11 - BKTZ202010 Remove Pavement for ATFP drawings 2-11-21.pdf

MATERIALS LEGEND

ELEVATIONS

I ' I CONCRETE

SECTION N/A

PLAN REVIEW DATA

N/A

DESCRIPTIONS

N/A

TENNESSEE AIR NATIONAL GUARD

118th WING

NASHVILLE I.A.P. TN

REMOVE PAVEMENT FOR ATFP

BIITZ-202010

GRAPHIC SYMBOLS VICINITY MAP

PLAN

(:_-.-_:-.:: .. ,:,1 CONCRETE

0---- INDICATES SECTION LEVEL

- REBAR

ttti MESH ±±±± WIRE

OPTIONS

N/A

REVISIONS

DESCRIPTION DATE

N ffi BUILDING CD NORTH

ABBREVIATIONS

CONC

CONT

DN

DTL

DWG

EJ

ELEC

ELEV

EXIST

CONCRETE

CONTINUOUS

DOWN

DETAIL

DRAWING

EXPANSION JOINT

ELECTRIC

ELEVATION

EXISTING

HT

ID

MISC

NIC

NTS

EXT

FIN

FLR

EXP

HEIGHT

INSIDE DIAMETER

MISCELLANEOUS

NOT IN CONTRACT

NOTTO SCALE

EXTERJOR

FINISH(ED)

FLOOR

EXPANSION

INDEX OF DRAWINGS

Sheet-CS.0 Cover Sheet

Sheet -1 Project Site and Utility Locations Sheet -2 Bldg 802 Site Plan

Sheet -3 Bldg 802 Elevations/ Drainage

Sheet -4 Bldg 802 Elevations/ Drainage

Sheet -5 Bldg 803 Site Plan

Sheet -6 Bldg 803 Elevation / Drainage

Sheet -7 General Notes

PROJECT LOCATION MAP

N

APPROVAL SIGNATURE BLOCK

SECTION SIGNATURE DATE

WING COMMANDER

BASE CIVIL ENGINEER

USING AGENCY z f---------+------------+----------,~u

SAFETY ~

FIRE DEPARTMENT ~

PROJECT ENGINEER

ENVIRONMENTAL

SECURITY POLICE f--t-t-+--+-+-+-+--+-1 f---------+------------+----------,~

COMMUNICATIONS

WINGATO CS.O

N

1 /4 " R

NEW DRAINAGE HEADWALL

1/4 "

<1 2"

EXISTING GRASS EDGE PERIMETER PATH <I

ASPHALT

'-.__..,,-TO REM Al N"-----

~ REMOVE

f I ASPHALT

"-------'--1--u ' [] )

'REMOVE

1-+------!it----+---, ASPHALT _l

I\ /\ . /\

<1 .

r

. I\

<1 /\ .

__..085 FT/FT

I . /\

I

<1

= <1 iio ./\ /\ co l_ .. i\ I\. A /

EXISTING

ASPHALT

.. <1 ,, /\

,· ___ _:_--1~~-✓-_ _:_ __ · _✓ ____ i__JL.J& f.-'- L\

6" ~

.20 FT/FT

7" _ _... ______ 17"--------i

----------24"-----------i

(12")N EW CON CRETE CURB DETAIL

>-+--------+-< i LO NEW CONCRETE SIDEWALK tt===t===t~ ~ ~ 20, -----1-if SEE DETAIL NEW 8" STORM DRAIN

SEE SHEET 3

>-+--------+-< '"---+-·□• NEW 8" DIA. STORM DRAIN

1o-12"x12" NEW CATCH BASINS

SLOPE GRADE TO EACH SURFACE

DRAIN SEE SHEET 3

BITUMINUS

--WEARING

SURFACE

BITUMINUS

--BINDER

AGGREGATE

--BASE

EXISTING BLDG WALL

SLOPE

NEW GRASS

SODDING NEW CATCH BASIN SURFACE

DRAIN

---SLOPE

NEW CONCRETE CURB

NEW STORM DRAIN

BACK LOWER ENTRANCE-CATCH

BASIN DETAIL-LOWER LEVEL

._..- REMOVE 1

>-+------1<1-----+-< ~ ASPHALT EXISTING BLDG WALL

LO EW CONC ETE SIDEWALK

i---t-------w-------J::::::!.W~ --l------1, - SEE DE AIL

BLDG WALL EDGE

f-+-----'~

- 11 t-+--------,J'~~Pff I tX+-+++-++t-+-t,t-+--t,jj',Yf-H-+-H.r--t-,1 /lt1// Id Ill

~ SANITARY r--1-t-------+-------.---r---r-.__

,, ,, ', ,, lll , (j SEWER '\ / ~REMOVE

111 '--1--c□ WATER (REMOVE ~ □ □ ASPHALT

I

.Ill

1\ \\1

VALVE ASPHALT ~ ,{1

. 63' ·:---------,--+-t----- ~v

EXISTING DOWNSPOUTS

e-- _,_

-- _i.- _i--

I I I

'1

EXISTING

ASPHALT

LL

W/1 i\l t

NEW DRAINAGE HEADWALL

r--fu:==p ==ff~~~~ ~~~$~~FF~ =i'U"'~E~X~IS~TIN;;.G~ SID~E~W~AL~K;;:;.T~O~ R~E~MA~IND.[== = ~ = =r-=r=u::l= ,,/---10

J) / ~

REMOVE V

_, I /; (Q

&' V EXISTING CURB TO REMAIN.

REMOVE

ASPHALT

0.-o

REMOVE

ASPHALT

I v

I ra'-" ;~ ~ot

-------.~, rr-----f--+---+-----+----¾:---'~++--+-r--+-110'--t'------+----+-------,L__--+-t---~

- I I I N\ y ' / /

:§~~XET/ASPH LT ASPHALT/

I

I I I I I ~ , ------/i-----------,,,L-/ __ -fl'------_-i __ s·_,'""----"s-11s·-6" -----=-=--------+------1-J

EXISTING CURB TO REMAIN.

-- I

NEW 8" STORM

SEE SHEET 3

DRAIN SEE NEW 12" CONCRETE CURB DETAIL

NOTE: SAWCUT ASPHALT ALONG BLDG 802, FRONT AND SIDE 20' FEET

FROM BLDG WALL AS SHOWN. REMOVE ASPHALT AND SUBBASE TO WHERE SAWCUT HAS BEEN MADE.

ONCE ASPHALT AND SUBBASE HAVE BEEN REMOVED.AN ADDITIONAL 4"(1NCHES) OF SOIL

IS TO BE REMOVED AND REPLACED WITH TOP SOIL AND SODDING TO TOP EDGE OF NEW CURB.

RAISE ALL PIPES AND WATER VALVES AND SEWER COVERS TO NEW SURFACE LEVEL IF REQUIRED.

NOTE: SEE PROJECT SITE UTILITIES ON SHEET 1

WIRE MESS 6X6X10

i----1 .. -5' /~ __l _L . ........--~-----o---L~~ s::I" tO t

I/ 3500 PSI CONCRETE

4" THK. CRUSHED STONE

CONCRETE SIDEWALK DETAIL

EXISTING SIDEWALK

NEW GRASS

NEW CATCH BASIN AND SODDING

8" STORM DRAIN

NEW CONCRETE CURB

---SLOPE

••••••• -.-.-.-.-.·.-.-.-.-.-.· • 4

EARTH

BLDG ENTRANCE-CATCH

BASIN DETAIL-UPPER LEVEL

3000 PSI CONCRETE

.. • ,i. •

#3 (.375) SIZE REBAR

8"DIA .

r-3'-0"7

EITUWINUS

-'11£ARINO

,u,.-ACE

_BITUI.INUS .,,..

-i6"i-----

8"DIA.

2'-0" 6"IN. GRAVEL BASE v TOP VIEW

SIDE VIEW FRONT VIEW

HEADWALL DETAILS

z ii:

°' 0 ff]

>i a • II:

C ..:I II: z 111111

~ ill z II: !i z

• II

loo co 111111 ..

II: ..

w w en en w z z w ill

SHEET 2

NEW CONCRETE SIDEWALK

SEE SHEET 2

EAST ELEVATION

BLDG. 802

/ til[_::::_::;...;,:...::.._.=.,::c_::::::::':"':. =:-:S;;;;L;;;;O=PE~~!f:=~ Ji~~~...,~-~---~-:;__ o..---PIPE CONTINUANCE

EAST ELEVATION

TOP OF GRADE

CLEANOUT

INSTALL NEW 8"INCH CORRUGATED

POLYETHYLENE DRAINAGE PIPE

NORTH ELEVATION

BLDG. 802

INSTALL NEW CONCRETE HEADWALL

45• WYE OR REDUCING

WHERE NECESSARY

NYLOPLAST CLEAN OlJT

END CAP (OR PVC EOUIVALEN

INSTALL STONE TO DISPERSE WATER FLOW

FLOW FROM :I

ROOF LEADER t

INSTALL NEW 8"INCH CORRUGATED

POLYETHYLENE DRAINAGE PIPE

SPECIFICATION AASHTO M-252, ASTM D-3350,

AND ASTM D-2321,

NOTE:

DRAIN SYSTEM DEPTH AND SLOPE TO BE DETERMINED

BY CONTRACTOR UPON APPROVAL BY COTR. PRIOR

TO INSTALLATION.

NOTE:

SEE PROJECT SITE UTILITIES ON SHEET 1

i ·-+·-· i

NOTE:

45• WYE OR REDUCING

WYE 'M-IERE NECESSARY.

FLOW FLOW

LATERAL CONNECTION DETAIL

VARIABLE

FINISH GRADE

DRAIN PIPE

SEE LAYOUT PLAN)

• I T

YABIABIE

DOWNSPOUT

BUILDING FACE

DOWNSPOUT ADAPTER

45• BEND

VARIABLE

CATCH BASIN DETAIL

1. STANDARTPARK 16X16 CATCH BASIN SW18473

WITH 8" INCH POLYETHYLENE CORRUGRATED

KNOCKOUT OUTLETS.

CLEANOUT DETAIL

p

2. SEE SHEET 2 FOR PLACEMENT OF SURFACE CATCH BASINS

UJ

UJ ...J ...

Cl) <( ;;; "' C/l Zo .;~ UJ O c::: z " 'I' Z -<(O ~m Z IV f-- 0::: " <'> UJ _..... <( :::J O ~ ;;, 1- <C z (!) :3 '!e a • II:

C ..:I II: z 111111 ill II: z

• 111111

II:

w w en en w z z w ill

0 ~ ~ C/J ii LL

Cl'. :1. '& UJ O ;ii;

w ro m Z "'°' - "O "' (9 iii ;;, z -gw

W CD;

....I a. " - io > " .<=

- "' 0..

I N to w C -= z 111111

-= a: w a w Ill Ill ..... w z

~ z z w z 0 w !i 111111 :I ..

lit ;., II II loo -= Ill co = .. =-.. • w a .a w ..a ..

"' w = a:

N w Ill

0 co C a ..a m z ii:

°' 0 ff]

>i

SHEET 3

rn

SOUTH ELEVATION

BLDG. 802

lf, ll·

,t,&f · 0~

¢ 1~· i ·-·+·-· i, i

CATCH BASIN DETAIL

NOTE:

1. STANDARTPARK 16X16 CATCH BASIN SW18473

WITH 8" INCH POLYETHYLENE CORRUGRATED

KNOCKOUT OUTLETS.

2. SEE SHEET 2 FOR PLACEMENT OF CATCH BASIN

FRONT ENTRANCE

NEW GRASS

SODDING

NEW CATCH BASIN AND

8" STOR DRAIN

GRAVEL

BLDG ENTRANCE-CATCH

BASIN DETAIL

EARTH

EXISTING BLOCK WALL

rn rn rn rn

NEW CONCRETE SIDEWALK

SEE SHEET 2

rn rn

BLDG

DRAIN

802 ENTRANCE

SYSTEM LOCATION

TOP OF GRADE

GRAVEL

INSTALL NEW 8"INCH CORRUGATED

POLYETHYLENE DRAINAGE PIPE

INSTALL NEW CONCRETE HEADWALL

INSTALL STONE TO DISPERSE WATER FLOW

SPECIFICATION AASHTO M-252, ASTM D-3350,

AND ASTM D-2321,

NOTE:

DRAIN SYSTEM DEPTH AND SLOPE TO BE DETERMINED

BY CONTRACTOR UPON APPROVAL BY COTR. PRIOR

TO INSTALLATION.

NOTE:

SEE PROJECT SITE UTILITIES ON SHEET 1

EAST ELEVATION

z ii:

°' 0 ff]

>i a • II:

C ..:I II: z 0 -ill II: z

• -II:

w w en en w z z w ill w

"' IC z - w ; w Ill Ill w a z z - w

~ z ~ z !i 0 w - ~ iii ;., II IC 5 loo co ;.. = .. .. w • a

..:I .a w w ..

"' N = 0 a: co w Ill

"' a ..:I ra

SHEET 4

~ L.

~ I "(J' ~

A,_£

I

3000 PSI CONCRETE #3 (.375 SIZE REBAR

B"DIA.

----j 1' f--

SIDE VIEW

B"OIA.

TOP VIEW

FRONT VIEW

HEADWALL DETAILS

AC UNIT

EXISTING

CANOPY TOP

REMOVE EXISTING

ASPHALT

VENT

ss--

11'

NEW CONCRETE HEADWALL

DRAINAGE SYSTEM

NEW CONCRETE CURB

t-------a---1 REMOVE EXISTING ASPHALT

ASPHALT

NEW CONCRET

SIDEWALK

~ ~r---NEW CATCH

GRATED POLYETHYLENE

~ J.-----~ _--'-'.J.Cu::::>J..l."I PIPE

□ EXISTING

PARKING

1/4 " R

---.--"7-~~~==---1/4 "

1/4"

.I\ . I\

<1 .I\ I\

I ,i _..085 FT/FT <1 .I\

I

<1 . I\

CX) • <1

I\ I\

CX)

_L . . A

.. <1

I\ .

I\

✓ I\

611 ~

.20 FT/FT

7" --.j-------- 17" ---------s--1 i------------24"-------------i

BITUMINUS

-WEARING

SURFACE

_BITUMINUS

BINDER

(12")NEW CONCRETE CURB DETAIL

WIRE MESS 6X6X10

i---5'----A--i

"<t

3500 PSI CONCRETE

6" THK. CRUSHED STONE

VENT CONCRETE SIDEWALK DETAIL

EXISTING BLDG WALL

EXISTING

CANOPY TOP

NEW CONCRETE

SIDEWALK

AC UNITS ?--1~ .. ~--~-~ .. ~ ... -.~--~. ~✓ EXISTING EDGE OF CONCRETE

ilii.tm&::' · , §

REMOVE EXISTING

ASH ALT AND REPLACE WITH

NEW 3500 PSI CONCRETE PAD AND

4000 PSI CONCRETE CURB AS SHOWN

BLOG 803

NOTE: SAWCUT ASPHALT ALONG BLDG 803, 20' FEET

FROM BLDG WALL. REMOVE ASPHALT AND SUBBASE AROUND ALL ABOVE GROUND PIPE'S

CONCRETE PAD'S AS SHOWN IN DRAWING TO WHERE SAWCUT HAS BEEN MADE.

ONCE ASPHALT AND SUBBASE HAVE BEEN REMOVED.AN ADDITIONAL 4"(1NCHES) OF SOIL

IS TO BE REMOVED AND REPLACED WITH TOP SOIL AND SODDING TO TOP EDGE OF NEW CURB.

RAISE ALL PIPES AND WATER VALVES AND SEWER COVERS TO NEW SURFACE LEVEL IF REQUIRED.

0 11 ·

061· r;,Bi- · .,..

NOTE:

NEW GRASS

SODDING

NEW CATCH BASIN AND

8" STORM DRAIN

SLOPE

: : : : :::: :: : :: : : : : :: :: :: : : : :: :: : : : : : : : : =::::::::::::::: .- . .d

EARTH

BLDG 803-SURFACE CATCH

BASIN DETAIL

CATCH BASIN DETAIL

1. STANDARTPARK 16X16 CATCH BASIN SW18473

WITH 8" INCH POLYETHYLENE CORRUGRATED

KNOCKOUT OUTLETS.

NEW 12" CONCRETE CURB

I z ii:

°' 0 ff]

>i a • = C ..:I II: z 111111 ill II: z

• 111111

II:

w w en en w z z w ill

SHEET 5

SEE SHEET 5 FOR THIS SECTION OF

CON STRU CTI ON

NOTE:

;,, ,H· I

©<r" ~ lt;/_

~1,f·

CATCH BASIN DETAIL

1. STANDARTPARK 16X16 CATCH BASIN SW18473

WITH 8" INCH POLYETHYLENE CORRUGRATED

KNOCKOUT OUTLETS.

2. SEE SHEET 2 FOR PLACEMENT OF CATCH BASIN

NEW CATCH BASIN AND

8" STORM DRAIN

EAST

NEW GRASS

SODDING

i-------'.-20'-0"-----1.

NEW CONCRETE CURB

'.,::.:::. f-;::~·>:):·~~-.

EARTH

BLDG ENTRANCE-CATCH

BASIN DETAIL

SLOPE-FLOW

GRAVEL

NEW CATCH BASIN

ELEVATION

NORTH

\ I

SLOPE-FLOW

i T T I

L f .--.~ 11 .. . .• ..

EXISTING AC UNITS

SLOPE-FLOW

GRAVEL

INSTALL NEW 8"INCH CORRUGATED

POLYETHYLENE DRAINAGE PIPE

NEW CATCH BASIN

SPECIFICATION AASHTO M-252, ASTM 0-3350,

AND ASTM D-2321,

NOTE:

DRAIN SYSTEM DEPTH AND SLOPE TO BE DETERMINED

BY CONTRACTOR UPON APPROVAL BY COTR. PRIOR

TO INSTALLATION.

NOTE:

SEE PROJECT SITE UTILITIES ON SHEET 1

\ f I

L

ELEVATION

3000 PSI CONCRETE

#3 (.375) SIZE REBAR

8"DIA.

--j 1' f-- r 3'-0" 7 t ~ 2'-0" ~

~ 6"1N. GRAVEL BASE

1 f-- 3'-0" ------jT

6" 8"DIA.

TOP VIEW

SIDE VIEW FRONT VIEW

HEADWALL DETAILS

BLDG. 803

NOTE: SAWCUT ASPHALT ALONG BLDG 803, 20' FEET

FROM BLDG WALL. REMOVE ASPHALT AND SUBBASE AROUND ALL ABOVE GROUND PIPE'S

CONCRETE PAD'S AS SHOWN IN DRAWING TO WHERE SAWCUT HAS BEEN MADE.

ONCE ASPHALT AND SUBBASE HAVE BEEN REMOVED,AN ADDITIONAL 4"(1NCHES) OF SOIL

IS TO BE REMOVED AND REPLACED WITH TOP SOIL AND SODDING TO TOP EDGE OF CURB.

SEE SHEET 5

z ii:

°' 0 ff]

>i a • II:

C ..:I II: z 0 -ill II: z

• -II:

w w en en w z z w ill w C II: z -II: w w • Ill Ill a w z - z w

~ z ~ z !i 0 w - ~ ill ;., II II: 5 loo co =- = .. .. w • a

..:I .a w w .. "' "" = a: 0 w co Ill

C a ..:I Ill

SHEET 6

---·1/4 II

('\I , <J

2" IT]

1/4 II

L BITUMINUS

WEARING

/\ <J .

~ 00 <JI\ l\ 00<1 l .. i\ .. <J

I-'-.. __ <'.l_. __ _,___._ _____ _

. l\ .085 FT/FT <J l\

/\ . I .

l\ I\

✓ l\

I SURFACE

l\ @] BITUMINUS

BINDER

I

AGGREGATE

BASE

--~ 6-1/2" -----j 7"

.20 FT/FT

17., lwGI

24" ~

CURB DETA L

1 .

2.

3.

GENERAL NOTES

3 0 4 m m ( 1 2 ") CONCRETE D ET AC H ED

304mm (12") CONCRETE COMBINED CURB AND GUTTER TABLE

TOTAL WIDTH OF VERTICAL VERTICAL VERTICAL DEPTH

WIDTH ~ GUTTER IWGI DROP [I] IN DEPTH [QJ [y] OF GUTTER

IN INCHES IN INCHES INCHES OF GUTTER AT FLOW LINE

750mm (24") 580mm (23") 50mm (2") 203mm (8") V-203mm (8")

VERTICAL DEPTH (V) MUST ALWAYS EXCEED 150mm (6").

THE FRONT FACE OF THE CONCRETE CURBS FOR ALL DEGREES OF CURVATURE SHALL CONFORM TO

THE CONTOUR OF THE CURVE AND NO CHORD SECTIONS WILL BE PERMITTED.

CONCRETE EXPANSION JOINT MATERIAL IS TO BE 20mm ( ~") PREMOLDED FIBER IN ACCORDANCE

WITH SECTION 905 - JOINT MATERIALS OF THE STANDARD SPECIFICATIONS.

EXPANSION JOINTS ARE TO BE PLACED AS FOLLOWS:

1. AT TANGENT POINTS OF CIRCULAR CURBS

2. BETWEEN CURBS AND ABUTTING RIGID OBJECTS

3. AT OTHER PLACES WHERE STRESSES MAY DEVELOP

4. SO AS TO LINE UP WITH PAVEMENT JOINTS WHERE THE ADJACENT PAVEMENT IS CONCRETE

5. MAXIMUM SPACING IS TO BE 30,000mm ( 100')

4. CONTRACTION JOINTS ARE TO BE SPACED AT 3000mm (1 O'). THE SPACING OF 3000mm (1 O') MAY BE REDUCED FOR CLOSURES, BUT NOT LESS THAN 1800mm (6').

5. EDGES OF JOINTS SHALL BE FINISHED ON 8mm ( ¾") RADII.

GENERAL NOTES

THE CONTRACTOR SHALL INSTALL AN 8"INCH DIAMETER CORRUGRATED POLYETHYLENE

PIPE DRAINAGE SYSTEM, WITH CATCH BASINS, CLEANOUTS AND HEADWALL. THE NEW

SYSTEM IS TO BE CONNECTED TO BLDG'S 802 EXISTING DOWNSPOUT ROOF SYSTEM,

WHICH IS LOCATED ON THE NORTH ELEVATION, LOWER LEVEL SIDE. FIVE CATCH BASINS

ARE TO BE LOCATED IN THE NEW GRASS AREA'S AND GRADE SLOPED TO EACH BASIN TO ALLOW

ANY SURFACE WATER FROM ACCUMULATING.

THE FRONT ENTRANCE, SOUTH ELEVATION SIDE OF BLDG 802 WILL ALSO BE INSTALLED A DRAIN SYSTEM

TO CONTAIN FIVE CATCH BASINS, A HEADWALL AND AN 8" CORRUGRATED PIPE SYSTEM AS SHOWN ON SHEET

DRAWINGS.

BLDG 803's DRAINAGE SYSTEM WILL CONSIST OF FIVE 16"X16" CATCH BASINS, A HEADWALL AND 8" INCH

CORRUGRATED POLYETHYLENE PIPE. THE DRAINAGE SYSTEM IS TO BE LOCATED 11 FEET FROM BLDG WALL

TO CENTER OF GRASS AREA, SURFACE SHALL BE SLOPED TO EACH BASIN TO REMOVE ANY EXCESS WATER.

THE NEW DRAINAGE SYSTEMS FOR BLDG's 802 AND 803 SHALL MEET ALL STATE, LOCAL AND FEDERAL GUIDLINES

AND SPECIFICATIONS AASHTO M-252 AND ASTM D-3350 AND ASTM D-2321 REQUIREMENTS.

SAWCUT ASPHALT AT EACH BLDG SITE AS SHOWN AND INSTALL NEW CONCRETE CURB. REMOVE ALL ASPHALT AND SUBBASE, WITHIN THE AREAS FOR EACH BLDG. ONCE REMOVED AN ADDITIONAL 4" INCHES OF SOIL IS TO BE REMOVED AND REFILLED WITH TOPSOIL

AND GRASS SODDING TO TOP EDGE OF CONCRETE CURB.

THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL FIELD MEASUREMENTS FOR DEPTH AND SLOPE FOR DRAIN SYSTEM.

CONTRACTOR SHALL, PRIOR TO INSTALLATION OF DRAINAGE SYSTEM AND CONCRETE CURBING GET APPROVAL FROM PROJECT COTR.

z ii:

°' 0 ff]

>i a • II:

C ..:I II: rll z w 0 Ii-111111 ill iO II: !iZ z

..:I • II

loo

-= 111111 co .. a: II: ..

w w z w en w en

"' w z z w ill

SHEET 7

w w Ill Ill w z z w w :I ..

II

Ill

= • a .a w ..

= a: w Ill