DARTMOUTH COLLEGE DESIGN January 3, 2012 & CONSTRUCTION

DARTMOUTH COLLEGE DESIGN January 3, 2012

& CONSTRUCTION GUIDELINES

02801-MISCELLANEOUS SITE DETAILS Page 1 of 16

SECTION 02801

MISCELLANEOUS SITE DETAILS

PART 1 DESIGN DIRECTIVES

1.1 GENERAL

A. This section consists of AutoCAD drawings depicting typical landscape details governing the

installation of miscellaneous site details on the Dartmouth Campus. The following is an index of

standard landscape details contained in this section.

1.2. Typical Granite Bollard in Turf

1.3. Typical Granite Bollard in Paving

1.4. Typical Steel Bollard in Turf

1.5. Typical Steel Bollard in Pavement

1.6. Typical Post & Chain (Loop Cap)

1.7. Typical Metal Guardrail

1.8. Typical Timber Steps

1.9. Typical Bench

1.10. Typical Bike Rack

1.11. Typical Trash Receptacle

1.12. Typical Cigarette Receptacle

1.13. Typical Gravel Walks

1.14. Typical Chip Seal Drip Strips

1.15. Typical Granite Edges

1.16. Typical Granite Stair

1.17. Typical Dry-Laid Free Sanding Stone Wall

1.18. Typical Dry-Laid Stone Retaining Wall

1.19. Typical Hanover Streetlight Mounting

1.20. Typical Campus Walkway Light Mounting

1.21. Typical Parking Lot Light Mounting

1.22. Typical Bluelight Mounting

1.23. Typical Sidewalk Warning Pavers

B. Drawing revisions to this section are indicated with a margin line only, revisions to details are not

shown in red due to legibility concerns.




1.2 TYPICAL GRANITE BOLLARD IN TURF

± 8" X 8" GRANITE

POST (SPLIT FACE

OR SAWN FINISH)

COMPACTED SUBGRADE

2'-0" MIN.

6" LOAM

3'-6"

3/4" COMPACTED CRUSHED STONE

FINISHED GRADE

EYE BOLT -

STAINLESS STEEL

CHAIN

6"

8"

6" 6"

ROCK OR CONCRETE BLOCK

1.3 TYPICAL GRANITE BOLLARD IN PAVEMENT




1.4 TYPICAL STEEL BOLLARD IN TURF

4"Ø BLACK PAINTED STEEL POSTS -

SIZE THE POSTS TO THE CAPS

FINISH GRADE

CONCRETE FOOTING

COMPACTED SUBGRADE.

LOAM + SEED - SEE

TYPICAL DETAIL

27" MIN. CLEARANCE

OR CURRENT ADA CODE

REQUIREMENT

1/4" THICK PAINTED STEEL PLATE

CAP W/CONTINUOUS WELD

GRIND SMOOTH5"

3'-6"

6"

5' MIN.

1.5 TYPICAL STEEL BOLLARD IN PAVEMENT

1/4" THICK PAINTED STEEL PLATE

CAP w/CONTINUOUS WELD.

GRIND SMOOTH

FILL STEEL TUBE w/ 4000

PSI CONC.

FINISH GRADE - MATERIAL VARIES

CONCRETE FOOTING (4000 PSI)

COMPACTED OR UNDISTURBED

SUBGRADE

VARIED DIAMETER (6"-8") x 3/8" THICK BLACK PAINTED STEEL

TUBING ASTM A500 GRADE B

3'-6"

5'

MIN.




1.6 TYPICAL POST & CHAIN (LOOP CAP)

THREADED BLACK PAINTED

STEEL LOOP CAP

2" Ø BLACK PAINTED STEEL POSTS -

SIZE THE POSTS TO THE CAPS

FINISH GRADE

CONCRETE FOOTING


SUBGRADE.

LOAM + SEED - SEE TYPICAL DETAIL

5'-0" MIN.

27" MIN. CLEARANCE

OR CURRENT ADA CODE

REQUIREMENT

VARIES

3'-6"

6"

1'

1.7 TYPICAL METAL GUARDRAIL




1.8 TYPICAL TIMBER STEPS

2" COMPACTED JOC-SAND OR DECORATIVE GRAVEL

6" x 6" TIMBER (HEMLOCK)



FILTER FABRIC WRAP

12" DEEP 3/4" CRUSHED STONE

FILTER FABRIC WRAP

COMPACTED OR UNDISTURBED SUBGRADE

#4 REBAR @ MIDPOINT OF EACH STAIR.

EMBED 12" MIN INTO SUBGRADE

1'-3"

6"

1.9 TYPICAL BENCH

DRILL & SET ST. STL. SELF - TAPPING

SCREW @ INSIDE OF LEGS AS SHOWN

CONCRETE PAD - BUTT TO

ADJACENT CONCRETE WALK

BENCH LEGS & ANCHOR BOLT ASSEMBLY

LOCATIONS PROVIDE ANCHORING @ ALL LEGS

GRASS

WALK

EQ.

6'-0"

EQ.

6"

1'-9"

3'-6"

PLAN

7'-0"




CLCL

6' TEAK BENCH - SMITH & HAWKEN

MODEL 5410 - ' GLOUCESTER '

24" DEPTH 3/4" CRUSHED STONE

WRAPPED IN FILTER FABRIC

6" THICK CONCRETE PAD

6"

ADJACENT WALK

ELEVATION

STAINLESS STL. DOWEL &

SLEEVE @ 2'-0" O.C. TYPICAL

CL

TEAK BENCH LEG

GALV. STEEL WASHER

CONCRETE PAD

STAINLESS STEEL SELF-TAPPING

FLAT HEAD SCREW 1/4" X 2"

3/4" Ø GALV. STEEL ANCHOR BOLT w/

3/16" HOLE AS SHOWN @ CENTER OF

LEG w/ EPOXYPASTE #22 OR SIMILAR

NON-METALIC STRUCTURAL

GROUT @ 1" Ø DRILL HOLE

ANCHOR DETAIL

1"

2"

4"




1.10 TYPICAL BICYCLE RACK

1.11 TYPICAL TRASH RECEPTACLE

ELEVATION




REFUSE RECEPTACLE - AS

SPECIFIED ABOVE

36"Ø CAST-IN-PLACE CONCRETE PAD

CENTER RECEPTACLE ON PAD

GRASS

2"

MIN.

2"

MIN.

IN LAWN AREA

REFUSE RECEPTACLE

AS SPECIFIED ABOVE

CAST-IN-PLACE CONCRETE PAD

CENTER RECEPTACLE ON PAD

2"

MIN.

2"

MIN.

PAVED WALKWAY

ADJACENT TO WALKWAY

GRASS




1.12 TYPICAL CIGARETTE RECEPTACLE


SUBGRADE

24" DEPTH - 3/4" COMPACTED CRUSHED STONE

FILTER FABRIC WRAP

6" THICK X 24"Ø C.I.P. CONCRETE PAD

ASH URN - VICTOR STANLEY

MODEL S-20

2" MIN. 2" MIN.

ZINC COATED ANCHOR BOLT AS PER MANUFACT.

SPEC'S. LENGTH OF BOLT VARIES TO ACCOMMODATE

ANCHORING TO CONC. WALK OR BRICK WALK ON

CONCRETE SLAB - SEE PLAN FOR LOCATIONS.

1.13 TYPICAL GRAVEL WALKS

UNDISTURBED OR

COMPACTED SUBGRADE.

12" MIN. DEPTH COMPACTED

CRUSHED GRAVEL

3" THICK COMPACTED ST. PIERRE

RICE STONE w/ BUFF STONE DUST

FILTER FABRIC




1.14 TYPICAL CHIP SEAL DRIPSTRIPS

3/8" Ø CRUSHED DECORATIVE AGGREGATE

TACK COAT

2 % PITCH

1/2" REVEAL BETWEEN TOP OF

ASPHALT AND TOP OF EDGING

FILTER FABRIC WRAP ENTIRE

CRUSHED STONE LAYER

6" DEEP 3/4" COMPACTED

CRUSHED STONE

SETTING BED: 3 PARTS MORTAR

TO 1 PART CRUSHED STONE

3/4" COMPACTED CRUSHED

GRAVEL-THICKNESS VARIES

2" MIN. ASPHALTIC CONCRETE

PITCHED AWAY FROM BLDG; 2% MIN

PRECAST CONCRETE, BRICK, GRANITE OR PERMALOC

EDGING AS APPROVED. MATERIAL TO BE DETERMINED

BASED ON APPLICATION.

NOTES:

PROTECT ALL ADJACENT SURFACES OF NEW EDGING/ WALKWAYS/ BLDG. DURING ASPHALT

AND DECORATIVE AGGREGATE SURFACING APPLICATIONS. CLEAN ANY ACCIDENTAL SPILLS/

OVERSPRAYS IMMEDIATELY.

6"

BU

ILD

ING

VARIES

6"

COMPACTED SUBGRADE

1.15 TYPICAL GRANITE EDGES

VEHICULAR PAVEMENT

6"

6"

MIN.

3/4" COMPACTED CRUSHED GRAVEL.

6" MIN. DEPTH ON ALL SIDES.


6" x 16" GRANITE CURB. CURB

TOP SHALL HAVE SAWN FINISH

1" REVEAL




1.16 TYPICAL GRANITE STAIR

PAINTED STEEL HANDRAIL MOULDING (BLACK)

PAINTED STEEL VOLUTE FITTING

GRANITE TREADS WITH 1/2" RADIUS AT

NOSING. GRANITE SHALL HAVE SLIP

RESISTANT FINISH ON TREAD SURFACE.

CONCRETE CHEEK WALL W/

CHAMFERED EDGE

24" DEPTH 3/4" COMPACTED CRUSHED STONE

CONCRETE FOOTING AS DESIGNED OR

APPROVED BY STRUCTURAL ENGINEER

STRUCTURAL ENGINEER TO SIZE AND/OR

APPROVE REINFORCEMENT STEEL


CONCRETE FOOTING SHOULD SIT AT OR

BELOW SEASONAL FROST LINE - 5'-0" MIN.

1 1/2" SQUARE STEEL BAR

FILTER FABRIC WRAP

12"

6"

6"

1'-2"

1"

1"

NOSING DETAIL

EXPANSION JOINT FILLER & CAULKING

4"

6"

1'-2"

AS

P

ER

A

LL A

PP

LIC

AB

LE

CO

DE

R

EQ

UIR

EM

EN

TS

CONCRETE WALK - THICKENED AT EDGES

TO ACCOMMODATE POST PENETRATION

AND ALLOW FOR PINNING

USING STEEL DOWEL AND SLEEVE, PIN WALK

TO CONCRETE FOOTING TO PREVENT SETTLING

AND GRADE SEPARATION ON LANDING

6"

6"

6"

6"

1.17 TYPICAL DRY-LAID FREE STANDING STONE WALL

±2% SLOPE

12

1

ROUGH - NATURAL SPLIT-

FACED STONE AS SPECIFIED

1" - 1 1/2" CRUSHED STONE


SUBGRADE

WRAP CRUSHED STONE

IN FILTER FABRIC

CAP STONE - FULL WIDTH,

VARYING LENGTHS

MORTAR @ BED JOINTS AS REQUIRED.

FILL WALL CAVITIES WITH DRAINAGE STONES




1.18 TYPICAL DRY-LAID STONE RETAINING WALL

±2% SLOPE

12

1CAP STONES. TYPICALLY FULL

WIDTH, VARYING LENGTHS

ROUGH-NATURAL SPLIT FACE

STONE AS SPECIFIED

1" - 1 1/2" CRUSHED STONE

- MIN. 12" BEHIND WALL

MORTAR @ BED JOINTS AS REQUIRED-

FILL WALL CAVITIES W/ DRAINAGE STONE


FILTER FABRIC

VARIES

HE

IGH

T V

AR

IES

12

" M

IN.

± 1

'-6

"

± 6" 3/4 HT. OF WALL ± 12"

1" REVEAL

1.19 TYPICAL HANOVER STREETLIGHT MOUNTING

COPPER GROUND ROD AS APPROVED

BY ELECTRICAL ENGINEER


PVC CONDUIT, WIRE, GROUND AS

APPROVED BY ELECTRICAL ENGINEER

(4) VERTICAL #4 REBAR 12" O.C.

(4) 3/4" X 18" HOT DIPPED GALVANIZED STEEL ANCHOR BOLTS

(6) HORIZONTAL #4 REBAR SPACED

EQUAL 3" MIN. CLEARANCE ALL SIDES

DIM. AS PER

MANUF. REC'S

POLE BASE COVER

2 1/2" MIN.

REVEAL

1/2"

COPPER CLAD GROUNDING ELECTRODE

C.I.P. CONCRETE WALK W/ EXP JOINTS

@ FIXTURE BASES. (TYPICAL - SEE PLAN)

NOTES:

1. PROVIDE BOLT CIRCLE TEMPLATE AS REQ'D TO COORDINATE BOLT LOCATIONS W/ MANUFACTURER'S DIMENSIONS. BOLT CIRCLE = 8 1/2" DIA.

2. DIAMETER OF CONCRETE FOOTING DETERMINED BY FIXTURE TYPE. FOLLOW MANUFACTURERS RECOMMENDATIONS. PROVIDE MIN. SURFACE REVEAL AS SHOWN.

3. PROVIDE CONDUIT, GROUNDING AND ELECTRICAL SERVICES PER MANUFACTURERS RECOMMENDATIONS AS APPROVED BY ELECTRICAL ENGINEER

LIGHT POLE & FIXTURE

HADCO FIXTURE : VICTORIAN III MODEL V-737 W/CAST ALUMINUM FINIAL

HADCO POST : 12' HT. MODEL P-2565 BLACK

5'-0

" M

IN.

24

" M

IN.




1.20 TYPICAL CAMPUS WALKWAY LIGHT MOUNTING

COPPER GROUND ROD AS APPROVED BY ELECTRICAL ENGINEER


PVC CONDUIT, WIRE, GROUND AS APPROVED BY ELECTRICAL ENGINEER

(4) #8 VERTICAL REBAR @1'-0" VERTICAL SPACING 3" CLEARANCE (TYP.)

FINISHED GRADE


(7) #4 HORIZONTAL REBAR @ 1'-0" VERTICAL SPACING 3" CLEARANCE (TYP.)

DIM. AS PER

MANUF. REC'S

NOTES:

1. PROVIDE BOLT CIRCLE TEMPLATE AS REQ'D TO COORDINATE BOLT LOCATIONS W/ MANUFACTURER'S DIMENSIONS. BOLT CIRCLE = 14" DIA.

2. DIAMETER OF CONCRETE FOOTING DETERMINED BY FIXTURE TYPE. FOLLOW MANUFACTURERS RECOMMENDATIONS. PROVIDE MIN. SURFACE REVEAL AS SHOWN.

3. PROVIDE CONDUIT, GROUNDING AND ELECTRICAL SERVICES PER MANUFACTURERS RECOMMENDATIONS AS APPROVED BY ELECTRICAL ENGINEER.

5'-0"

MIN.

POLE BASE

POLE BASE COVER

LIGHT POLE & FIXTURE

FIXTURE: SLP-MIN-OPAL-MOD-70W-HPS-AS

PER DWG.#131-1515-000 BY LAM ASSOCIATES

POLE: HADCO P4130-10

2 1/2" MIN.

REVEAL

1/2"

COPPER GROUNDING CONDUCTOR AS APPROVED BY ELECTRICAL ENGINEER

COPPER CLAD GROUNDING ELECTRODE AS APPROVED BY ELECTRICAL ENGINEER

CONDUIT AS APPROVED BY ELECTRICAL ENGINEER

GROUT TO ELIMINATE SPACE BETWEEN CONCRETE + METAL BASE

24" M

IN.




1.21 TYPICAL PARKING LOT LIGHT MOUNTING

DIM AS PER

MANUF. REC'S

NOTES:

1. PROVIDE BOLT CIRCLE TEMPLATE AS REQ'D TO COORDINATE BOLT LOCATIONS W/ MANUFACTURER'S DIMENSIONS. BOLT CIRCLE =7" DIA.

2. DIAMETER OF CONCRETE FOOTING DETERMINED BY FIXTURE TYPE. FOLLOW MANUFACTURERS RECOMMENDATIONS. PROVIDE MIN.

SURFACE REVEAL AS SHOWN.

3. PROVIDE CONDUIT, GROUNDING AND ELECTRICAL SERVICES PER MANUFACTURERS RECOMMENDATIONS AND AS APPROVED BY

ELECTRICAL ENGINEER

5'-0"

MIN.

3/4"

3/4"

2'




PVC CONDUIT, WIRE, GROUND AS


FINISHED GRADE

(4) 3/4" X 24" HOT DIPPED GALVANIZED

STEEL ANCHOR BOLTS

POLE BASE

POLE BASE COVER

LIGHT FIXTURE

COPPER CLAD GROUNDING ELECTRODE

AS APPROVED BY ELECTRICAL ENGINEER

COPPER GROUNDING CONDUCTOR AS


STUB OUT CONDUIT 2" ABOVE BASE,

EXCEPT FOR GROUNDING CONDUIT

GROUT TO ELIMINATE SPACE

BETWEEN CONCRETE + METAL BASE

(4) VERTICAL #5 REBAR 18" O.C.

3" MIN. CLEARANCE ALL SIDES

(8) #5 REBAR @ EQ. SPACING -

3"MIN. CLEARANCE ALL SIDES.

LIGHT POLE: STERNER MODEL: RSA 12 (BLACK)




1.22 TYPICAL BLUELIGHT MOUNTING


POLE BASE AS APPROVED BY MANUFACTURER




PVC CONDUIT, WIRE, GROUND AS DESIGNED BY

AND/OR APPROVED BY ELECTRICAL ENGINNER

CAUTION:

LESS THAN 1/2" AIRGAP

BETWEEN UNIT AND CONCRETE

WILL CAUSE CONDENSATION

PROBLEMS WITHIN THE UNIT

NOTES:

1. USE LEVELING NUTS TO POSITION UNIT BASE VERTICALLY BETWEEN 1/2" MINIMUM AND 3/4" MAXIMUM ABOVE CONCRETE

2. PROVIDE BOLT CIRCLE TEMPLATE AS REQ'D TO COORDINATE BOLT LOCATIONS W/ MANUFACTURER'S DIMENSIONS. BOLT CIRCLE 8" DIA.

3. PROVIDE CONDUIT, GROUNDING AND ELECTRICAL SERVICES AS PER MANUFACTURER'S RECOMMENDATIONS AND AS SPECIFIED ON ELECTRICAL DRAWINGS ( SEE

ELECTRICAL DWGS.)

1/2" REVEAL

2 3/4"5"

(4) #8 REINFORCED STEEL WITH

3" MIN.CLEARANCE ALL SIDES

#4 REBAR @ 12" O.C. MIN. 3"

CLEARANCE ALL SIDES.

5/8" X 8' (MIN.) COPPER CLAD GROUNDING ELECTRODE IN

CENTER OF CONCRETE BASE. GROUNDING ELECTRODE

TO PROJECT 6" ABOVE CONCRETE BASE.

FINISHED GRADE : CONCRETE BASE

TO HAVE 1/2" REVEAL ABOVE FINISHED GRADE

24" Ø

5'-0" MIN.

BLUE LIGHT ASSEMBLY: BY CODE BLUE COMPANY

SEE DC STANDARDS 'TELEPHONE SPECIALTIES' FOR

SPECIFICATION.

CONDUIT AS APPROVED BY ELECTRICAL ENGINEER

COPPER GROUND ROD AS APPROVED BY ELECTRICAL ENGINEER




1.23 Typical Sidewalk Warning Pavers

END OF SECTION 02801

Error! No

topic

specified.

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DARTMOUTH COLLEGE DESIGN January 3, 2012 & CONSTRUCTION