FCSI C207.pdf

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C207

SOIL BED NOTES:

- THE SOIL BED MUST, BY VOLUME, CONSIST OF:

85 TO 95% SAND, NO MORE THAN 25% OF THE SAND AS FINE OR VERY

FINE SAND. NO MORE THAN 15% SILT AND CLAY, WITH 2 TO 5% CLAY

CONTENT. THE ENTIRE MIX MUST THEN BE AMENDED WITH 3 TO 7%

ORGANICS, BY WEIGHT.

- THE SOIL BED SHALL BE FREE OF CONTAMINANTS.

- THE CONTENT OF ANY SOIL MIXED ON-SITE OR PRE-MIXED MUST BE

CERTFIED BY A PROFESSIONAL ENGINEER

LICENSED BY THE STATE OF NEW JERSEY. THE ENGINEER MUST BE

PRESENT WHILE THE SOIL IS MIXED, IF ON-SITE.

- THE PH OF THE SOIL BED MATERIAL IS RECOMMENDED TO RANGE

FROM 5.5 TO 6.5

- THE POROSITY, THE FIELD CAPACITY AND THE WILTING POINT OF

THE SOIL BED MATERIAL MUST BE OBTAINED FROM EITHER A

PUBLISHED RESEARCH ARTICLE OR TESTED IN ACCORDANCE WITH

THE ASTM D-6836 METHOD OR THE SOIL SURVEY INVESTIGATIONS

REPORT NO. 42, KELLOGG SOIL SURVEY LABORATORY METHODS

MANUAL, PUBLISHED BY THE NRCS.

- SOIL BED MATERIAL MUST BE PLACED IN LIFTS NOT TO EXCEED 6

INCHES.

2'

SOIL BED

GROUNDWATER AT APPROXIMATELY ELEVATION +14.

DENSE AND HEALTHY VEGETATION

SEE LANDSCAPING PLAN

BIORETENTION BASIN

Scale: N.T.S.

OUTLET PIPE

SEE OUTLET STRUCTURE DETAIL

FINISH GRADE

3'- 0"

M

AX

6°

6"

ELEV. 21.50

PROPOSED RETAINING WALL

12 MIL WOVEN COATED

POLYETHYLENE LINER

WHERE INDICATED ON PLAN

MIRAFI 5XT GEOGRID

3' LONG, OR EQUAL

MIRAFI FW402

OR APPROVED EQUAL

SECTION A-A

4'-0"

B

PLAN

A A

B

CURB

3'-6"

SECTION B-B

VA

R

IE

S

7"

VA

R

IE

S

1/

6"

8"

DOGHOUSE TYPE "B" INLET

NTS

NOTES:

1. INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS. BOTTOMS SHALL BE

DISHED AND SLOPED TOWARDS THE OUTLET PIPE AT THE RATE OF GRADE OF 2

INCHES PER FOOT.

2. THIS INLET MAY BE CONSTRUCTED OF CONCRETE OR CONCRETE BLOCK. IF

CONCRETE BLOCK IS USED, THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE &

THE OUTSIDE OF THE WALLS SHALL BE PLASTERED WITH 12" COAT OF 1:2 CEMENT

MORTAR. THE INSIDE WALLS SHALL BE STRUCK & POINTED

3. PROVIDE 78" DIA. X 7" X 12" ALUMINUM LADDER RUNGS.

4. INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY PATTERN NO. 2618 OR

APPROVED EQUAL.

5. WHEN DEPTH IS GREATER THEN 12' THE WALLS SHOULD BE EITHER 8" CONCRETE OR

8" BLOCK AND THE FOOTING SHALL BE EXTENDED TO 12" BEYOND THE OUTSIDE

WALLS

6. PRECAST INLET SECTIONS SHALL CONFORM TO ASTM C 478. INSIDE WALLS JOINTS

SHALL BE STRUCK & POINTED.

7. TRIM PIPE FLUSH WITH INSIDE WALL. PROVIDE SEAL AROUND PIPE TO PREVENT

LEAKAGE

CONC CURB

TOP OF GRATE

FRAME, CURB PIECE

AND GRATE

MORTAR BED

PATTERN 2618 AS MF'D BY

CAMPBELL FOUNDRY OR

APPROVED EQUAL, 6" HEAD

6" BLOCK OR

CONCRETE

LADDER RUNGS

FACING TRAFFIC

12" C TO C INVERT ELEVATION

SURFACE OF STAGE 1

TO BE LEFT ROUGH

SEE PLAN FOR PIPE

SIZE AND INVERTS

SHAPED FLOW CHANNEL STAGE 1

STAGE 2

6" 3 4" CLEAN STONE

2"

REMOVE TOP OF

EXISTING PIPE

DOG HOUSE

OPENING

1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND REPORT ANY DISCREPANCIES TO

THE ARCHITECT AND/OR OWNER'S REPRESENTATIVE.

2. LOCATIONS OF NEW PLANTS SHALL BE STAKED AND LAID OUT BY THE CONTRACTOR AND

APPROVED BY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH PLANTING INSTALLATION.

PLANTING PLAN IS DIAGRAMMATIC; ADJUST PLANTS AS NECESSARY UNDER DIRECTION OF THE

LANDSCAPE ARCHITECT. CONTRACTOR SHALL NOT MEASURE BEDS OFF PLANTING PLAN.

3. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE LOCATION OF MECHANICAL

EQUIPMENT AND UTILITIES EXISTING OR PROPOSED IN THE AREA TO BE PLANTED, AND WHERE

NECESSARY RELOCATE PLANTS AT THE DIRECTION OF THE LANDSCAPE ARCHITECT.

4. ALL NEWLY PLANTED BEDS AND TREE SAUCERS SHALL RECEIVE 3 INCHES MINIMUM OF

FRESH SHREDDED HARDWOOD MULCH, DARK IN COLOR, AS SPECIFIED. DO NOT PILE OR BUILD

MULCH MOUNDS AROUND/AGAINST NEW OR EXISTING TREES.

5. PLANTING SOIL MIX FOR PLANTING SHALL BE FREE FROM DEBRIS, ROOTS OR ARTIFICIAL

MATERIALS. ADD AT LEAST 6" OF FRESH TOPSOIL OR SCARIFY EXISTING TOPSOIL TO A DEPTH OF

6" ON ALL NEW PLANTING BEDS. SEE SPECIFICATIONS FOR PLANTING SOIL MIX.

6. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR ONE YEAR FROM TIME OF

LANDSCAPE ARCHITECT'S FINAL WRITTEN APPROVAL.

7. SOIL SHALL BE FREE FROM RUBBISH, DEBRIS, SOD, ROOTS, OR ARTIFICIAL MATERIAL.

TOPSOIL FOR PLANTING SHALL BE AS SPECIFIED.

8. CONTRACTOR IS RESPONSIBLE FOR WATERING UNTIL INSTALLATION IS COMPLETE AND

APPROVED.

9. PROVIDE NURSERY GROWN PLANTS FROM A RECOGNIZED NURSERY IN ACCORDANCE WITH

GOOD HORTICULTURAL PRACTICES. PROVIDE ONLY HEALTHY, VIGOROUS STOCK GROWN UNDER

CLIMATIC CONDITIONS SIMILAR TO CONDITIONS IN THE LOCALITY OF THE PROJECT, AND FREE OF

DISEASE, INSECTS, EGGS, LARVAE AND DEFECTS SUCH AS KNOTS, SUNSCALE, INJURIES,

ABRASIONS OR DISFIGUREMENT.

10. ALL PLANTS SHALL BE PACKED, TRANSPORTED, AND HANDLED WITH UTMOST CARE TO

INSURE ADEQUATE PROTECTION AGAINST INJURY.

11. PROVIDE QUALITY, SIZE, GENUS, SPECIES, AND VARIETY OF PLANTS INDICATED, COMPLYING WITH APPLICABLE REQUIREMENTS IN ANSI Z60.1, "AMERICAN STANDARD FOR NURSERY STOCK.

12. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, FREE FROM INSECTS, PLANT DISEASES

AND INJURIES. ALL PLANTS SHALL EQUAL OR EXCEED MEASUREMENTS SPECIFIED IN THE PLANT

LIST WHICH ARE MINIMUM ACCEPTABLE. NO PLANTS SHALL BE PRUNED OR CLIPPED PRIOR TO

DELIVERY EXCEPT WITH THE PERMISSION OF THE LANDSCAPE ARCHITECT.

13. ALL TREE AND SHRUB AREAS SHALL BE MULCHED IMMEDIATELY AFTER PLANTING AND

FINISHED TOPSOIL GRADING. TREES AND SHRUBS SHALL BE MULCHED, AS SHOWN, SPREAD

UNIFORMLY TO COVER ENTIRE AREA OF PLANTING PITS. ALL TREES AND SHRUBS SHALL BE GIVEN

ONE APPLICATION OF ANTIDESICCANT, AS PER MANUFACTURER'S DIRECTION, COVERING ALL

LEAVES, BRANCHES, AND TRUNKS.

14. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL

CONTINUE UNTIL FINAL ACCEPTANCE OF THE PROJECT. PLANTS SHALL BE WATERED, MULCHED, WEEDED, PRUNED, SPRAYED AND GENERALLY MAINTAINED TO KEEP THEM IN A HEALTHY, VIGOROUS CONDITION.

15. GRASS SEED SHALL BE FRESH, NEW CROP SEED COMPLYING WITH SPECIES, VARIETY,

PURITY, WEED TOLERANCES AND GERMINATION REQUIREMENTS HEREIN AND PROPERLY

LABELED AND DELIVERED IN UNOPENED BAGS AS REQUIRED BY STATE AND FEDERAL SEED LAWS

- SEE SPECIFICATIONS.

16. PROTECT ALL EXISTING VEGETATION TO REMAIN FROM DAMAGE DURING CONSTRUCTION.

PRECAST REINFORCED CONCRETE

MANHOLE SECTIONS SHALL

CONFORM TO AASHTO M 199.

SLAB TOP OR CONE

AS REQUIRED

6" MINIMUM

3" MINIMUM

PRECAST REINF. CONCRETE

MANHOLE RISERS-1',2', 3', OR

4' LENGTHS AS REQUIRED

COARSE AGGREGATE SIZE #57

REINFORCING STEEL AS

PER A.S.T.M. A615

PRECAST REINFORCED

CONCRETE BASE

CLASS B CONCRETE

CAST IN PLACE

STANDARD MANHOLE

FRAME AND COVER

CAMPBELL FOUNDARY PATTERN

#1202B/1202A OR APPROVE EQUAL

4'-0" 6"6"

2" TYP

6"6"

6"

8" 4"

6"

STORM MANHOLE

Scale: NTS

CONCRETE BRICK AS

NEEDED

JOINTS W/BUYTL SEAL

31" OR 24"

C207