Attachment_3_-_Drawings.pdf

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Ship Island

HARRISON COUNTY, MS

VICINITY MAP

NOTTO SCALE

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KEESLER AFB, MISSISSIPPI

NOVEMBER 2017

Deer� n

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KEESLER AFB, MS

LOCATION PLAN, HERCULES STREET

NOTTO SCALE

,....._-+ MAIN BASE CONSTRUCTION

ENTRANCE

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UTILITY COMPANIES

WATER & SEWER 228.377. 7771

ELECTRIC 800.487.3725

NATURAL GAS 228.896. 7500

TELEPHONE 228.285.8011

CABLE TELEVISION 228.374.5900

UTILITIES

Vectrus EMCS

MISSISSIPPI POWER

CENTERPOINT ENERGY

ATI

CABLE ONE

MISSISSIPPI ONE-CALL 800.227.6477

INDEX OF DRAWINGS

TITLE SHEET

PLAN VIEW/STRIPING PLAN

TRAFFIC CONTROL PLAN/DRAINAGE DETAILS

STANDARD DETAILS

REVISION DATE DRAWN APPROVED

UNITED STA.TES AIR FORCE AIR EDUCATION AND TRAINING COMIAAND

SUBMITTED:

KEESLER AIR FORCE BASE

BILOXI MISSISSIPPI

OFFICE OF CML ENGINEERS

lR1 � [p) ffei� lR1 [l=l] � lR1 � llJ IL��

�1lR1��1

1�11L� �[l=l]��r

RECOMMENDED: FACILITY NUMBER:

(Chief of Contracts D=ifgn) (Chief of Engineering)

D. KINMAN

DESIGNED:

KK

DRAWN:

KK

A. MARASCA

CHECKED: SCALE,

AS SHOWN

DATE: PROJECT NUMBER:

11/30/2017 MAHG 17-1010

HERCULES STREET

DRAWING NUMBER:

T1.0

SHEET 1 OF 4

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Alignment= HERCULES 01 Station=0+26.66

Offset=0.000 Northing=326712.1558 Easting= 953267.687 4

·o,, 2 3

307608

TOP = 22.18

"DROP INLET

PROPOSED 8"0 -

WATER VALVE

STA: 3 +05, 20.48 RT

REMOVE/REPLACE APPROX. -�

20 LF OF ROLL- OVER CURB

I

AND GUTTER

ARE O BE MILLED AND --

REPAVED

APPROX. 1,350 SY

PROPOSED140±LF ------.

8"0 C-900 PVC

DR-14 WATER MAIN

PROPOSED 8"0- 45° BEND -

wm, TI-iRUST BLOCK

STA: 1-+69, 15.48' RT

PROPOSED15±LF------.

8"0 C-900 PVC

DR-14 WATER MAIN

REMOVE/REPLACE ----

APPROX. 20 LF OF ____,,,

CURB AND GUTTER

8"0 COUPLING --z('�+;-��;LF:-S_;_j_+,'IJ,t\STA: 1+59, 25.91' RT 307609

TOP = 21.94

DROP INLET

MOVE/REPLACE APPROX. 30

F OF CURB AND GUTTER AND

98 SF OF SIDEWALK. SLOPE T

... a. .

.... ·. ·4, PLOESTI DR

DRAIN

�- DRAIN INLET TO

BE REPAIRED

307539 SOx - 48" so

TOP = 23. 72

CURB INLET

COMMUNICATIONS -�

MANHOLE

ELECTRIC MANHOLE -�

SANITARY SEWER _ _;

MANHOLE

HERCULES STREET, UTILITY SITE PLAN

SCALE: 1" = 20'

3 4

X Ul Ul

.----TRANSFORMER

207502

Sox ___ _ SOx ---

SOx

;; OS

,,--- TEMP. BENCH MARK

ELEV: 25.52'

NOTES:

LET

1. THE RUNNING TRACK HAS A RUBBERIZED SURFACE

WHICH CAN EASILY BE DAMAGED. DO NOT PARK ON

OR DRIVE VEHICLES OR EQUIPMENT ON THE RUNNING

TRACK.

2. MAINTAIN ACCESS FOR Vectrus PERSONNEL TO

BUILDING 7501AT ALL TIMES.

3. PLOESTI DRIVE IS HEAVILY TRAVELED. MINIMIZE

DISRUPTIONS TO TRAFFIC AS MUCH AS POSSIBLE.

4. WATER MAIN LOCATION SHOWN HAS NOT BEEN

VERIFIED.

5. EXISTING WATER MAIN IS TRANSITE. ENSURE

PROPER DISPOSAL METHODS ARE FOLLOWED.

6' WIDE SIDEWALK

Alignment= HERCULES 01 Station=0+26.66

Offset=0.000 Northing=326712.1558 Easting= 953267.6874

GRAPHIC SCALE

10 20 40

151 LF (302 LF) DOUBLE ------..

CONTINUOUS YELLOW, 4"

WIDE, 6" GAP (PLASTIC)

90 LF CONTINUOUS WHITE,

4" WIDE (PLASTIC)

��- 28 LF WHITE STOP

BAR, 2' WIDE (PLASTIC

N

//..---1 5 F CONTINUOUS WHITE,

,i" IDE (PLASTIC)

/,-.,,.._ 40 LF CONTINUOUS WHITE,

4" WIDE (PLASTIC)

,,--- 2' X 6' PEDESTRIAN

CROSSING MARKINGS WITH

2' SPACE BETWEEN. (18 EA)

·O,, 20750

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HERCULES STREET STRIPING PLAN

SCALE: 1" = 20'

307523

TOP = 23.10

DROP INLET

307524

DROP INLET

WATER:

SANITARY SEWER:

ELECTRICAL:

FORCE MAIN:

DRAINAGE:

NATURAL GAS:

COMMUNICATION:

ABANDONED UTILITY

LEGEND

EXISTING PROPOSED

----Wx----- ----w----

----SSx ---- ----ss ----

----E �,----- UGE

-FM--FM--FM- -FM FM FM-

----SDx ----

GAS GAS

c� ss,y

-���SD----

�� GAS GAS--

--UGT UGT--

REVISION DATE

UNITED STAlES AIR FORCE

DRAWN APPROVED

AIR EDUCATION AND TRAINING COMIMND

KEESLER AIR FORCE BASE

BILOXI MISSISSIPPI

OFFICE OF CML ENGINEERS

B lR1��ffe,�lR1 [H]�lR1��[L�� �1lP11��1

------��1-�_[L_�r_w_���-1-�_�_[L_ffe,_[Nl __ _____, A

SUBMITTED: RECOMMENDED:

{Chief of CoRWcb Oetiign) (Chief of Engineering)

D. KINMAN

DESIGNED:

KK

DRAWN:

KK

CHECKED:

xxxx

A.MARASCA

SCALE,

AS SHOWN

DATE: PROJECT NUt.lBER:

11/30/2017 MAHG 17-1010

FACIUT'I' NUMBER:

HERCULES STREET

DRAWING NUMBER:

C1.0

SHEET�- OF�-

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307609

TOP = 21.94

DROP INLET

' . ·q,: . " ..

·: · .. so,t.--

PLOESTI DR

307608

TOP = 22.18

DROP INLET

307539 Sox - 48" so

-sox ___ _ TOP = 23.72

CURB INLET

HERCULES STREET, TRAFFIC CONTROL PLAN

SCALE: 1" = 20'

2 3 4

5 6

--_..,._--1--_,,pLACE AT FALCON

STREET INTERSECTION

6' WIDE SIDEWALK

0207502

SOx ----Sox ___ _

SOx

"'--- PLACE BARRELS MAX. 15'

APART. BEGIN TAPER

150' FROM WORK AREA

307523

TOP = 23.10

DROP INLE-

307524

DROP INLET

N

DEMO EXISTING -~

SS2TOP

EXIST. TOP ELEV.: 23.72'

EXISTING INLET

6'-6"

PLAN VIEW

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SIDE VIEW

LEGEND

ROAD CLOSED

TO

THRU TRAFFIC

TYPE Ill BARRICADE

W/ LIGHTS

R11-4 (60" x 30")

BARRELS W/ LIGHTS

AREA TO BE MILLED

AND REPAVED

CONCRETE CURB AND

GUTTER/SIDEWALK TO BE

REMOVED/REPLACED

w Cl)

I

PROPOSED INLET

9'-0"±

4'-5"±

---- TAPER CURB TO

SIDEWALK ELEVATION

----- MATCH CURB TO

ROADWAY CURB

PLAN VIEW

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SIDE VIEW

PROPOSED INLET

ELEV.: 22.40'

DRAIN INLET DETAIL

SCALE: 1/4" = 1'

NOTES:

1. DEMO EXISTING INLET TOP AND MANHOLE LID. CUT DOWN

INLET WALLS TO ELEVATION REQUIRED FOR NEW TOP.

2. CONSTRUCT INVERT IN DRAINAGE BOX AND SEAL LEAKS

AROUND EXISTING PIPES WITH HYDRAULIC CEMENT.

3. CONCRETE FOR DRAINAGE INLETS, CURB/GUTTER, AND

SIDEWALK SHALL BE 3500 PSI (28 DAY COMPRESSIVE STRENGTH).

4. STEEL REINFORCEMENT SHALL BE GRADE 60. DRAIN INLET

TOP SHALL BE REINFORCED WITH #5 REBAR AT 9" O.C.E.W.

5. FRAME AND GRATE SHALL BE 26" x 26" EAST JORDAN IRON

WORKS PRODUCT# 45726037, OR APPROVED EQUAL.

6. CONSTRUCT 6"x 6" CURB ON PERIMETER OF NEW INLET TOP

AS SHOWN. ANCHOR CURB TO TOP WITH 6" LONG #4 REBAR@

12" ON CENTER. TAPER TO SIDEWALK ELEVATION ON NORTH

SIDE. BLEND INTO ROADWAY CURB ON SOUTH SIDE.

7. GRADE GROUND AWAY FROM CURB AT 3:1 SLOPE. SOD ALL

DISTURBED AREAS WITH BERMUDA SOD.

RE.VISION DATE DRAWN APPROVED

UNITED STATES AIR FORCE AIR EDUCATION AND TRAINING COMt.1AND

KEESLER AIR FORCE BASE

BILOXI MISSISSIPPI

OFFICE OF CML ENGINEERS

~~~ffei~~ ~~~~U[L~~

~1~~~1 1 lR1ffeilF lF ~ ~ ~ © lNlu lR1 © [L ~ [LffeilNl

SUBMITTED: RECOMMENDED: FACILITY NUMBER:

{Chief of Contn:iets Dealgn) (Chief of Engineering)

D. KINMAN A. MARASCA HERCULES STREET

DESIGNED: CHECKED: SCALE: DRAWING NUMBER:

KK xxxx AS SHOWN C2.0 DRAWN: DATE: PROJECT NUt.lBER:

KK 11/30/2017 MAHG 17-1010 SHEET~_OF 4

9 10

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CAST OR DUCTILE IRON 2-PIECE ----r

VALVE BOX PLUMMED AND

CENTERED OVER VALVE NUT

3' WIDE PIECE OF -~

GEOTEXTILE FABRIC TO BE

WRAPPED AROUND JOINT

AND OVERLAPPED )".i OF

THE CIRCUMFERENCE

2" X 2" OPERA TING ---

WRENCH NUT

CARSON V-GUARDVALVE --...

BOX ADAPTER

r COVER MARKED "WATER"

L 2'-0" X 2'-0" X 4" CONCRETE

PAD REQUIRED IN

NON-PAVED AREAS

-- PVC OR DUCTILE IRON

STACK PIPE PLUMMED

AND CENTERED OVER

VALVE NUT

RETAINER GLAND

OR LOCKING

RETAINER GLAND

Cl)

LJ.J

Cl'.'. ;;

I la..

LJ.J

. I cl:. MA1,,,_'.,_, ___ ---+--+-+-- --+--+---++--+-------+-----~

' 0

----- FLANGED OR MECHANICAL

JOINT AS REQUIRED

IN-LINE WATER VALVE & VALVE BOX W/ STACK PIPE

SCALE: N.T.S.

<J

6"

<J

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.v ~ ..

~'].. I I

4 14 I I <J I 4 • <D

I I - I . I

1'-0" I

1'-6"

2'-0"

CURB AND GUTTER (TYP)

I ' 0

SCALE: 1-1/2"= 1'

... . 4".. . "' . . . ., .. "' •.<I .<I. ~ .oil-

--L_;_~~=-=~~=--==-=--=-=-==-=~- ===~ '..- 2'-0"

ROLLOVER CURB AND GUTTER (TYP)

SCALE: 1-1/2" = 1'

2 3

SEE ROAD REPAIR DETAILS

FOR LIMESTONE AND

PAVEMENT REMOVAL AND

REPLACEMENT WHERE

APPLICABLE

BACKFILL PLACED IN 6" ---

LIFTS COMPACTED TO 95%

PROCTOR PERASTM D1557

I I 11 ::-:::

,_ , 1 ·

MAX. EXCAVATED

TRENCHWIDT

UNDISTURBED EARTH ------- :::_11-1=-2'._.' ~-'--· '--Pl"--P=.E-'-.-+ ..... >'-'12:,"__, ----...: MAX . 0.D. MAX

I 11 t

WATER MAIN --

~- BLUE MARKING TAPE 1'

ABOVE PIPE

FINISHED

GRADE

n---14GUAGELOCATOR

WIRE CONTINUOUS

FROM VALVE TO VALVE

----- PIPE BEDDING AS DIRECTED

BY THE ENGINEER

WATER PIPE PLACEMENT DETAIL

3" CONCRETE -

ENCASEMENT

SCALE: N.T.S.

45° go· 22~· 11,t·

BEND BEND BEND BEND TEE PLUG

BENDS

18"

MIN.

PLUGS

90°BENDS

6" xi H-MINI

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.. l/ . I

I I I. . : . l I . I I . . · .1 .\

TEES

SOIL SIZE

A B A B A B A B A B C

6" 16 10 9 10 6 8 18 10 10 12 10

8" 22 13 12 13 8 10 25 13 16 12 20 -"' 10" 26 17 14 17 10 13 30 17 16 20 14 C.

0 12" 29 21 16 21 11 16 34 21 18 24 16 0 N

14" 35 24 19 24 12 20 36 24 22 27 18

16" 38 27 21 27 12 24 42 27 24 30 20

" Ya SHEET RUBBER (TYP)

NOTE:

1. ALL DIMENSIONS ARE IN INCHES.

2. USE ON WATER LINES AND SEWER FORCE MAINS.

GENERAL NOTE:

ALL CONCRETE AND PIPE SHALL BE

SEPARATED BY A NON-CONDUCTIVE MATERIAL

(TYPICALLY 1/8" SHEET RUBBER)

TYPICAL THRUST BLOCK DETAILS

SCALE: N.T.S.

5 6

D

2ea. 2" LIFTS 9.5mm ST --...

EXISTING CURB ----..

ANDGUTIER.

6" "610" LIMESTONE BASE _ ___,,

COMPACT TO 95% STANDARD

PROCTOR, ASTM D 698

2ea. 2" LIFTS 9.5mm ST --

EXISTING CURB ----..

AND GUTTER.

6" "610" LIMESTONE BASE _ __/

COMPACT TO 95% STANDARD

PROCTOR, ASTM D 698

4, . .· ,4' _f ... •. .. -~-

•·. . · . _f . ..

ROLL-OVER GUTTER --.__

18"WX6"D

SLOPE TO INLET

. • . .f1, ..

TRANSITION TO COMBINATION --.__

CURB AND GUTTER

NOTES:

SLOPE: 2% SLOPE: 2%

STA: 0+81 TO 2+58

SLOPE: 2% SLOPE: 2%

STA: 0+26 TO 0+80

CROSS SECTIONS (TYP)

SCALE: 1" = 10' H.

1" = 2.5' V.

EAST

EAST

_-- CONCRETE SIDEWALK

AREA TO BE REPLACED

.--- DRAIN INLET

6' WIDE SIDEWALK

SIDEWALK REPAIR

SCALE: 1/4" = 1'

1. SIDEWALK DEMO/REPLACE: APPROX. 98 SF (4"

THICKNESS).

2. PLACE CONTROL JOINTS IN CURB@ 10'

INTERVALS. REVISION DATE

1 0

DRAWN APPROVED

3. PLACE~" EXPANSION JOINT BETWEEN NEW

WORK AND EXISTING

UNITED STATES AIR FORCE AIR EDUCATION AND TRAINING COt.lMAND

4. CONCRETE SHALL DEVELOP A MINIMUM

COMPRESSIVE STRENGTH OF 3500 PSI IN 28 DAYS.

MAXIMUM SLUMP SHALL BE 5". SUBMIT MIX DESIGN

FOR APPROVAL.

KEESLER AIR FORCE BASE

BILDXI MISSISSIPPI

OFFlCE OF CIVIL ENGINEERS l¥5d~r~~l¥5d ~~l¥5d~~l~§ §ul¥5d~~u

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...__ __ §_u_~_i'i [N]~[Q)-~_lR1_[Q)_[Q)_~_r~~-~ l_§ __ ------i A SUBMITTED: RECOMt.lENDED: FACILITY NUMBER:

(Chief of Contn:iets Design) (Chief of Engineering)

D. KINMAN A. MARASCA HERCULES STREET

DESIGNED: CHECKED: SCALE: DRAWING NUMBER:

KK XXXX AS SHOWN C3.0

DRAWN: DATE: PROJECT NUMBER:

KK 11/30/2017 MAHG 17-1010 SHEET 4 OF 4

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