B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_8_of_191.pdf

EXISTING UNDERGROUND ELECTRICAL

EXISTING WATER MAIN

EXISTING GAS MAIN

EXISTING SANITARY SEWER MAIN

EXISTING OVERHEAD ELECTRICAL

EXISTING COMMCOMM

W W NEW WATER LINE

SAN

NEW SANITARY SEWER LINE

NEW WATER VALVE

EXISTING WATER VALVE

EXISTING WATER HYDRANT

SSMH

CO

EXISTING SS MANHOLE

EXISTING SS CLEANOUT

EXISTING POST INDICATOR VALVE

EXISTING ELEC TRANSFORMER

CO NEW SEWER CLEANOUT

SDMH NEW STORM DRAIN MANHOLE

EXISTING OVERHEAD ELECTRICALP P P

NEW POST INDICATOR VALVE

NEW DOUBLE CHECK VALVE

EXISTING WATER SUPPLY

EXISTING FRENCH DRAIN

NEW FRENCH DRAIN

F

NEW FIRE LANE

INDEX OF CIVIL SHEETS

SHEET DESCRIPTION

REF NO.

C-001 INDEX OF SHEETS, ABBREVIATIONS, AND

LEGEND

C-002 NOTES

C-101 SURVEY CONTROL POINTS PLAN

CS-101 EXISTING CONDITIONS PLAN

CS-102 SITE DEMOLITION PLAN

CS-103 SITE PLAN WITH DRAINAGE IMPROVEMENTS

CS-104 SITE PLAN WITH DRAINAGE IMPROVEMENTS - BASE BID

CS-105 LAYOUT OF OUTDOOR EQUIPMENT PADS

CS-106 FIRE LANE STRIPING PLAN

CU-101 WATER LINE IMPROVEMENTS

CU-102 SANITARY SEWER IMRPROVEMENTS

C-301 UTILITY SECTIONS - 1 OF 2

C-302 UTILITY SECTIONS - 2 OF 2

CS-401 ENLARGED DRAINAGE PLAN - 1

CS-402 ENLARGED DRAINAGE PLAN - 2

CS-403 ENLARGED DRAINAGE PLAN - 3

CS-404 ENLARGED DRAINAGE PLAN - 4

CS-405 ENLARGED DRAINAGE PLAN -5

C-501 PAVEMENT AND SIDEWALK DETAILS - 1 OF 2

C-502 PAVEMENT AND SIDEWALK DETAILS - 2 OF 2

C-503 WATER LINE DETAILS - 1 OF 2

C-504 WATER LINE DETAILS - 2 OF 2

C-505 SEWER LINE DETAILS - 1 OF 2

C-506 SEWER LINE DETAILS - 2 OF 2

C-507 DRAINAGE DETAILS

C-508 ADA DETAILS - 1 OF 2

C-509 ADA DETAILS - 2 OF 2

C-510 MISCELLANEOUS DETAILS

ABBREVIATIONS

AC ASPHALTIC CONCRETE J-BOX JUNCTION BOX

AC ACRE JBSA JOINT BASE SAN ANTONIO

ACI AMERICAN CONCRETE INSTITUTE JT JOINT

ADJ ADJACENT, ADJOINING ADJUSTABLE L LENGTH

AGG AGGREGATE LF LINEAR FOOT

ALT ALTERNATE LT LEFT

APPROX APPROXIMATE LVC LENGTH OF VERTICAL CURVE

ASPH ASPHALT MAX MAXIMUM

ASTM AMERICAN SOCIETY FOR TESTING MH MANHOLE

MATERIALS MIN MINIMUM

AVG AVERAGE MISC MISCELLANEOUS

BDRY BOUNDARY MON MONUMENT

BITUM BITUMINOUS MRKG MARKING

BLDG BUILDING N NORTH

BLVD BOULEVARD NO NUMBER

BLW BELOW NTS NOT TO SCALE

BM BENCHMARK OC ON CENTER

BTWN BETWEEN OD OUTSIDE DIAMETER

BVCE BEGIN VERTICAL CURVE ELEVATION OFF OFFSET

BVCS BEGIN VERTICAL CURVE STATION ORIG ORIGINAL

BW BOTH WAYS PG PROFILE GRADE

CAP CAPACITY PI POINT OF INTERSECTION

CERT CERTIFIED POV PRIVATELY OWNED VEHICLE

CFS CUBIC FEET PER SECOND PRO PROPOSED

CGP CONSTRUCTION GENERAL PERMIT PVI POINT OF VERTICAL INTERSECTION

CHFR CHAMFER PVMT PAVEMENT

CIP CAST-IN-PLACE QTY QUANTITY

CJ CONTRACTION JOINT R RADIUS

CL CENTER LINE RCP REINFORCED CONCRETE PIPE

CLR CLEAR REBAR REINFORCING BAR

CO CONTRACTING OFFICER REINF REINFORCED

COMM COMMUNICATION REQ/REQD REQUIRED

CONC CONCRETE RD ROOF DRAIN

CONST CONSTRUCTION RT RIGHT

CONT CONTINUOUS RW RUNWAY

COR CONTRACTING OFFICER S SOUTH

REPRESENTATIVE SD STORM DRAIN

CTR CENTER SHLDR SHOULDER

DBL DOUBLE SHT SHEET

DEG DEGREE SPEC SPECIFICATIONS

DEMO DEMOLISH, DEMOLITION SQ SQUARE

DET DETAIL SS SANITARY SEWER

STA STATION

DIA DIAMETER STD STANDARD

DIM DIMENSION SWPPP STORMWATER POLLUTION

PREVENTION PLAN

DIV DIVISION T THICKNESS

DN DOWN TBA TO BE ABANDONED (IN-PLACE)

DOD DEPARTMENT OF DEFENSE TBR TO BE REMOVED (AND DISPOSED)

DWG DRAWING TBR&R TO BE REMOVED AND REPLACED

DWL DOWEL TCEQ TEXAS COMMISSION ON

E EAST ENVIRONMENTAL QUALITY

EA EACH TE THICKENED EDGE

E/ELECT ELECTRIC TEMP TEMPORARY

EJ EXPANSION JOINT TPDES TEXAS POLLUTANT DISCHARGE

EL/ELEV ELEVATION ELIMINATION SYSTEM

EMH ELECTRIC MANHOLE

EOP EDGE OF PAVEMENT TYP TYPICAL

ETL ENGINEERING TECHNICAL LETTER UFC UNIFIED FACILITIES CRITERIA

EVCE END VERTICAL CURVE ELEVATION UIP USED IN PLACE

EVCS END VERTICAL CURVE STATION UON UNLESS OTHERWISE NOTED

EW EACH WAY VAR VARIABLE, VARIES

EX EXISTING VERT VERTICAL

EXP EXPANSION W WEST

FOD FOREIGN OBJECT DAMAGE/DEBRIS W/ WITH

FD FRENCH DRAIN

FT FEET W/O WITHOUT

GOVT GOVERNMENT WT WEIGHT

GR GRADE WV WATER VALVE

HMA HOT MIX ASPHALT WH WATER HYDRANT

HORIZ HORIZONTAL

ID INSIDE DIAMETER

INCL INCLUDE(ED)(ING)

INV INVERT

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i r m

F e e s e a n d

N i c h o l s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i m

C-001

FINAL SUBMITTAL

I N

D E

X

O

F

S

H E

E T

S

A

B B

R E

V I A

T I O

N S

A N

D

L

E G

E N

D

LEGEND

EWS

EWS

EFD EFD EFD

FD

FD FD

US Army Corps of Engineers ®

SHEET ID

U S

A

R M

Y

C

O R

P

O

E

N G

I N

E E

R S

D R

A W

N

B

Y

R

R

D E

S I G

N E

D

B

Y

R

R

S U

B M

I T

T E

D

B

Y

K

F

N I

S I Z

E

C H

E C

K E

D

B

Y

D

D

A N

S I

D

F I L E

N

M

E

I S

S U

E

D

A T

E

A U

G U

C O

N T

R A

C

S O

L I C

I T

A T

I O

N

N

O

W G

B

F I

U M

B E

R

1 2 3 4 5

D

C

B

A

J O

I N

T

B

A S

E

S

T

O N

I

O R

T

S

M

H

U

S T

O N

T

E X

A S

R E

N O

V A

B

D

G

K E

N A

L L

F

R E

E S

E

A

D

C

H O

L S

H O

U S

T O

N

T

E X

A S

F O

R

W

R

H

D

S

T R

I C

T

AUG 12, 2019

EWS