Amend 0003_C-503.pdf

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US Army Corps of Engineers ®

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1-1/2" HMA SURFACE COURSE, NHDOT ITEM #403.11

6" CRUSHED GRAVEL , NHDOT ITEM #304.3

2-1/2" HMA BASE COURSE, NHDOT ITEM #403.11

TACK BETWEEN COURSES

12" GRAVEL, NHDOT ITEM #304.2

SCALE: NOT TO SCALE

ASPHALT PAVING DETAILA1 REF. DWG.: C-101

EXISTING COMPACTED SUBGRADE

HMA SURFACE COURSE (MATCH EXISTING, 1-1/2" MIN.), NHDOT ITEM #403.11

CRUSHED GRAVEL (MATCH EXISTING, 6" MIN), NHDOT ITEM #304.3

HMA BASE COURSE(MATCH EXISTING, 2-1/2" MIN), NHDOT ITEM #403.11

TACK BETWEEN COURSES

GRAVEL (MATCH EXISTING, 12" MIN), NHDOT ITEM #304.2

2'-0" 2'-0"

GRIND 1 1/2" OF EXISTING SURFACE

PAVEMENT TO OVERLAY NEW

BITUMINOUS SURFACE

EXISTING

EX

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PA

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GE

EXISTING

BASE

CLEAN AND TACKCOAT AT PAVEMENT JOINT

SAWCUT AND REMOVE 2' OF

EXISTING PAVEMENT

EXISTING

2'-0"2'-0"

EXISTING

EXISTING BASE

CLEAN AND

TACKCOAT AT

PAVEMENT JOINT

SCALE: NOT TO SCALE

PAVEMENT PATCH DETAILC1 REF. DWG.: C-101

EX

IS

T.

PA

VE

ED

GE

EXISTING UNDISTURBED MATERIAL

EXISTING

EX

IS

T.

P

AV

E

ED

GE

EXISTING BASE

SAWCUT AND REMOVE 2' OF

EXISTING PAVEMENT

TYPICAL

PAVEMENT

SECTION

CLEAN AND

TACKCOAT AT

PAVEMENT JOINT

PROPOSED FINISHED GRADE

2'-0" 2'-0"

GRIND 1 1/2" OF EXISTING SURFACE

PAVEMENT TO OVERLAY NEW

BITUMINOUS SURFACE

SCALE: N.T.S.

PAVEMENT JOINT DETAILD1

2" XPS RIGID INSULATION, 40 PSI MIN. BEARING STRENGTH

12" GRAVEL, NHDOT ITEM #304.2

SCALE: NOT TO SCALE

CONCRETE PAVING DETAILB1 REF. DWG.: C-101

1/2" PREFORMED FILLER AND SEALANT TO BE FLUSH WITH

BUILDING FINISH FLOOR AND CONCRETE PAD

EXISTING CONCRETE SLAB/ PROPOSED BUILDING

SLAB

6" 12"

#4 DOWELS, 16" OC MAX., EPOXIED INTO

EXISTING FOUNDATION

4" SEE ASPHALT

PAVING DETAIL

3/4" CHAMFER

SEE CONTROL JOINT DETAIL

8" THICK FIBER REINFORCED 4,500 psi CONCRETE

24"

#4 STIRRUPS

AT 8" O.C.

#5 @ 8" O.C., CONT. MAX.

PROVIDE MINIMUM ONE

IN EACH CORNER (QTY.

VARIES)

MIN., TYP.

6" MIN. AGGREGATE BASE

(CRUSHED GRAVEL,

NHDOT ITEM #304.3)

12" MIN. AGGREGATE SUBBASE

(GRAVEL, NHDOT ITEM #304.2)

EXISTING PAVING SAWCUT AS

REQUIRED, SEE PAVEMENT

PATCH DETAIL FOR REPAIR

1'- 8"

6"

3" C

LE

AR

6"

6"

3" CLEAR

8"

6"8"

1'-8"

6"

WARNING

TAPE5" CONDUIT,

QUANTITY VARIES

(TYP)

6" COMPACTED

GRAVEL NHDOT

ITEM #304.2

2'- 0"

M

IN

6"

SCALE: N.T.S.

CONCRETE ENCASED DUCT BANK DETAILC5

SURFACE RESTORATION

PER PROJECT

SPECIFICATIONS (4"

LOAM AND SEED)

TRENCH UNDER

NON-PAVED

SURFACE

TRENCH UNDER

PAVEMENT OR

SHOULDER

6'- 0"

T O

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RA

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BACKFILL WITH

SUITABLE

MATERIAL

3'-0" (MIN.)

SAND BEDDING

NHDOT ITEM #304.1

6"

BACKFILL WITH SAND

NHDOT ITEM #304.1

6"

UNDERGROUND

DETECTABLE

WARNING TAPE

SCALE: NOT TO SCALE

WATER SERVICE TRENCH DETAILA3 REF. DWG.: C-101

WATER SERVICE INSTALLATION NOTES:

1. WATER SERVICE TAPS ON EXISTING MAIN

MUST BE PLACED AT THE 2 O'CLOCK OR 10

O'CLOCK POSITION AND MUST BE PLACED A

MINIMUM OF 1'-0" APART ALONG THE LENGTH

OF THE MAIN. NO TAPS SHALL BE PLACED

WITHIN 2'-0" OF THE END OF A PIPE.

2. ALL FITTINGS, INCLUDING CORPORATION

STOP, CURB STOP, COUPLINGS, ELBOWS

SHALL BE BRASS.

CURB BOX

OPERATING ROD

CORPORATION STOP

EXISTING WATER MAIN

WATER

SERVICE PIPE

CURB STOP

SCALE: NOT TO SCALE

WATER SERVICE DETAIL & NOTESB3 REF. DWG.: C-101

C1 C-503

D1 C-503

D1 C-503

C1 C-503

C-503

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NONCONDUCTIVE

CHEMICAL-RESISTANT

POLYPROPYLENE BOLLARD

SLEEVES, SAFETY YELLOW,

CONICAL TOP.

8"Ø SCHEDULE 40

GALVANIZED STEEL PIPE

FILLED WITH CONCRETE

#4 REBAR (4 VERTICAL)

CONCRETE PIER

4'- 0"

5'- 0"

PROPOSED GRADE

EXISTING SOIL

24"Ø

6"

#3 REBAR TIES @ 12"O.C.

1" CHAMFER

SONOTUBE FORM

SCALE: N.T.S.

BOLLARD DETAILC4

#5'S, 10"O.C. EACH

WAY, TOP AND

BOTTOM

2-#5'S, 2' LONG, TOP

AND BOTTOM EACH

SIDE

2-#5'S, TOP AND

BOTTOM

16" 107"

BONDOUT

3"

3" CLEAR (TYP)

FINISH GRADE, 6" TOPSOIL,

SEED AND MULCH, GRADE TO

DRAIN AWAY

1" CHAMFER, TYP

WOOD FLOAT FINISH

CONCRETE MIN. 28 DAY

COMPRESSIVE STRENGTH

= 4,000 PSI

6" M

AX

3" M

IN

RGS CONDUIT SWEEP, TYP MIN 24" AGGREGATE SUBBASE

COMPACT EXISTING SUBGRADE

SECTIONNOTES:

1. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, AND SHALL BE TIED AS ONE UNIT.

2. EXTEND ALL CONDUIT ELBOWS INTO OPENING TERMINATING 6"-8" BELOW THE TOP OF THE PAD, AND SURROUND

WITH SAND TO 2" BELOW TOP OF CONDUIT. PROVIDE PROTECTIVE CAP ON ALL UNUSED CONDUITS.

3. VERIFY EXACT DIMENSIONS WITH PAD MOUNTED TRANSFORMER AND SWITCH MANUFACTURER PRIOR TO

PLACEMENT OF CONCRETE BASE.

" M

IN

#2 BARE STRANDED

COPPER, 24' BELOW GRADE #2 BARE STRANDED COPPER

BONDING JUMPER

PLAN VIEW

SCALE: NOT TO SCALE

TRANSFORMER PAD DETAILC3 REF. DWG.: C-101

1/2 "1/4

S

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SAW CUT OR FORM JOINTS IN

ACCORDANCE WITH

ACI 224.3R RECOMMENDATIONS

POLYURETHANE JOINT SEALANT

RESISTANT TO HYDROCARBONS.

COLOR: CONCRETE GRAY

CLOSED CELL FOAM

BACKER ROD

SCALE: NOT TO SCALE

CONTROL JOINT DETAILA2 REF. DWG.: C-101, C-503

SEE ASPHALT PAVING DETAIL

SCALE: NOT TO SCALE

CONCRETE/BITUMINOUS PAVING JOINT DETAILB5 REF. DWG.: C-101

1/2" PREFORMED FILLER AND SEALANT TO BE FLUSH WITH

BUILDING FINISH FLOOR AND CONCRETE PAD

EXISTING CONCRETE SLAB/ PROPOSED BUILDING

SLAB

45°

FL

OW

6" PVC

- SDR35

10" PVC - SDR35

"Y" BRANCH

EXISTING 10" CAST

IRON PIPE SEWER

MAIN, TYP.

45° BELL AND

SPIGOT ELBOW

10" PVC - SDR35

"Y" BRANCH

THREADED PIPE HUB AND

CLEANOUT PLUG

9" DIA CAST IRON MEDIUM

DUTY ACCESS FRAME AND

BOLTED COVER WITH

CAST-IN LETTERING

"SEWER"

6" CAST

IRON PIPE &

FITTINGS

COMPACTED SAND

BEDDING MATERIAL

NHDOT ITEM #304.1, TYP.

CAST IRON TO PVC

ADAPTER FITTINGS

PLAN VIEW

22' 5'

±2 6"

±2 6"

±26"

1'-6" x 1'6" x 6" THICK

CONC COLLAR

REINFORCED W/ #4 TIE

SECTION VIEW

45°

6" PVC - SDR35

L: ±3'

S: 0.02 FT/FT

4" PVC - SDR35

L: ±20'

S: 0.02 FT/FT

INV.: 454.19

INV. OUT: 463.50

45°

±5

6"x6"x4" PVC

SDR35 "Y"

BRANCH

SCALE: NOT TO SCALE

SANITARY SEWER DROP/CLEANOUT/SERVICE DETAILA4 REF. DWG.: C-101

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