (RE: MEP)

NEW FENCE (RE: CS-305)

NEW GRASS SWALE (RE: 8/CS-301)

0 20' 40'

SCALE: 1" = 20'

EXISTING GAS LINE

SAN

WL

COMM

OHP

STM

UGE

GAS

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD POWER

EXISTING COMMUNICATION LINE

EXISTING WATER LINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING FENCE

NEW GAS LINE (RE: MEP)

NEW 8'-0" FENCE (RE: 1/CS-305)

NEW PEDESTRIAN GATE (RE: 2/CS-305)

NEW CURB INLET (TYPE PCU)(3'x3')(RE: CS-302)

NEW SEAT WALL (RE: ARCH)

NEW FIRE HYDRANT ASSEMBLY (RE: 8/CS-303)

NEW PHYSICAL SECURITY BARRIER (STONE)(RE: 9/CS-303)

NEW GOLF CART ACCESS GATE (RE: 2/CS-305)

NEW RETAINING WALL CHANNEL (RE: 9/CS-301)

ADJUST EXIST MH/INLET TO GRADE (RE: 4/CS-301)

NEW HANDRAIL (RE: 7/CS-300)

OVERALL SITE LAYOUT

1" = 20'

EXISTING DRIVEWAY GATE TO REMAIN

CS-100

OVERALL SITE

LAYOUT

EXISTING STEAM LINE

STEAM

NEW TYPE C STORM SEWER MANHOLE (RE: 2/CS-301)

NEW TYPE A GRATE INLET (TYPE CB-18)(2'x2')(RE: 1/CS-301)

27 NEW GATE CARD READER

NEW STM SWR TYPE-A GRT INL (RE: 1/CS-301)

NEW STM SWR TYPE-PCU CURB INL (RE: CS-302)

NEW SAN OR STM SWR CLEANOUT (RE: 4/CS-303)

NEW FIRE HYDRANT & GATE VALVE (RE: 8/CS-303)

NEW SAFETY END TREATMENT (6:1)(RE: 7/CS-301)

NEW AREA DRAIN (SEE NOTE 6)

NEW TRUNCATED DOME WARNING STRIP (RE: 8/CS-300)

NEW GATE CARD READER

NEW 5' x 21' CONC EROSION PROTECTION (RE: 1/CS-302)

NEW COTTAGE

BLDG #27

FF=2597.50

NEW COTTAGE

BLDG #26

FF=2596.50

FUTURE COTTAGE

BLDG #28

11.08'

R

R

TYP

TYP

1.50'

L F

E N

C E

.0

113.17'121.08' 20.00'

10.00'

7.75' 5.33'

12.58'

6.00'

13.83'

25.00'8.00' 8.75'

2.00'

14.75'

7.92'

8.67'

8.58'

3.00'

3.00'

5.75'16.67' 57.08'

8.33'

8.00'

33.42'5.75'

8.00'

6.75'

11.08'

3.00'

8.33'

3.00'

57.08'

65.92' 33.42'

29.33' 56.67'

7.25'

0.25'

0.25'

4.00'4.00'

4.00' 4.00'

L

F

E N

C E

11.42' 11.33'

4.75'

2.25'

29.33'56.67'

H2B, INC.

Texas Firm Registration No. 8856

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

BENCHMARK: .NOTES: . LEGEND: .

0 10' 20'

SCALE: 1" = 10'

EXISTING GAS LINE

SAN

WL

COMM

OHP

STM

UGE

GAS

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD POWER

EXISTING COMMUNICATION LINE

EXISTING WATER LINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING FENCE

ENLARGED SITE LAYOUT

1" = 10'

1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, UNLESS

OTHERWISE NOTED.

2. ALL ASPHALT PAVEMENT SHALL BE 2" THICK WITH 8"

FLEXIBLE BASE AND 6" STABILIZED SUBGRADE.

3. SOD OR HYDROMULCH ALL DISTURBED AREAS.

4. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION TO LOCATE PUBLIC UTILITIES.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

PRIVATE UTILITIES PRIOR TO ANY EXCAVATION.

5. THE TOPOGRAPHIC BACKGROUND SHOWN IS A

COMBINATION OF FIELD SURVEY, ASBUILT DRAWINGS, AND

CONSTRUCTION PLANS. CONTRACTOR SHALL FIELD VERIFY

ALL FEATURES PRIOR TO COMMENCING WORK, AND SHALL

NOTIFY THE ENGINEER IF ANY DISCREPANCIES OR

CONFLICTS EXIST.

CS-101

ENLARGED

SITE LAYOUT

BEARINGS, DISTANCES AND ACREAGE SHOWN HERE ON ARE

NAD 83 (CORS96), LAMBERT GRID AND CONFORM TO THE TEXAS

COORDINATE SYSTEM, "TEXAS CENTRAL ZONE", UTILIZING NGS

OPUS SOLUTION, COMBINED SCALE FACTOR = 0.99985394.

ELEVATIONS SHOWN HEREON ARE RELATIVE TO PROJECT

BENCHMARK #6. ELEVATION = 2588.00 FEET.

NEW 4

" CONCRETE SIDEWALK

(SEE NOTE 6)

PROPERTY LINE

EXISTING STEAM LINE

STEAM

NEW STORM SEWER TYPE-C MANHOLE

NEW SANITARY SEWER

NEW STORM SEWER TYPE-A GRATE INLET

NEW STORM SEWER CURB INLET (TYPE PCU)

NEW SANITARY OR STORM SEWER CLEANOUT

NEW WATER LINE

NEW CONC SWALE

NEW GAS LINE

NEW FENCE

NEW GRASS SWALE

NEW FIRE HYDRANT & GATE VALVE

NEW GATE CARD READER

6. VA TO CONFIRM NEW SIDEWALK LOCATIONS.

7. TYPICAL NEW FENCE LOCATION SHALL BE 1-FOOT OUTSIDE

FROM THE NEW DRIVEWAY BACK-OF-CURB, EXCEPT

WHERE SHOWN OTHERWISE. CONTRACTOR SHALL ADJUST

FENCE POSTS & FOUNDATIONS AS REQUIRED TO AVOID

CONFLICTS WITH UNDERGROUND UTILITIES.

EXISTING COTTAGE

BLDG #25

FF = 2597.56

EXISTING COMMUNITY COTTAGE

BLDG #24

FF = 2595.46

EXISTING BLDG #4

FF = 2592.00

EXISTING DOMICILIARY

BLDG #7

SEE SHEET CS-103

NEW COTTAGE

BLDG #27

FF=2597.50

NEW COTTAGE

BLDG #26

FF=2596.50

.4

.4

.4

.3

4.3%

4.3%

1.0%

1.0%

2.0%

2.0%

GRADE AT 6:1

BACK TO EXIST

GRADE AT 6:1

BACK TO EXIST

TP=2597.03

TP=2596.58

TP=2597.06

MATCH EXIST

TP=±2596.60

MATCH EXIST

TP=±2597.05

MATCH EXIST

TP=±2585.93

MATCH EXIST

TP=±2587.09

TP=2596.58

TP=2597.23

TP=2596.77

TP=2596.01

TP=2595.92

TP=2595.31

TP=2595.80

TP=2594.92

TP=2594.44

TP=2588.62

TP=2589.00 TP=2589.00

TP=2589.20

TP=2588.87

TP=2588.59

TP=2596.28

TP=2596.73

TP=2590.78

SEE SHEET CS200

FOR ELEVATIONS

RELATED TO

RETAINING WALL

H2B, INC.

Texas Firm Registration No. 8856

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

BENCHMARK: .

NOTES: .

LEGEND: .

OVERALL GRADING LAYOUT

1" = 20'

PROPOSED MAJOR CONTOUR (1.0')

EXISTING MAJOR CONTOUR (1.0')

1. SOD OR HYDRO-MULCH ALL DISTURBED AREAS.

2. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION TO LOCATE PUBLIC UTILITIES.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

PRIVATE UTILITIES PRIOR TO ANY EXCAVATION.

3. PROVIDE 2% MAX CROSS SLOPE AT EACH PEDESTRIAN

DOOR.

4. ADA ACCESSIBLE RAMPS SHALL NOT EXCEED 5% GRADE

AND SHALL HAVE 5' LEVEL LANDINGS AT TOP AND BOTTOM

OF RAMP. RAMPS THAT HAVE CHANGE IN HEIGHT

GREATER THAN 6" SHALL HAVE HANDRAILS IN

ACCORDANCE WITH ADA ACCESSIBILITY STANDARDS.

SIDEWALK SLOPES SHALL NOT EXCEED 3% AND

CROSS-SLOPE SHALL NOT EXCEED 2%.

5. CONCRETE SLOPE SHALL BE NO LESS THAN 0.50% EXCEPT

CONCRETE GUTTERS AND VALLEYS SHALL BE NO LESS

THAN 0.35%.

6. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.

FINISH FLOOR

FINISH GRADE

FLOWLINE

TOP OF GRATE

TOP OF PAVEMENT

TOP OF SIDEWALK

FF

FG

FL

TG

TP

TS

CS-102

GRADING

LAYOUT

BEARINGS, DISTANCES AND ACREAGE SHOWN HERE ON ARE

NAD 83 (CORS96), LAMBERT GRID AND CONFORM TO THE TEXAS

COORDINATE SYSTEM, "TEXAS CENTRAL ZONE", UTILIZING NGS

OPUS SOLUTION, COMBINED SCALE FACTOR = 0.99985394.

ELEVATIONS SHOWN HEREON ARE RELATIVE TO PROJECT

BENCHMARK #6. ELEVATION = 2588.00 FEET.

0 20' 40'

SCALE: 1" = 20'

PROPERTY LINE

NEW STORM SEWER TYPE-C MANHOLE

NEW SANITARY SEWER

NEW WATER LINE

NEW CONC FLUME

NEW GAS LINE

NEW FENCE

NEW GRASS SWALE

EXISTING GAS LINE

SAN

WL

COMM

OHP

STM

UGE

GAS

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD POWER

EXISTING COMMUNICATION LINE

EXISTING WATER LINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING FENCE

EXISTING STEAM LINE

STEAM

NEW STORM SEWER TYPE-A GRATE INLET

NEW STORM SEWER CURB INLET (TYPE PCU)

NEW SANITARY OR STORM SEWER CLEANOUT

NEW FIRE HYDRANT & GATE VALVE

NEW 69 LF

SWALE

@ 1.00%

NEW COTTAGE

BLDG #27

FF=2597.50

NEW COTTAGE

BLDG #26

FF=2596.50

8.00'

5.0%

5.0%

2.0%1.0%

2.0%

2.0%

0.5%

0.5%

0.5%

0.4%

1.0% 1.0%

2.0% 2.0%

0.5%

0.5%

0.4%

2.0%

1.0%

2.0%

0.5%

1.0% 0.1% 0.7%

1.5%

1.5%

0.6%

2.0%

SW=2596.26 SW=2596.26

SW=2596.22

SW=2596.22

SW=2596.26

SW=2596.26

SW=2596.17

SW=2596.38

SW=2596.50

SW=2596.34

SW=2596.50

SW=2596.50

SW=2596.38

SW=2596.38

SW=2596.37

SW=2596.50

SW=2596.50

SW=2596.44

SW=2596.37SW=2596.37

SW=2596.37SW=2596.37

SW=2596.50

SW=2596.50

SW=2596.47

SW=2596.47

SW=2596.50

SW=2596.50

SW=2596.46

SW=2596.10

SW=2596.39

SW=2596.10

SW=2596.26

SW=2596.26

SW=2596.34

SW=2596.34

SW=2596.30

FG=2595.97

SW=2596.39

SW=2596.21

SW=2596.21

SW=2596.41

SW=2596.41

SW=2596.35

SW=2596.46

SW=2596.34

SW=2596.50

SW=2597.21

FG=2596.88

SW=2596.84

SW=2596.51

SW=2596.84

SW=2597.31

SW=2597.31

SW=2597.34

SW=2596.17

SW=2597.32

SW=2597.36

SW=2597.37

SW=2597.19

SW=2597.19

MATCH EXIST

SW=±2597.00

SW=2597.25

SW=2597.38SW=2597.50

SW=2597.50

SW=2597.46

SW=2597.35

SW=2597.50

SW=2597.34

SW=2597.50

SW=2597.50

SW=2597.50

SW=2597.38

SW=2597.38

SW=2597.28

SW=2597.50

SW=2597.50

SW=2597.25

SW=2597.00

SW=2597.02

SW=2596.85

SW=2597.00

SW=2597.00

SW=2597.09

SW=2597.25

SW=2597.50

SW=2597.41

SW=2597.50

SW=2597.47

SW=2597.47

SW=2597.50

SW=2597.50

SW=2597.50

SW=2597.46

SW=2597.35

SW=2597.41

SW=2597.25SW=2597.25

SW=2597.25

SW=2596.50 SW=2596.50

SW=2596.46

SW=2596.26

SW=2596.45

SW=2597.20

SW=2596.69

FG=2596.36

SW=2596.85

FG=2596.52

SW=2596.45

FL=2595.69

SW=2597.40

SW=2597.09

SW=2597.09

SW=2597.25

SW=2597.25

MATCH EXIST

SW=±2597.00

ADJUST RIM

TO GRADE

TG=2595.00

SEE SHEET CS102 FOR

ELEVATIONS RELATED

TO ROADWAY

SEE SHEET CS200 FOR

ELEVATIONS RELATED

TO RETAINING WALL

NG=2597.41

NG=2597.43

FL=2596.70

FL=2596.70

NEW 40 LF

SWALE

@ 0.50%

NEW 40 LF

SWALE

@ 0.50%

ADJUST RIM

TO GRADE

TG=2596.50

GRADE AT 6:1

BACK TO EXIST

H2B, INC.

Texas Firm Registration No. 8856

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

BENCHMARK: .NOTES: . LEGEND: .

PROPERTY LINE

0 10' 20'

SCALE: 1" = 10'

EXISTING GAS LINE

SAN

WL

COMM

OHP

STM

UGE

GAS

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD POWER

EXISTING COMMUNICATION LINE

EXISTING WATER LINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING FENCE

ENLARGED GRADING LAYOUT

1" = 10'

PROPOSED MAJOR CONTOUR (1.0')

EXISTING CONTOUR (1.0')

1. SOD OR HYDRO-MULCH ALL DISTURBED AREAS.

2. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION TO LOCATE PUBLIC UTILITIES.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

PRIVATE UTILITIES PRIOR TO ANY EXCAVATION.

3. PROVIDE 2% MAX CROSS SLOPE AT EACH PEDESTRIAN

DOOR.

4. ADA ACCESSIBLE RAMPS SHALL NOT EXCEED 5% GRADE

AND SHALL HAVE 5' LEVEL LANDINGS AT TOP AND BOTTOM

OF RAMP. RAMPS THAT HAVE CHANGE IN HEIGHT

GREATER THAN 6" SHALL HAVE HANDRAILS IN

ACCORDANCE WITH ADA ACCESSIBILITY STANDARDS.

SIDEWALK SLOPES SHALL NOT EXCEED 3% AND

CROSS-SLOPE SHALL NOT EXCEED 2%.

5. CONCRETE SLOPE SHALL BE NO LESS THAN 0.50% EXCEPT

CONCRETE GUTTERS AND VALLEYS SHALL BE NO LESS

THAN 0.35%.

6. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.

FINISH FLOOR

FINISH GRADE

FLOWLINE

TOP OF GRATE

TOP OF PAVEMENT

TOP OF SIDEWALK

FF

FG

FL

TG

TP

TS

CS-103

ENLARGED

GRADING LAYOUT

BEARINGS, DISTANCES AND ACREAGE SHOWN HERE ON ARE

NAD 83 (CORS96), LAMBERT GRID AND CONFORM TO THE TEXAS

COORDINATE SYSTEM, "TEXAS CENTRAL ZONE", UTILIZING NGS

OPUS SOLUTION, COMBINED SCALE FACTOR = 0.99985394.

ELEVATIONS SHOWN HEREON ARE RELATIVE TO PROJECT

BENCHMARK #6. ELEVATION = 2588.00 FEET.

EXISTING STEAM LINE

STEAM

NEW STORM SEWER TYPE-C MANHOLE

NEW SANITARY SEWER

NEW STORM SEWER TYPE-A GRATE INLET

NEW STORM SEWER CURB INLET (TYPE PCU)

NEW SANITARY OR STORM SEWER CLEANOUT

NEW WATER LINE

NEW CONC FLUME

NEW GAS LINE

NEW FENCE

NEW GRASS SWALE

NEW FIRE HYDRANT & GATE VALVE

PROPOSED MINOR CONTOUR (0.5')

NATURAL GROUNDNG

FF = 2597.56

D

CS-104

E

CS-104

A

CS-104

A

CS-104

G

C S

F

C S

B

CS-104

C

CS-104

H

CS-104

NEW FENCE WITH

CONC MOW STRIP

(RE: CS-305)

NEW STM SWR

NEW WATER

LINE (WHERE

SHOWN ON

PLAN)

2.00%

6'

1.75'

NEW BLDG

FOUNDATION

5.75'

9.25'

1.00'

3.42'

NEW ASPH

DRIVEWAY

BLDG #27

FF=2597.50

BLDG #26

FF=2596.50

VARIES

0.30% MIN

1.60% MAX

COLUMN

FOOTING

(RE: STRUCT)

NEW BLDG

FOUNDATION

13.33'

24.08'

1.00'

10.75'

NEW ASPH

DRIVEWAY

NEW FENCE WITH

CONC MOW STRIP

(RE: CS-305)

2.00%

BLDG #27

FF=2597.50

NEW STM SWR

1.75'

VARIES

1.60% MIN

4.40% MAX

3.75'

PHYSICAL SECURITY

BARRIER (STONE)

(RE: 9/CS-303)

COLUMN FOOTING

(RE: STRUCT)

NEW WATER LINE

NEW BLDG

FOUNDATION

13.33'

24.08'

1.00'

10.75'

NEW ASPH

DRIVEWAY

NEW FENCE WITH

CONC MOW STRIP

(RE: CS-305)

0.50%

BLDG #26

FF=2596.50

NEW STM SWR

1.75'

VARIES

1.6% MIN

4.4% MAX

3.75'

PHYSICAL SECURITY

BARRIER (STONE)

(RE: 9/CS-303)

COLUMN FOOTING

(RE: STRUCT)

NEW WATER

LINE (WHERE

SHOWN ON

PLAN)

6'

NEW BLDG

FOUNDATION

7.00'

12.75'

5.75'

EXIST CONC

SIDEWALK

2.00%

3.50' 3.50'

NEW SWALE

NEW STM SWR

MATCH

EXIST

BLDG #27

FF=2597.50

NEW SAN SWR

NEW BLDG

FOUNDATION

5.17'

10.92'

5.75'

2.00%

3.83'

MATCH

EXIST

NEW STM SWR

BLDG #26

FF=2596.50

NEW

WATER

LINE

BLDG #27

FF=2597.50

BLDG #26

FF=2596.50

NEW BLDG

FOUNDATION

7.25' RAMP

41.75'

8.75' LANDING

NEW BLDG

FOUNDATION

10.00' LANDING 7.75' RAMP 8.00' LANDING

5.00%

5.00%

2.00%

1.00%

1.00%

NEW HANDRAIL

(RE: ARCH)

REFERENCE DETAIL 7/CS-300

BLDG #26

FF=2596.50

BLDG #27

FF=2597.50

NEW BLDG

FOUNDATION

41.92'

NEW BLDG

FOUNDATION

17.33'6.75' 8.00'9.67'

2.00%

2.00%

NEW SWALE

V A

R

IE

S

.6

M

IN

.5

M

A X

V A

R

IE

S

3.7 0%

M

IN

11.1

M A

X

5.00%

NEW ASPH

DRIVEWAY

38.42'

19.42'18.42'

NEW FENCE WITH

CONC MOW STRIP

(RE: CS-305)

1.00'

NEW 0.50'

CONC CURB

NEW HANDRAIL

(RE: ARCH)

H2B, INC.

Texas Firm Registration No. 8856

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

BENCHMARK: .

NOTES: .

LEGEND: .

BEARINGS, DISTANCES AND ACREAGE SHOWN HERE ON ARE

NAD 83 (CORS96), LAMBERT GRID AND CONFORM TO THE TEXAS

COORDINATE SYSTEM, "TEXAS CENTRAL ZONE", UTILIZING NGS

OPUS SOLUTION, COMBINED SCALE FACTOR = 0.99985394.

ELEVATIONS SHOWN HEREON ARE RELATIVE TO PROJECT

BENCHMARK #6. ELEVATION = 2588.00 FEET.

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION TO LOCATE PUBLIC UTILITIES.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

PRIVATE UTILITIES PRIOR TO ANY EXCAVATION.

2. THE TOPOGRAPHIC BACKGROUND SHOWN IS A

COMBINATION OF FIELD SURVEY, ASBUILT DRAWINGS, AND

CONSTRUCTION PLANS. CONTRACTOR SHALL FIELD

VERIFY ALL FEATURES PRIOR TO COMMENCING WORK,

AND SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES

OR CONFLICTS EXIST.

3. SEE ENLARGED SITE AND GRADING LAYOUTS FOR

ADDITIONAL INFORMATION.

NEW 4

" CONCRETE SIDEWALK

NEW ASPHALT PAVEMENT

PROPERTY LINE

NEW STORM SEWER TYPE-C MANHOLE

NEW SANITARY SEWER

NEW WATER LINE

NEW CONC FLUME

NEW GAS LINE

NEW FENCE

NEW GRASS SWALE

0 20' 40'

SCALE: 1" = 20'

EXISTING GAS LINE

SAN

WL

COMM

OHP

STM

UGE

GAS

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD POWER

EXISTING COMMUNICATION LINE

EXISTING WATER LINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING FENCE

SECTIONS

1" = 20'

CS-104

SECTIONS

EXISTING STEAM LINE

STEAM

NEW STORM SEWER TYPE-A GRATE INLET

NEW STORM SEWER CURB INLET (TYPE PCU)

NEW SANITARY OR STORM SEWER CLEANOUT

NEW FIRE HYDRANT & GATE VALVE

SECTION A-A

SCALE: 1" = 4'

SECTION B-B

SCALE: 1" = 4'

SECTION C-C

SCALE: 1" = 4'

SECTION D-D

SCALE: 1" = 4'

SECTION E-E

SCALE: 1" = 4'

SECTION F-F

SCALE: 1" = 4'

SECTION G-G

SCALE: 1" = 4'

SECTION H-H

SCALE: 1" = 4'

EXISTING COTTAGE

BLDG #25

FF = 2597.56

EXISTING COMMUNITY COTTAGE

BLDG #24

FF = 2595.46

EXISTING BLDG #4

FF = 2592.00

EXISTING DOMICILIARY

BLDG #7

NEW COTTAGE

BLDG #27

FF=2597.50

NEW COTTAGE

BLDG #26

FF=2596.50

0.067

A-1

0.155

A-2

0.040

A-3

0.031

A-4

0.054

B-2

0.055

B-3

0.029

B-4

0.028

B-5

0.015

B-6

0.015

B-7

0.143

B-8

0.054

B-9

0.054

B-10

0.149

B-11

0.175

B-12

0.233

B-1

1.200

OFF

NEW 107 LF 12" HDPE

STM SWR @ 0.44%

NEW 51 LF 12" HDPE

STM SWR @ 0.44%

EXIST 40 LF 12" HDPE

STM SWR @ 1.98%

(TO REMAIN)

NEW 26 LF 8" HDPE

STM SWR @ 0.75%

NEW 26 LF 8" HDPE

STM SWR @ 0.75%

NEW 139 LF 12" HDPE

STM SWR @ 0.44%

NEW 137 LF 12" HDPE

STM SWR @ 0.44%

NEW 114 LF 12" HDPE

STM SWR @ 0.44%

NEW 12 LF

8" HDPE STM

SWR @ 0.75%

NEW 12 LF

8" HDPE STM

SWR @ 0.75%

NEW 123 LF 12" HDPE

STM SWR @ 0.44%

NEW 119 LF 12" HDPE

STM SWR @ 0.44%

OUT-C

OUT-B

NEW CURB INL (B12)

TC=2591.32

FL 12" N = 2588.18

NEW 39 LF 12" HDPE

STM SWR @ 0.44%

NEW STM MH (OUT-B)

RIM=2591.35

FL 12" W = ±2587.46 (NEW)

FL 12" N = ±2587.46 (EXIST)

FL 12" S = ±2587.46 (EXIST)

(MATCH EXIST INVERT)

NEW STM MH (BMH-2)

RIM=2594.50

FL 12" N = 2589.69

FL 12" S = 2588.01

FL 12" W = 2588.01

FL 12" E = 2588.01

NEW 48 LF 12" HDPE

STM SWR @ 0.44%

NEW CURB INL (B11)

TC=2595.81

FL 12" N = 2588.50

FL 12" E = 2588.50

NEW CURB INL (B8)

TC=2596.51

FL 8" E = 2589.10

FL 12" N = 2589.10

FL 12" S = 2589.10

NEW STM MH (BMH-1)

RIM=2597.04

FL 12" E = 2589.70

FL 12" S = 2589.70

NEW CURB INL (B1)

TC=2596.78

FL 12" W = 2590.17

NEW 66 LF

8" HDPE STM

SWR @ 0.75%

NEW 34 LF

8" HDPE STM

SWR @ 0.75%

NEW 34 LF

8" HDPE STM

SWR @ 0.75%

NEW 8 LF

8" HDPE STM

SWR @ 0.75%

NEW 8 LF

8" HDPE STM

SWR @ 0.75%

A-1

0.07

0.13

NEW AREA INL (A-4)

GRATE=2595.50

FL 12" N = 2589.90

FL 12" S = 2589.90

NEW AREA INL (A-3)

GRATE=2595.00

FL 12" W = 2590.12

FL 12" E = 2590.12

EXIST AREA INL (A-1)

(TO REMAIN)

ADJUST GRATE TO

ELEV = 2596.50

A-2

0.22

0.40

A-3

0.26

0.47

A-4

0.29

0.52

B-1

0.34

0.61

BMH-1

0.34

0.61

B-8

0.57

1.00

B-11

0.83

1.42

BMH-2

1.14

1.92

OFF

1.20

1.27

NEW TYPE-A INL (OFF)

GRATE=2599.25

FL 12" S = 2594.58

PROVIDE 11 LF 8" HDPE

STUB @ 0.44% & PLUG

FOR FUTURE COTTAGE

NEW 50 LF

12" HDPE STM

SWR @ 3.09%

NEW 21 LF 12" HDPE

STM SWR @ 0.44%

EXIST 52 LF 12" HDPE

STM SWR @ ±3.09%

(TO REMAIN)

NEW J-BOX

RIM=2597.00

FL 12" N = ±2591.83

FL 12" S = ±2591.83

(MATCH EXIST INVERT)

EXIST AREA INL (A-2)

(TO REMAIN)

ADJUST GRATE TO

ELEV = 2595.00

FL 12" N = ±2590.21

FL 12" W = ±2590.21

FL 12" E = ±2590.21

EXIST 70 LF 12" HDPE

STM SWR @ ±0.73%

(TO REMAIN)

NEW J-BOX

RIM=2597.00

FL 12" N = 2592.44

FL 12" S = 2592.44

NEW 20 LF

12" HDPE STM

SWR @ 3.09%

H2B, INC.

Texas Firm Registration No. 8856

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

BENCHMARK: .

NOTES: .

LEGEND: .

PROPERTY LINE

EXISTING GAS LINE

SAN

WL

COMM

OHP

STM

UGE

GAS

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD POWER

EXISTING COMMUNICATION LINE

EXISTING WATER LINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING FENCE

OVERALL DRAINAGE AREA MAP

1" = 20'

1. PROPOSED SITE DRAINAGE SYSTEM DESIGNED FOR THE

2-YEAR STORM EVENT, USING CITY OF BIG SPRING

CRITERIA.

FINISH FLOOR

FINISH GRADE

FLOWLINE

TOP OF GRATE

TOP OF PAVEMENT

TOP OF SIDEWALK

FF

FG

FL

TG

TP

TS

PROPOSED DRAINAGE AREA BOUNDARY

X.XX

"X"

FLOW

AC

TOTAL ACCUMULATIVE FLOW (CFS)

TOTAL ACCUMULATIVE ACRES

PROP STRUCTURE DESIGNATION

DRAINAGE AREA (ACRES)

DRAINAGE AREA DESIGNATION

EXISTING DRAINAGE SYSTEM

(NO WORK AREA)

CS-105

DRAINAGE

AREA MAP

BEARINGS, DISTANCES AND ACREAGE SHOWN HERE ON ARE

NAD 83 (CORS96), LAMBERT GRID AND CONFORM TO THE TEXAS

COORDINATE SYSTEM, "TEXAS CENTRAL ZONE", UTILIZING NGS

POUS SOLUTION, COMBINED SCALE FACTOR = 0.99985394.

ELEVATIONS SHOWN HEREON ARE RELATIVE TO PROJECT

BENCHMARK #6. ELEVATION = 2588.00 FEET.

STEAM

EXISTING STEAM LINE

0 20' 40'

SCALE: 1" = 20'

NEW STORM SEWER TYPE-C MANHOLE

NEW SANITARY SEWER

NEW WATER LINE

NEW CONC FLUME

NEW GAS LINE

NEW FENCE

NEW GRASS SWALE

NEW STORM SEWER TYPE-A GRATE INLET

NEW STORM SEWER CURB INLET (TYPE PCU)

EXISTING COTTAGE

BLDG #25

FF = 2597.56

EXISTING COMMUNITY COTTAGE

BLDG #24

FF = 2595.46

EXISTING BLDG #4

FF = 2592.00

EXISTING DOMICILIARY

BLDG #7

CONSTRUCTION STAGING/

STOCKPILE AREA)

CWO

SC

H2B, INC.

Texas Firm Registration No. 8856

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

BENCHMARK: .

NOTES: .

LEGEND: .

PROPERTY LINE

EXISTING GAS LINE

SAN

WL

COMM

OHP

STM

UGE

GAS

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD POWER

EXISTING COMMUNICATION LINE

EXISTING WATER LINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING FENCE

OVERALL STORM WATER POLLUTION PREVENTION PLAN

1" = 20'

FINISH FLOOR

FINISH GRADE

FLOWLINE

TOP OF GRATE

TOP OF PAVEMENT

TOP OF SIDEWALK

FF

FG

FL

TG

TP

TS

1. TEXAS WATER CODE 11.086 "NO PERSON MAY DIVERT OR

IMPOUND THE NATURAL FLOW OF SURFACE WATERS IN

THIS STATE, OR PERMIT A DIVERSION OR IMPOUNDING BY

HIM TO CONTINUE, IN A MANNER THAT DAMAGES THE

PROPERTY OF ANOTHER BY THE OVERFLOW OF THE

WATER DIVERTED OR IMPOUNDED".

2. ALL SUBCONTRACTORS WILL BE EDUCATED TO FOLLOW

STORM WATER POLLUTION PREVENTION REQUIREMENTS.

3. ANY LAND CLEARING, CONSTRUCTION, DEVELOPMENT, OR

OTHER ACTIVITIES INVOLVING THE MOVEMENT OF EARTH

SHALL BE IN ACCORDANCE WITH THE SWPPP.

4. A SITE OPERATOR SHALL BE ON SITE ON ALL DAYS WHERE

CONSTRUCTION OR GRADING ACTIVITY TAKES PLACE.

5. STRUCTURAL BMP's WILL BE INSPECTED AND MAINTAINED

AT LEAST EVERY 14 DAYS AND AFTER ANY PRECIPITATION

OR RUNOFF EVENT THAT CAUSES SURFACE EROSION,

SEDIMENT TRANSPORT OR VEHICULAR TRACKING.

6. SCRAPING AND SWEEPING OF STREETS, SIDEWALKS AND

FLOWLINES MUST BE CONDUCTED AT THE END OF EACH

WORK DAY WHEN DIRT AND OTHER CONSTRUCTION

MATERIAL HAS BEEN TRACKED ONTO STREETS.

7. EARTH MATERIALS AND LANDSCAPE MATERIALS SUCH AS

SOD, ROCK AND MULCH SHALL NOT BE STOCKPILED,

PLACED OR STORED ON DRIVEWAYS, STREETS, SIDEWALKS

OR IN STORM WATER FLOWLINES.

8. CONSTRUCTION SUPPLIES (e.g., TRUSSES AND LUMBER), ROLL OFF CONTAINERS, DUMPSTERS PORTABLE TOILETS, TRAILERS, ETC., SHALL NOT BE STORED ON STREETS OR

SIDEWALKS OR OTHER IMPERVIOUS SURFACES. THESE

ITEMS SHALL BE STORED ON THE CONSTRUCTION SITE OR

STAGING AREAS.

9. SANITARY FACILITIES SHALL BE LOCATED ON NATURAL

GROUND AND AT LEAST 25 FEET FROM ANY STORM SEWER

INLET OR WATER BODY AND SHALL BE SERVICED

REGULARLY AS NEEDED.

10. ALL DISTURBED (NON PAVED) AREAS SHALL BE

HYDROMULCH SEEDED.

11. CONTRACTOR TO PROVIDE CONSTRUCTION AND SAFETY

SIGN PER VA REQUIREMENTS AT LOCATIONS AROUND THE

SITE.

IPB

CWO

SC

INLET PROTECTION BARRIER

FILTER FABRIC FENCE

CONCRETE WASHOUT AREA

STABILIZED CONSTRUCTION EXIT

KEYED NOTES: .

INLET PROTECTION BARRIER

FOR NEW STM INLETS

INLET PROTECTION BARRIER

FOR NEW STM GRATE

INLET PROTECTION BARRIER

FOR EXIST STM GRATE

CONSTRUCTION FENCE

STOCKPILE AREA

CONSTRUCTION & SAFETY SIGN

(SEE NOTE 11)

CS-106

STORM WATER

POLLUTION

PREVENTION PLAN

BEARINGS, DISTANCES AND ACREAGE SHOWN HERE ON ARE

NAD 83 (CORS96), LAMBERT GRID AND CONFORM TO THE TEXAS

COORDINATE SYSTEM, "TEXAS CENTRAL ZONE", UTILIZING NGS

OPUS SOLUTION, COMBINED SCALE FACTOR = 0.99985394.

ELEVATIONS SHOWN HEREON ARE RELATIVE TO PROJECT

BENCHMARK #6. ELEVATION = 2588.00 FEET.

STEAM

EXISTING STEAM LINE

0 20' 40'

SCALE: 1" = 20'

NEW STORM SEWER TYPE-C MANHOLE

NEW SANITARY SEWER

NEW WATER LINE

NEW CONC FLUME

NEW GAS LINE

NEW FENCE

NEW GRASS SWALE

NEW STORM SEWER TYPE-A GRATE INLET

NEW STORM SEWER CURB INLET (TYPE PCU)

FF = 2597.56

A

CS-107

SEE DETAIL "B"

THIS SHEET

SEE DETAIL "A"

THIS SHEET

NEW COTTAGE

BLDG #26

FF=2596.50

NEW COTTAGE

BLDG #27

FF=2597.50

050104

01 05

NEW COTTAGE

BLDG #27

FF+2597.50

EXIST COTTAGE

BLDG #25

FF=2597.56

A

CS-107

NEW BLDG

FOUNDATION

7.00'

12.75'

5.75'

EXIST CONC

SIDEWALK

2.00%

3.50' 3.50'

NEW

SWALE

NEW

STM

SWR

MATCH

EXIST

BLDG #27

FF=2597.50

NEW SAN SWR

EXIST

WL

EXIST ELEC

CONDUITS

BACKFILL w/ CEMENT

STABILIZED SAND TO

TOP OF FOOTING

COLUMN

FOOTING

1.50' ±1.50'1.00' ±4.00'

H2B, INC.

Texas Firm Registration No. 8856

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

BENCHMARK: .

NOTES: .

LEGEND: .

PROPERTY LINE

EXISTING GAS LINE

SAN

WL

COMM

OHP

STM

UGE

GAS

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD POWER

EXISTING COMMUNICATION LINE

EXISTING WATER LINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING FENCE

OVERALL UTILITY LAYOUT

1" = 20'

KEYED NOTES: .

NEW SAN CONN TO BLDG

FL = ± 2589.70 (RE: MEP)

NEW SAN SWR 2-WAY CLEANOUT

MATCH PROPOSED GRADE (RE: MEP)

NEW 36 LF 6" PVC SAN SWR @ 2.00%

NEW 6" FIRE CONN TO BLDG (RE: MEP)

NEW 2

" DOMESTIC CONN TO BLDG (RE: MEP)

NEW 6' X 8" CROSS

NEW 2

" X 8" CROSS

NEW 42 LF 2

" DOMESTIC LINE

NEW 42 LF 6" FIRE LINE

NEW 581 LF 8" WATERLINE

NEW 8" TEE

NEW 2-8" WL 45° BENDS

NEW 1-8" WL 45° BEND

NEW FIRE HYDRANT LEAD & ASSEMBLY

NEW GAS LINE (RE: MEP)

CONN TO EXIST GAS LINE (RE: MEP)

CONN NEW WL TO EXIST WL

DETAIL B

SCALE: 1" = 10'

NEW 30 LF 6" PVC SAN SWR @ 2.00%

CONNECT NEW SAN SWR TO EXIST SAN SWR

1-NEW MANHOLE, RIM = 2597.30

FL = ± 2588.96

CS-107

UTILITY

LAYOUT

BEARINGS, DISTANCES AND ACREAGE SHOWN HERE ON ARE

NAD 83 (CORS96), LAMBERT GRID AND CONFORM TO THE TEXAS

COORDINATE SYSTEM, "TEXAS CENTRAL ZONE", UTILIZING NGS

OPUS SOLUTION, COMBINED SCALE FACTOR = 0.99985394.

ELEVATIONS SHOWN HEREON ARE RELATIVE TO PROJECT

BENCHMARK #6. ELEVATION = 2588.00 FEET.

NEW GAS CONN TO BLDG (RE: MEP)

STEAM

EXISTING STEAM LINE

0 20' 40'

SCALE: 1" = 20'

NEW STORM SEWER TYPE-C MANHOLE

NEW SANITARY SEWER

NEW WATER LINE

NEW CONC FLUME

NEW GAS LINE

NEW FENCE

NEW GRASS SWALE

NEW STORM SEWER TYPE-A GRATE INLET

NEW STORM SEWER CURB INLET (TYPE PCU)

NEW SANITARY OR STORM SEWER CLEANOUT

NEW FIRE HYDRANT & GATE VALVE

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION. CONTRACTOR

SHALL VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO

COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY

LOCAL UTILITY LOCATING SERVICES AT LEAST 48 HOURS

BEFORE PROCEEDING WITH ANY EXCAVATION TO LOCATE

PUBLIC UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING PRIVATE UTILITIES PRIOR TO ANY EXCAVATION.

2. NEW WATER LINES 4" AND SMALLER SHALL BE PVC SCH 40,

AND LINES 6" AND LARGER SHALL BE PVC C900.

3. NEW WATER LINE MINIMUM COVER 48".

4. NEW SANITARY SEWER SHALL BE PVC SCH 40 (ASTM D1765)

FOR PIPE SIZES UP TO 6" AND SDR-26 OR SDR-35 (ASTM D3034)

FOR PIPE SIZES 8" AND LARGER. (RE: MEP FOR SEWER PIPE

UNDER BUILDING).

5. MAINTAIN 1.5' VERTICAL CLEAR BETWEEN SANITARY SEWER

AND STORM SEWER CROSSINGS.

6. MAINTAIN 4' HORIZONTAL CLEAR BETWEEN SANITARY SEWER

AND STORM SEWER.

7. MAINTAIN 2' VERTICAL AND 9' HORIZONTAL CLEAR BETWEEN

WATER AND NON-PRESSURE RATED SANITARY SEWER.

8. COORDINATE THIS PLAN WITH PLUMBING DRAWINGS.

9. COORDINATE THIS PLAN WITH LANDSCAPING IRRIGATION

PLAN.

10. CONTRACTOR SHALL INSTALL CONTINUOUS UNDERGROUND

WARNING TAPE 12" DIRECTLY OVER WATER LINE. WARNING

TAPE SHALL BE STANDARD, 4 MIN POLYETHYLENE, 3" WIDE

TAPE, DETECTABLE TYPE, BLUE WITH BLACK LETTERS AND

IMPRINTED WITH "CAUTION BURIED WATER LINE BELOW".

11. ALL WATERLINE JOINTS SHALL BE FULLY RESTRAINED.

12. CONTRACTOR SHALL PHASE REMOVAL AND REPLACEMENT OF

EXISTING BUILDING UTILITY SERVICE LINES (SANITARY,

WATER, ELECTRICAL, COMMUNICATION, ETC.) SO SERVICE IS

NOT INTERRUPTED (RE: MEP).

13. ALL UTILITIES AND THEIR APPURTENANCES LOCATED WITHIN

THE FARM TO MARKET 700 RIGHT-OF-WAY SHALL BE

CONSTRUCTED PER THE CITY OF BIG SPRING AND TXDOT

STANDARDS.

21 NEW SAN SWR 45° BEND w/ CLEANOUT

NEW 6 LF 6" PVC SAN SWR @ 2.00%

NEW SAN CONN TO BLDG

FL = ± 2590.26 (RE: MEP)

NEW STM SEWER (RE: CS-105)

RELOCATE EXIST FIRE HYDRANT AS REQ'D TO

AVOID CONFLICT WITH NEW FENCE (RE: CS-001)

DETAIL A

SCALE: 1" = 10'

NEW 83 LF 8" PVC SAN SWR (MATCH EXIST GRADE)

CONNECT NEW SAN SWR TO EXIST SAN SWR

1-45° BEND w/ CLEANOUT (MATCH EXIST FLOWLINE)

NEW SANITARY SEWER TYPE-C MANHOLE

SECTION A-A

SCALE: 1" = 4'

E X

I S

T I N

G

C

O T

T A

G E

B L D

G

16+00

13+00 14+00 15+00

END RETAINING WALL

STA 14+50.00

(MATCH EXIST)

BEGIN RETAINING WALL

STA 11+44.10

(MATCH EXIST)

NEW STM GRT

STA 14+50.00,

7.36'RT

BEGIN RETAINING

WALL CHANNEL

STA 12+20.00,

7.37'RT

END RETAINING

WALL CHANNEL

STA 14+60.00,

6.50'RT

NEW 119 LF

12" HDPE STM

SWR @ 0.44%

W

I D

E

R E

T A

I N

I N

G

W

A L L

C H

A N

N E

L

NEW SAFETY

END TREATMENT

(6:1)

NEW PIER/

DRILLED

SHAFT (TYP)

RETURN MUD SLAB &

RETAINING WALL AROUND

DRILLED SHAFT TO

CONCEAL PIER.

10+00 11+00 12+00 13+00 14+00 15+00 16+00

T O

P

O

F

W

A L L

G

C

E

O

F

W

A L L

N A

T U

R A

L

G

R O

U N

D

EXISTING RETAINING WALL

TOP OF WALL = ±2603.00

NEW TOP OF WALL

(CONTROL POINT)

NATURAL GROUND

TRANSITION RETAINING WALL

CHANNEL BACK TO EXIST GRADE

@ 10:1 SLOPE

S O

U T

H

P

R O

P E

R T

Y

L I N

E

FINISHED GRADE

@ FRONT FACE

OF WALL

BEGIN RETAINING WALL

STA 11+43.06

TOP ELEV = 2603.00

BOT ELEV = 2597.42

(MATCH EXIST WALL)

END RETAINING WALL

STA 14+50.00

TOP ELEV = 2599.70

BOT ELEV = 2596.54

VPI

STA 11+60.00

TOP ELEV = 2606.48

BOT ELEV = 2597.48

BEGIN RETAINING

WALL CHANNEL

STA 12+20.00

FL = 2609.50

VPI RETAINING

WALL CHANNEL

STA 14+50.00

FL = 2599.25

NEW STM GRATE

GRATE = 2599.20

FL = 2594.58

VPI

STA 12+20.00

TOP ELEV = 2609.98

BOT ELEV = 2597.70

END RETAINING

WALL CHANNEL

STA 14+60.00

FL = 2599.95

12" OUTFALL w/ SAFETY

END TREATMENT (6:1)

STA 15+71.11

FL = 2594.06

MATCH EXIST

FL = ±2594.03

NEW PIER/

DRILLED

SHAFT (TYP)

FLOWLINE RETAINING

WALL CHANNEL

DRILLED SHAFT RETAINING WALL

STA 12+00.00 TO END

SRW RETAINING WALL

BEGIN TO STA 12+00.00

H2B, INC.

Texas Firm Registration No. 8856

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

0 20' 40'

SCALE: 1" = 20' (HORZ)

RETAINING WALL PLAN & PROFILE

1" = 20'

0 5' 10'

SCALE: 1" = 5' (VERT)

W E

S T

P

R O

P E

R T

Y

L

I N

E

CS-200

RETAINING WALL

PLAN & PROFILE

2.0'

TYPICAL SECTION (RE: DETAIL 134/SS7)

CONTRACTOR TO PROVIDE RETAINING WALL

DESIGN SIGNED BY P.E. AS DEFERRED SUBMITTAL.

STA 12+00.00 TO 14+50.00

Horizontal Alignment Report

File: S:\Projects\Spur Design\Big Spring CLC PhII\DWG\_PROP.dwg Report Date: 11/24/2020 4:13:49 PM

Alignment Name: Retaining Wall Station Range: Start: 10+00.00, End: 16+00.00 Description:

Begin Retaining Wall

N 6,779,724.2187 E 1,048,679.6776 10+00.00

Line (1)

S73° 32' 50"W 174.12'

N 6,779,674.9024 E 1,048,512.6827 11+74.12

Line (1)

Curve (2)

BC N 6,779,674.9024 E 1,048,512.6827 11+74.12

CTR N 6,779,626.9497 E 1,048,526.8439

PI N 6,779,661.6064 E 1,048,467.6600

Direction Back S73° 32' 50"W

Radius 50.00'

Delta 86°23'24"(LT)

Length 75.39'

Tangent 46.94'

Chord Direction S30° 21' 08"W Distance 68.45'

Direction Ahead S12° 50' 34"E

EC N 6,779,615.8360 E 1,048,478.0947 12+49.51

Curve (2)

Line (3)

S12° 50' 34"E 350.49'

N 6,779,274.1178 E 1,048,555.9987 16+00.00

Line (3)

N 6,779,274.1178 E 1,048,555.9987 16+00.00

End Retaining Wall

Alignment Length: 600.00'

TYPICAL SECTION (RE: CS-304)

STA 11+43.06 TO 12+00.00

FINISHED GRADE @

FRONT FACE OF

WALL

GEOSYNTHETIC

REINFORCEMENT

(TYP)

SRW BLOCK (TYP)

FRONT FACE OF SRW WALL

CONTROL LINE

TOP OF WALL

(CONTROL

POINT)

H E

I G

H

O

W

A L

L

H

V A

R I E

S

4" Ø DRAIN

LEVELING PAD

DRAINAGE

AGGREGATE

LEVELING

PAD

BOTTOM OF

DRILLED PIER

VARIES5.3'

(3' TO 2')

CL

DRILLED

PIER

PROP GRADE @

TOP OF WALL

RETAINING WALL

CHANNEL

EXIST CONC

MOW STRIP

(TO REMAIN)

SHAFT DIA

(SEE PLANS)

H E

I G

H

O

W

A L

L

H

V A

R I E

S

FINISHED GRADE @

FRONT FACE OF

WALL

SRW BLOCK (TYP)

FRONT FACE OF SRW WALL

CONTROL LINE

TOP OF WALL

(CONTROL

POINT)

1.0'

MIN

±2.5'

4" Ø DRAIN

DRAINAGE AGGREGATE

VARIES (12.0' TO 11.0')

DRILLED PIER

GEOGRID & ANCHOR

(2' MAX SPACING)(TYP)

NOTE:

CONTRACTOR TO PROVIDE

RETAINING WALL DESIGN SIGNED

BY P.E. AS DEFERRED SUBMITTAL.

NOTE:

CONTRACTOR TO PROVIDE

RETAINING WALL DESIGN SIGNED

BY P.E. AS DEFERRED SUBMITTAL.

H2B, INC.

Texas Firm Registration No. 8856

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

CS-300

PAVING DETAILS

MONOLITHIC CURB DETAIL ASPHALT PAVEMENT DETAILSTANDARD CONC PAVING HEADERSIDEWALK JOINT DETAILS

" CONCRETE SIDEWALK DETAIL

RAMP FOR DISABLED PERSONS

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

CS-301

DRAINAGE DETAILS

MANHOLE / INLET ADJUSTMENT DETAILEARTHEN SWALE DETAIL

INLET (12" THRU 36") DETAIL

STORM SEWER MANHOLE DETAILTYPE "A" PIPED ROOF DRAIN DETAIL

SAFETY END TREATMENT DETAIL

RETAINING WALL CHANNEL DETAIL

STM SWR BEDDING & BACKFILL DETAIL "A"STM SWR BEDDING & BACKFILL DETAIL "B"

SEE NOTE 2

TRENCH BACKFILL NOTES

1. APPLIES TO ALL PIPE TYPES. (DUCTILE IRON, PVC, ETC.)

2. UTILIZE SELECT BACKFILL BENEATH ALL PAVED SURFACES. NATIVE MATERIAL BACKFILL CAN ONLY BE USED FOR UNPAVED

TRENCH CONDITIONS IF BACKFILL MATERIAL IS ≤ 35LL AND PI IS BETWEEN 6 AND 15.

3. NATIVE MATERIAL TO BE EXISTING EXCAVATED SOIL FROM TRENCH WITH ALL MATERIAL BROKEN DOWN ≤ 2".

4. MOISTURE CONDITION ALL BACKFILL MATERIAL PRIOR TO PLACING IN TRENCH.

5. PLACE TRENCH BACKFILL MATERIAL IN MAXIMUM 9" LOOSE LIFTS AND COMPACT TO MAXIMUM 8" COMPACTED LIFTS.

6. PLACE LAYERS B, C, AND E FOUND ON DETAIL 2 AS SEPARATE LAYERS.

7. MATERIALS AND CONSTRUCTION METHODS TO CONFORM TO VA STANDARDS AND SPECIFICATIONS.

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

CS-302

DRAINAGE DETAILS

RIPRAP DETAIL

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

CS-303

UTILITY DETAILS

WATER LINE OFFSET DETAILCONCRETE THRUST BLOCK DETAIL

CLEANOUT DETAIL

SEWER

INSTALLING SANITARY SEWER CROSSING OR PARALLEL TO WATER LINES DETAIL

SAN SWR ADJUSTMENT FOR CONFLICTS

FIRE HYDRANT DETAIL WL & SAN SWR BEDDING & BACKFILL DETAIL "A"

WL & SAN SWR BEDDING & BACKFILL DETAIL "B"

TRENCH BACKFILL NOTES

1. APPLIES TO ALL PIPE TYPES. (DUCTILE IRON, PVC, ETC.)

2. UTILIZE SELECT BACKFILL BENEATH ALL PAVED SURFACES. NATIVE MATERIAL BACKFILL CAN ONLY BE USED FOR UNPAVED

TRENCH CONDITIONS IF BACKFILL MATERIAL IS ≤ 35LL AND PI IS BETWEEN 6 AND 15.

3. NATIVE MATERIAL TO BE EXISTING EXCAVATED SOIL FROM TRENCH WITH ALL MATERIAL BROKEN DOWN ≤ 2".

4. MOISTURE CONDITION ALL BACKFILL MATERIAL PRIOR TO PLACING IN TRENCH.

5. PLACE TRENCH BACKFILL MATERIAL IN MAXIMUM 9" LOOSE LIFTS AND COMPACT TO MAXIMUM 8" COMPACTED LIFTS.

6. PLACE LAYERS B, C, AND E FOUND ON DETAIL 2 AS SEPARATE LAYERS.

7. MATERIALS AND CONSTRUCTION METHODS TO CONFORM TO VA STANDARDS AND SPECIFICATIONS.

PHYSICAL SECURITY BARRIER DETAIL

SEE NOTE 2

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

CS-304

STRAIGHT FACE

RETAINING WALL

DETAILS

RETAINING WALL CAPPING DETAIL

RETAINING WALL TYPICAL ELEVATION VIEW DETAIL

RETAINING WALL TYPICAL DETAILS FOR UTILITIES BELOW WALL DETAIL

RETAINING WALL DRAIN PIPE THROUGH WALL FACE DETAIL

RETAINING WALL TYPICAL GRAVITY CROSS SECTION DETAIL

RETAINING WALL BASE PREPARATION DETAIL

DETAILS PROVIDED FOR REFERENCES PURPOSES ONLY.

CONTRACTOR TO PROVIDE RETAINING WALL DESIGN BY

SRW MANUFACTURE IN DEFERRED SUBMITTAL.

RETAINING WALL INSIDE CURVES DETAIL

1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

ALAN L. LACKEY

120249

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

FULLY SPRINKLERED

CS-305

FENCE DETAILS

FENCE POST FOUNDATION & MOW STRIP DETAIL

See Fence Post Foundation Detail

See Fence Post Foundation Detail

8'-0" Height

8'-0" Height

8'-0" Height