S02 - Construction Drawings 10-16-2023.pdf

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VA FORM

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DEPARTMENT OF VETERANS AFFAIRS

V.A.M.C. HITE RIVER JUNCTION CAMPUS

100% CONSTRUCTION DOCUMENT DRA INGS

FOR

ASPHALT & CONCRETE REPAIRS CAMPUS WIDE

AUGUST2023

UNITED STATES GEOLOGICAL SURVEY (USGS) MAP

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COVER SHEET

0B-6231

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REMOVE & REPLACE BIT.

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REPLACE 2 FLIGHTS OF �

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I , AREA E - PARKING LOT 5 SIDEWALK AND X-WALK IMPROVEMENTS:

REPLACE ASPHALT WALK WITH RAISED SIDEWALK, CURB &

GUTTER; RETROFIT EXISTING CATCH BASIN AND ADD CATCH

BASIN; MILL & REPAVE AT INTERSECTION; SEE ENLARGED PLAN .

AREA C - PATRIOT DRIVE ENTRANCE

SEE ENLARGED PLAN

AREA B - BLDG 2, 8 & 37,

REMOVE & REPLACE BIT .

CONG. BINDER & SURFACE

COURSE (3-1/2" TOTAL)

SEE ENLARGED PLAN

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MILL AND REPLACE 2" ASPHALT,

LOCATIONS 1 & 2 ON PATRIOT DR,

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ASPHALT & CONCRETE

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VA FORM 08-6231

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GENERAL NOTES:

1. CONTRACTOR IS TO REPLACE EXISTING PAVEMENT, CURBING, WALKWAYS AND

DRAINAGE STRUCTURES AS SHOWN ON THE PLANS.

A. CURBING: NEW GRANITE CURBING SHALL HAVE A 6-INCH REVEAL AND

MATCH THE TOP OF EXISTING CURB ELEVATIONS (AREA B); RESET

GRANITE CURB SHALL HAVE A 6-INCH REVEAL AND MATCH EXISTING

BOTTOM OF CURB ELEVATION (AREA C); NEW CONCRETE MOUNTABLE

CURB AND GUTTER SHALL HAVE A 4-INCH REVEAL AND MATCH

APPROVED LAYOUT PLAN PROVIDED BY CONTRACTOR (AREA E); ANY

ADJUSTMENTS MUST BE APPROVED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

B. PAVEMENT: ALL EXISTING SURFACE PAVEMENT ELEVATIONS TO BE

REPLACED SHALL BE SURVEYED PRIOR TO ANY PAVEMENT DEMOLITION.

AT PARKING AREAS AND LOADING DOCKS, REPLACED PAVEMENT

SURFACE ELEVATIONS SHALL MATCH THE EXISTING PAVEMENT SURFACE

ELEVATIONS EXCEPT WHERE SPECIFICALLY NOTED ON THE DRAWINGS.

ALL ACCESS ROADS THAT ARE CROWNED SHALL BE CONSTRUCTED AT

1 / 4-INCH PER FOOT. ALL ACCESS ROADS THAT ARE CROSS SLOPED

SHALL MAINTAIN THE EXISTING SLOPE UNIFORMLY. MINOR DEVIATIONS

BETWEEN EXISTING AND FINAL PAVEMENT SURFACE ELEVATIONS ARE

ACCEPTABLE SUBJECT TO APPROVAL BY THE COR; SUCH DEVIATIONS

SHALL NOT NEGATIVELY IMPACT SURFACE DRAINAGE OR SMOOTH

TRANSITIONS TO WALKWAYS, CURBING, ETC.

C. SIDEWALK: ALL EXISTING SIDEWALK SHALL BE SURVEYED PRIOR TO ANY

SIDEWALK DEMOLITION. CONTRACTOR SHALL PROVIDE LAYOUT PLAN

WITH NEW SIDEWALK ELEVATIONS, CROSS SLOPES AND CURB CUT

DETAILS FOR VA APPROVAL (AREA E).

D. PAVEMENT MARKINGS: EXISTING PAVEMENT AND CURB MARKINGS SHALL

BE NOTED AND REPLACED UPON REPAVING.

E. STORM DRAINS: ALL STORM DRAIN RETROFIT AND NEW WORK SHALL BE

SURVEYED PRIOR TO ANY DEMOLITION. CONTRACTOR SHALL PROVIDE

LAYOUT PLAN WITH NEW SIDEWALK ELEVATIONS, CROSS SLOPES, CURB

CUT AND TRANSITION CURB DETAILS FOR VA APPROVAL (AREA E).

2. ALL DIMENSIONS AND QUANTITIES STATED ARE DERIVED FROM AERIAL BASE

MAPS. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND QUANTITIES FOR

BIDDING PURPOSES. NOTIFY OWNER OF ANY SUBSTANTIAL DISCREPANCIES.

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AFTER COMPLETING DEEP PATCHES: -

REMOVE AND REPLACE

2'' BITUMINOUS SURFACE COURSE,

413 SY TOTAL IN AREA C

DEEP PATCH, --

3' X 60'

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3' X 120'

REMOVE AND RESET

105 LF OF GRANITE

CURB,

SEE DETAILS

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3. EXISTING UTILITIES ARE NOT FULLY DEPICTED ON THE DRAWINGS. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO FIELD SURVEY ALL UTILITIES PRIOR TO

THE START OF CONSTRUCTION. CONTRACTOR SHALL EMPLOY A UTILITY

LOCATOR FIRM TO MARK ALL UNDERGROUND UTILITIES BEFORE DIGGING ON

VA PROPERTY.

NOTE: DEEP PATCHES INCLUDE: REMOVE & REPLACE 6" GRAVEL BASE

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4. UTILITY MANHOLES, CATCH BASINS, HAND HOLES, VALVE BOXES, GATE

VALVES, ETC. SHALL BE PROTECTED DURING CONSTRUCTION OR

TEMPORARILY LOWERED AND THEN RESET TO FINAL SURFACE ELEVATION

AFTER REPAVING OPERATIONS. CONTRACTOR SHALL IDENTIFY LOCATIONS OF

ABOVE MENTIONED STRUCTURES PRIOR TO START OF WORK. THE

CONTRACTOR SHALL PROVIDE RIM ELEVATIONS AND INVERT ELEVATIONS FOR

ALL NEW OR RETROFITTED CATCH BASINS, CURB INLETS AND ASSOCIATED

DRAIN LINES.

5. THE CONTRACTOR'S STORAGE AREA AND GENERAL STOCKPILE LOCATION

SHALL BE DESIGNATED AT THE PRE-CONSTRUCTION CONFERENCE AND MAY

BE CHANGED TO ACCOMMODATE EITHER THE REQUIREMENTS OF THE U.S.

GOVERNMENT OR CONSTRUCTION PHASING.

6. THE CONTRACTOR'S HAUL ROUTES SHALL BE DESIGNATED AT THE

PRE-CONSTRUCTION CONFERENCE AND MAY BE CHANGED TO MEET EITHER

THE REQUIREMENTS OF THE U.S. GOVERNMENT OR CONSTRUCTION PHASING.

7. SEDIMENTATION AND EROSION CONTROL MEASURES ARE NOT SHOWN ON THE

PLANS FOR CLARITY. THE CONTRACTOR SHALL COMPLY WITH ALL

APPLICABLE LOCAL, STATE AND FEDERAL SEDIMENTATION AND EROSION

REQUIREMENTS AND CRITERIA.

8. MAINTAIN ACCESS FOR EMERGENCY VEHICLES THOROUGH ALL CONSTRUCTION

SITES AT ALL TIMES.

9. WORK IN SPECIFIC AREAS MUST BE PERFORMED CONTINUOUSLY UNTIL ALL

ITEMS OF WORK REQUIRED IN THAT AREA HAVE BEEN COMPLETED.

VARIANCES MUST BE APPROVED BY THE COR.

BLDG

EXISTING DRAIN CULVERT, CONTRACTOR SHALL _ _____,

PROTECT PIPE DURING EXCAVATION,

BACKFILLING AND PAVING

AND 2'' BIT. CONC. BINDER COURSE.

AREA C - PATRIOT DRIVE ENTRANCE

REMOVE AND REPLACE 3-1 /2" ASPHALT, 16,638 SF,---...

FINE GRADE GRAVEL SURFACE TO ENSURE POSITIVE

DRAINAGE TO EXISTING STORM DRAINS

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FIRE LANE

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FINE GRADE GRAVEl:---<'-t--.......\_ BASE TO DIRECT iil SURFACE FLOW \ !iJ

TOWARD STORM �

DRAINS

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LOADING

DOCK

EXCAVATE AND REMOVE 4" DIAMETER STEEL

,____,__,� BOLLARDS (2) TO 6" BELOW FINISH

SURFACE ELEVATION. FILL VOID WITH

ASPHALT AND COMPACT.

BLDG

REMOVE AND REPLACE

ASPHALT HANDICAP

RAMP IN-KIND

AREA A - LOADING DOCKS + BUILDING 28

BLDG

MILL AND REPLACE 2"--'

ASPHALT AROUND

MANHOLE, 8'X8' TOTAL

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AREA E NOTES:

PARKING LOT 5

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C, C, cou

REMOVE EXISTING 4' WIDE ASPHALT WALK,

APPROXIMATELY 90' LONG, & REPLACE WITH 4'

WIDE RAISED CONCRETE WALK WITH MOUNTABLE

CURB & GUTTER. PROVIDE THICKENED

OUTBOARD EDGE OF GRAVEL BASE, UP TO 1'

DEEP, WHERE NEEDED TO MEET DESIGN GRADES.

1. CONTRACTOR TO PROVIDE LAYOUT PLAN WITH NEW CURB, GUTTER,

SIDEWALK & CATCH BASIN LOCATIONS/ELEVATIONS FOR VA APPROVAL.

2. VA TO APPROVE ALL SUBGRADE AND FORMWORK ELEVATIONS PRIOR

TO POURING CONG. OR PAVING.

3. CONTRACTOR SHALL PROVIDE ONE LANE OF TRAFFIC AT ALL TIMES

AND TWO LANES TRAFFlC WHEN NO WORK IS OCCURRING.

4. CONTRACTOR RESPONSIBLE FOR RAISING, LOWERING AND/OR

RESETTING ALL UTILITY VALVE BOXES, MANHOLES AND STORM DRAIN

FRAMES AND COVERS DUE TO CHANGES IN ASPHALT SURFACE

ELEVATIONS.

5. IN AREAS WHERE NEW CURB AND SIDEWALK ELEVATIONS ARE R/>JSED,

SURROUNDING GRASS AREA ELEVATIONS SHALL BE RAISED TO

MAINTAIN POSITIVE DRAINAGE AWAY FROM SIDEWALK.

0 10 20

Feet

SCALE IN FEET

2 3

EXTEND NEW CURB & GUTTER APPROXIMATELY 125' FOR ----

PED-X IMPROVEMENTS. CONTRACTOR TO PROVIDE LAYOUT

PLAN FOR VA APPROVAL DEPICTING ALL SURFACE

ELEVATIONS, CROSS SLOPES AND CURB CUTS.

TRANSFORMER, --

DO NOT DISTURB

RESTORE DISTRURBED AND RECLAIMED AREAS

WITH 4" TOPSOIL, SEED & COIR BLANKETS,

PROVIDE CLEAN, COMPACTABLE FILL BELOW

TOPSOIL AS NEEDED TO MEET DESIGN GRADES.

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RETROFlT EXISTING CATCH BASIN

TO ACCEPT MANHOLE COVER;

DEMOLISH APPROX. 25' CURB;

RECLAIM AREA BEHIND NEW

CURB & SIDEWALK .

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BLDG

GREENHOUSE

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NEW ASPHALT CROSSWALK WITH 2%

CROSS SLOPE, RAISED AT NORTH

END FOR IMPROVED FOOTING

'---- INSTALL NEW CATCH BASIN TO MATCH EXISTING IN

CURB LINE. CONNECT NEW CATCH BASIN TO EX NG

RETROFITTED CATCH BASIN WITH 18" DIAMETE PE.

CONTRACTOR TO PROVIDE LAYOUT PLAN W OCATIONS,

AND ELEVATIONS FOR GRATE, ADJACENT LT, PIPE AND

BASIN INVERTS.

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MILL & REPLACE UP TO 2'' _ __,

ASPHALT THIS AREA,

----- MILL & GRADE TO CONVEY

STORM WATER TOWARD DRAINS I

MILL 3-1/2", FINE GRADE GRAVEL BASE AND

REPAVE 2,820 SF THIS AREA TO IMPROVE

FLOW TOWARD NEW AND EXISTING STORM

DR/>JNS & TO PROVIDE R/>JSED PEDESTRIAN

WALKWAY ACROSS PATRIOT DRIVE. VA TO

APPROVE LAYOUT PLAN AND FINAL MILLING

AND GRAVEL GRADING PRIOR TO PAVING

2,200 SF

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RAISE & RESET 3' x2'

GAS VALVE BOX

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LIMITS OF

NEW ASPHALT---...

REPLACE ALL

STRIPING (TYPICAL)

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REMOVE & REPLACE EXISTING --'r--...

BOLT DOWN, GASKET LINED,

HIGH POINT '\,_

AREA E - PARKING LOT 5 WALKWAY

BLDG

I STEAM MANHOLE COVER, RING

AND BASE; PROVIDE POSITIVE

DR/>JNAGE AWAY FROM COVER.

FIRE LANE

AFTER REMOVAL OF ASPHALT CONTRACTOR SHALL

FlNE GRADE GRAVEL BASE UP TO 6"+/- TO

PROVIDE LOW FLOW CHANNELS DIRECTED TOWARDS

STORM DRAIN. VA TO APPROVE LAYOUT PLAN

AND FINISH GRADE PRIOR TO PAVING

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BLDG 2

PROVIDE 2% CROSS-SLOPE FOR PEDESTRL-\NS. ---..

VA TO APPROVE LAYOUT PLAN AND GRAVEL

BASE FINISH GRADE PRIOR TO PAVING

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PA TR/OT DRIVE REMOVE & RESET FRAME, GRATE & BASE,

UP TO 4" LOWER TO IMPROVE CAPTURE u___________________________ OF SURFACE FLOWS.

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/ / REMOVE AND REPLACE 3-1/2" ASPHALT, 31,479 SF

FIRE LANE

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LANE

FIRE LANE

LIMITS OF

NEW ASPHALT

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REMOVE AND RESET DRAIN FRAME, GRATE &

BASE +/- 3" TO ENSURE POSITIVE DRAINAGE

AWAY FROM BUILDING 8 ENTRANCE. VA TO

APPROVE LAYOUT OF ALL FRAME/GRATE

ELEVATIONS PRIOR TO PAVING.

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END REPLACE

CONCRm CURB

BLDG

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CAITTERIA LOADING DOCK ACCESS ROAD:

REMOVE AND REPLACE 3-1 /2" ASPHALT, 2,217 SF

REMOVE AND REPLACE CONCRETE CURB WITH GRANITE, 200 LF

COORDINATE PAVING WmH CAFmRIA STAFF TO ALLOW UNINTERRUPTED DELI/ERIES

-----INSTALL 7' WIDE CURB CUT WITH GRANITE.

REPAIR DAMAGE TO ASPHALT RAMP BEHIND CURB WITH MIN.

3' LONG ASPHALT PATCH TO PROVIDE SMOOTH TRANSITION

CURB AT NORTH SIDE

MEET EXISTING GRANITE ,- ""

� OF CURB CUT.

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END REMOVE & REPLACE ASPHALT

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END REMOVE & REPLACE CURB AT

CURB JOINT NEAREST TO NORTHWEST

CORNER OF WAITING AREA

BLDG 39

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WIDE CURB CUT

vmRANS DRWE:

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REMOVE & REPLACE CONCRm CURB AND GUTTER WITH GRANITE BOTH SIDES OF VETERAINS DRIVE (1,386 LF TOTAL).

REMOVE AND REPLACE 3-1/2" ASPHALT, 13,407 SF

REPLACE STRIPING ON NEW PAVEMENT TO MATCH EXISTING

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REPLACE CURB AND GUTTER BOTH SIDES OF VETERANS DRIVE:

CONTRACTOR SHALL SURVEY, RECORD AIND SUBMIT EXISTING CURB AND GUITTR VERTICAL AND HORIZONTAL ALIGNMENT DATA TO VA PRIOR TO DEMOLITION. VERTICAL AIND HORIZONTAL ALIGNMENT OF REPLACEMENT CURB TO MATCH EXISTING TOP OF CURB ELEVATIONS/LOCATION AT LIMITS OF NEW WORK AND CRITICAL LOCATIONS SUCH AS EXISTING STORM DRAIN INLIETS. HORIZONTAL AIND VERTICAL ALIGNMENT OF ), --ALL NEW GRANITE CURB SHALL BE APPROVED BY VA PRIOR TO INSTALLATION OF NEW CURB.

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------ ------ I

SCALE IN FEET

I I I I

I I I

---1d

AREA D - VE I EHANS DRIVE AND CAFETERIA LOADING DOCK ACCESS RD

Drawi'g TIiie

AREAD

2 3 4 5 6 7

Project TIiie

1::

1�Nllllber

!Location I

Drawi'g Nurrber . WHITE RIVER .AJNCTION CMl'US

IDate IIChecked 110r� C-3

. 7/fl/2DZJ

. TA

E___j 5 OF 7

8 9

VISN 1

�®llll@il �ll'iillliil �Dll'il

C

D

E

,2 = "' C 0

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B IT. CONC. SURFACE & ---�

B IT. CONC BINDER

1 2

EXCAVATE 6" AND PLACE 6" GRAVEL BASE

RESET VERTICAL GRANITE CURB

NO SCALE

B IT. CONC. SURFACE & ---

B IT. CONC B INDER

REMOVE EX ISTING CONCRETE BASE

REMOVE AND RESET EX ISTING GRANITE CURB

(6"x18" W/6" REVEAL)

ASPHALT PAVEMENT

TO REMAIN

SAWCUT EDGE OF EXISTING

PAVEMENT

EXISTING BIT. CONG.

PAVEMENT

EXISTING PAVEMENT

SUBGRADE

REMOVE AND REPLACE

3-1/2" ASPHALT

..-----:-7

,...-- TACK COAT

----- PRIME COAT

1-½" BIT. CONG. CLASS

1-1 SURFACE COURSE

2" HMA BINDER COURSE

FINE GRADE AND COMPACT

EXISTING GRAVEL BASE TO

MAINTAIN OR IMPROVE DRAINAGE

TO STORMWATER STRUCTURES

NOTE:

t::::::11 lt=llt=llt=lll=lll=llt=lll=lli=II

REMOVE AND REPLACE 6" GRAVEL BASE

AT DEEP PATCH LOCATIONS NOTED IN

AREA C-PATRIOT DRIVE ENTRANCE.

UNDISTURBED EARTH

CJ ��MOVE AND REPLACE 3-1/2' ASPHALT

ASPHALT PAVEMENT

TO REMAIN

SAWCUT EDGE OF EXISTING

PAVEMENT

EXISTING BIT. CONG.

PAVEMENT

REMOVE AND REPLACE

2• ASPHALT

..-----:-7,..--- TACK COAT

2" BIT. CONC. 1YPE I

SURFACE COURSE

EXISTING PAVEMENT EXISTING HMA BINDER

SUBGRADE COURSE TO REMAIN

EXISTING GRAVEL BASE

FRAIE 4 GRATE,

I SEE NOTES BELOW I

ITYP, I B"' CRUSHED GRAVEL

PLAN VIEW

E����I(�� PAVEIENT OR CONCRETE m

:;i:

GRAVEL ! !

BASE/BAO<FlLL

�·F=====f,,r. �

::' _.;··:��: •• ,.:,1',\···-:,:,,.1···':, r

6u MIN. COhPACTED GRAVELADDITIONAL DEPTH MAY BE REQUIRED TO PROVIDE A STABLE BASE •

SECTION VIEW

AVEIENT OR CDNmETE

1s• PIPE,, M INIMUM 1'

CO\JER

REfflOFIT EXISTING CATCH BASIN

TO ACCEPT NEW MANHOLE CO'VER

AND PIPE INLET

SECTION VIEW

CONCENTRIC CONE

DETAIL-CATCH BASIN WITH FRAME & GRATE

N.T.S

NOTES:

1. CONCRETE: 4,000 PSI AFTER 28 DAYS,

2, REINFORCING: H-20 LOADING, 4 X 4/4 X 4 W,W,M, SLAB TOP-

NO, 5'S@ 8" O,C,

3, SHIPLAP JOINTS SEALED WITH 1 STRIP OF 1" DIA BUTYL RUBBER SEALANT,

4, EACH CASTING TO HAVE LIFTING HOLES CAST IN,

5. EACH SECTION TO BE LABELED AS NOTED,

6. C. I, FRAME AND GRATE SHALL BE "LEBARON" #LF 246 OR APPROVED EQUAL.

7. GRATING TO BE INSTALLED TO CONFORM TO PITCH OF ROADWAY AND SET 1"

BELOW FINISH PAVEMENT,

NEW CONSTRUCTION

VARIES

REFER TO DETA ILS

;;}i .·. · · oEXiSTING GRA VEL FIL�-·

CUT BACK 12" MIN. IN AREAS

UNDERMINED OR DISTURBED

DUR ING CONSTRUCllON

EXISTING PA VEMENT

3"±

A PPLY TACK COAT TO

PA VEMENT FACE

12 PAVEMENT SAW CUT

NOT TO SCALE

WEST ENTRANCE STEPS EAST ENTRANCE STEPS

J!Fi�J!FiJ!Fit!!trt!!tri!!trJ!tri!!fii!!:1

UNDISTURBED EARTH )

0 �rs

UILDING 6 STAIRS - REPLACE 2 SEPARATE ENTRANCE STAIRS

-s!

n 0N co0 nN I <D0 I 0, en "' c>

EXISTING

NO SCALE

0 •O

• ,.,. GRAVEL

·v,BASE

REMOVE 6" GRAVEL BASE

VERTICAL GRANITE CURB

#5 DOWELS• 18

O.C, . FIXED END

JOINT

SEALER

R•1 /811

PAINT AND OIL

END a' DOWEL

. •.O. . ·er

WIM R�INFORCEMENT. TERMINATE

WWM2 --T

. · ·o ... EXPANSION CAPSLIP FIT USE 318" EXP, JOINT FILLiR

FOR SIDEWALK AND USE 1/2 EXP,

JOINT FILLER FOR DRIVEWAY,

. o· ·-, o': . .. .-o

EXPANSION JOINT

-:!_/4"X2" GROOVE

FILLED WITH

rWWM Ri

JOINT SEALER. WWM

SEE NOTE 1• . O• '

FIXED END I t •Q

,-,0. ·o .•

'-PAINT AND OILTHIS END

CONTRACTION JOINT

·o ..

INFORCEMENT, TERMINATEFROM JOINT

CJ ��MOVE AND REPLACE 2' ASPHALT

6x6-W2.9xW2.9 WWF (GALV.)

NEW 4" CAST-IN-PLACE CONCRETE

SIDEWALK (f'c=4,000 PSI)

FINISH GRADE

6"

EXPANS ION JOINT --�

4'

MEDIUM BROOM

FlNISH

1.5%±D.5%

SECTION VIEW

NEW 4" CAST-IN-PL.ACE CONCRETE

SIDEWALK (f'c=4,00D PSI)

MATCH TOP OF CURB

EXISTING

PAVEMENT

ACCEPTED, COMPACTED, & GRADED SUBGRADE

LONGITUDINAL VIEW

NOTES:

FRONT STOOP FOR

BLDG 6 TO REMAIN

I I- 4• -1- MATCH EXISllNG \I

EXPANSION JOINT

I I I I I

I I I I I

STEEL HANDRAIL AND SLEEVE

AS REQUIRED, SEE DETAIL BELOW

fl

::--. -r i- #4 BAR•

MATCH

EXISTING:

M CAST IRON ABRASIVE

SAFETY NOSING

�:::;s�TAIR TREAD & NOSING DET-AIL

, NO SCALE

CONCRETE CHEEK WALL

<f

EACH SIDE AS REQUIRED,

MATCH EXISllNG

BOTTOM TREAD

19-3/4" DEEP

EXPANSION JOINT (TYP.)

REPLACE 5' -5" WIDE

CONCRETE LANDING

EXISllNG SIDEWALK

TO REMAIN

. <f <l

I

D� 1. PROVIDE CONTRACTION JOINTS AT 5' 0.C. (6' MAX). EXISllNG STEEL HANDRAILS: "'

D 2. CONSTRUCT FULL -DEPTH EXPANSION JOINTS AT 20' O.C. (25' MAX) AND AT ALL PC'S AND PT'S OF CURVES. REMOVE RUST, REPAINT AND RESET "' en C

E'

D

C en D

I _'.::J i" D ""' "" en C ·s:D (L

I -s!N I "'0

N

I00 .,/ ReYilionlF o· ; .. C?:·., b ·

�/◄-x2u GROOVE

FILLED WITH WWM RI;

JOINT SEALER. WWM 2

SEE NOTE 1

I . . •n

,-_-.o . . -� .FIXED END .Q

I I •o •.

-PAINT AND OIL

THIS END

CONSTRUCTION JOINT

INFORCEMENT, TERMINATEFROM JOINT

CONCRETE PAVING JOINTS

N.T.S

NOTES:

1, FOR SIDEWALKS, USE 1/8"X2" GROOVE FILLED WITH JOINT SEALER,

2, PLACE EXPANSION JOINTS AT ALL PC'S AND PT'S OF CURVES AND AT

20 FT INTERVALS ON STRAIGHT RUNS,

3, PLACE CONTRACTION JOINTS AT 5 FT INTERVALS UNLESS OTHERWISE

NOTED ON THE PLANS,

Dale

·e f------------------f-----

CONCRETE SIDEWALK

NlS

L

10"R

10"R

JOINT REINFORC ING

(SEE JO INT DETAJLS)

NOTES:

1. CROSS SLOPE OF GUTTER SAME f,S PAVEMENT.

4" GRAVEL BASE

2. SCORE OR SAWCUT CONTRACTION JOINTS j" DEEP AT 6' ON CENTER MAXIMUM.

3. SCORE OR SAWCUT CONTROL JOINTS 1" DEEP AT 18' ON CENTER MAXIMUM .

4. PR0"1DE FULL DEPTH EXPANSION JOINT AT 60' ON CENTER MAXIMUM.

5. CROSS SLOPE OF GUTTER SAME PS PAVEMENT.

MOUNT ABLE CONCRETE CURB AND GU 11 ER

NTS

/14 BAR @

8" EW (TYP.)

¼" THICK

PIPE SLEEVE

6"x 6"x ¼" THICK

PLATE WELDED

ALL AROUND

: ,f- ...

3" CLR

NON-SHRINK GROUT

CAST-IN-PLACE

CONCRETE

l-6"-j

0 6"

�l

HANDRAIL POST SLEEVE DETAIL

SCALE: 2"=1'

NOTES:

1. REPLACE 2 CONCRETE STAIRWAYS AT BUILDING 6.

2. STAIR TREADS SHALL HAVE A NON-SUP FINISH.

3. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI.

4. MATCH EXISllNG CONCRETE DIMENSIONS INCLUDING RISER HEIGHTS, TREAD DEPTHS AND OVERALL STAIRWAY WIDTH OF

6'-9.5". STAIRWAYS CONTAIN 16 RISERS WITH AN INTERMEDIATE LANDING 5'-1" DEEP AND BOTTOM LANDING 5'-5"

DEEP. TREAD DEPTH IS 12" EXCEPT BOTTOM TREAD AT 19.5" DEEP.

5. REMOVE AND PROTECT HANDRAILS FOR REINSTALLAllON. REMOVE SCALE AND RUST FROM HANDRAILS, REPAINT AND

RESET IN NEW CONCRETE STEPS.

G) B�LDING 6 CONCRETE STAIR DETAIL

Drawing TIiie Project 11tle

,;;; f-----------------e-----1---------------------+----------------------jf---------- e-------------------------------------

SITE DETAILS "'

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.f 1---------+------, IDate ll�ed l�awn

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� 7/fl/2.0Zl TA RPM 6 OF 7 -:::11::=============::::!===:!.!::===============::::!�===============�========:::..========================================================::!.::===::!.::===::!.::======::::.:========::::.l

VA FORM 0B-6231

1 2 3 4 5 6 7 8 9

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VA FORM 08-6231

2 3 4 5

2 3 4 5

NOTES:

4" LOAM, SEED & STRAW �ULCH

(COMPACTED TO REQUIRED

THICKNESS USING A LAWN ROLLER)

ACCEPTABLE, COMPACTED

& GRADED SUBGRADE

I. LOAM, SEED AND STRAW MULCH ALL UNPAVED DISTURBED AREAS UNLESS OTHERWISE NOTED.

2. LOAM SHALL BE FRIABLE TOPSOIL STRIPPED FROM ON-SITE. LOAM SHALL BE FREE FROM REFUSE, STONES LARGER THAN 2 INCH AND ROOTS LARGER THAN 1 INCH.

3. SEEDING RATE: 150 LBS. PER ACRE.

4. SEEDING MIXTURE AS SPECIFIED OR AS DIRECTED BY ENGINEER.

5. PLACE JUTE/COIR BLANKETS AT LOCATIONS NOTED ON THE PLANS •

LOAM, SEED AND STRAW MULCH

NlS

Drawirg Tdle

MISC. DETAILS

STAKE (iYP.) HAY BALE (TYP.)

SECTION A-A

STAKE (TYP.)

HAY BALE FOR

EROSION CONTROL

UNDISTURBEC EARTH

STAKED FILTER FABRIC

FOR EROSION CONTROL

6"x6" TRENCH;

LAY FILTER FABRIC IN

TRENCH END UP SLOPE

AND BACKFlLL

SECTION B-B

B

L

PLAN

B

J

FLOW

>---- FlLTER FABRIC FOR

EROSION CONTROL

(STAKE FILTER FABRIC

AT I' INTERVALS)

TYPICAL HAY BALE AND SILT FENCE DETAIL

N1S

Project Tdle

1�: RIVER .AJNCTION CMl'US VT I

I

Date 7/fl/2DZJ I□�

1::

IIUcill Nllllber

: CMl'US WDE

Drawirg Nurrber

D-2

7 OF7

VISN 1

�®llll@il �ll'iillliil �Dll'il