26035_A Exhibit B.pdf

HANDRAIL

EXHIBIT B

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8"

12•

BLOCK UNIT

IlO"

CAP UNIT

ANCHOR DIAMOND PRO UNIT

NOT TO SCALE

EXTENlD GEOSYNTHB'll'IIC REINlFORCEMl!NT

TO WlTilIIN 2" OF THE lLOWERBLOCX FACE g"

ANCHOR D�MOND PRO UNIT

18"

8"

8" MIN. CRUSHED STONE l�_ !---

�EINFORCED CONCRETE

OR COMPACTED CRUSHED STONE

LEVELING PAD

..• 45'

TYPICAL LEVELING PAD STEP DETAIL

ADS CORRUGATED 4" PERFORATED

COLLECTOR PIPE (OR EQUAL)

WITH SOCK GEOTEXTILE

4" SOLID OUTLET PIPE

PLACED 50' O.C. (MAX.) _

ALONG LENGTH OF WALL

LEVELING PAD

_f_GEOGRID REINFORCEMENT

NOT TO SCALE

SIDE VIEW

CUT PIPE FLUSH WITH

THE WALL FACE

PROPOSED GRADE

LEVELING PAD

DRAIN PIPE OUTLET

NOT TO SCALE

COMPACTED CRUSHED STONE

OR UNREINFORCED CONCRETE

LEVELING PAD

ANCHOR DIAMOND PRO CAP UNIT (TYP )

8" MIN. CRUSHED STONE

__f OR 6" MIN. CONCRETE

LEVELING PAD DETAIL

NOT TO SCALE

CUT BLOCKS TO

ACCOMMODATE PIPE

PENETRATION

---'----�-'-"--"<L--�---'---

PROPOSED GRADE

FRONT VIEW

I

CUT/AUGER THROUGH GEOGRID

TO PLACE POST AND CONCRETE

1 8"

ANCHOR DIAMOND PR

TOP OF WALL STEP

NOT TO SCALE

HANDRAIL

1' MIN. CONCRETE

0 UNIT (TYP.)

3" MIN. REINFORCED FILL BETWEEN

OVERLAPPING GEOGRID LAYERS

HANDRAIL DETAIL

1 O" MIN.

REINFORCEMENT CONNECTION DETAIL

NOT TO SCALE

ANCHOR DIAMOND PRO - GEOGRID CONNECTION DETAIL

NOT TO SCALE

GEOGRID OVERLAP LIMITED

TO 2 LAYERS MAXIMUM.

TERMINATE GEOGRID INSIDE

CURVE AT INTERSECTION

OF ADJACENT GEOGRIDS.

GEOGRID PLACEMENT ON CURVES

Not to Scale

WALL FACE

GEOGRIDS TERMINATE

WITHIN 1" OF PIPE

FIELD CUT BLOCK UNITS

TO FIT AROUND PIPE

FILL VOIDS BETWEEN BLOCK

AND PIPE WITH 3" MIN.

GROUT OR CUSHION

GEOGRID REFER TO

ELEVATION VIEW FOR LENGTH,

TYPE AND LOCATION

ELEVATION VIEW

NOT TO SCALE

FILL VOIDS BETWEEN

BLOCKS AND PIPE WITH 3"

MIN. GROUT OR CUSHION, (TYP.)

FILTER FABRIC, 12' MIN. BEHIND BLOCK AND

AGAINST PIPE THE ENTIRE LENGTH THAT THE

PIPE IS IN THE REINFORCED MASS.

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SELECT FILL (TYP.),

(AS REQUIRED BY OTHERS)

REINFORCED FILL (TYP.)

CROSS-SECTION

PIPE PENETRATION DETAIL

IF APPLICABLE)

NOT TO SCALE

THESE DRAWINGS ALONG WITH THE MERELA CONSULTANTS CO. DESIGN

CALCULATIONS CONSTITUTE THE COMPLETE SET OF RETAINING WALL DESIGN

DOCUMENTS. THESE DOCUMENTS SHALL BE R™EWED AND USED ONLY BY THOSE

PARTIES DIRECTLY PARTICIPATING ON THIS PROJECT. THESE DOCUMENTS TAKE

PRECENDENCE OVER ANY OTHER DOCUMENTS AND SHALL BE THE PRIMARY DOCUMENT

TO DETERMINE THE RETAINING WALL DESIGN AND CONSTRUCTION. THIS DRAWING IS

BEING FURNISHED FOR USE ON THIS PROJECT ONLY. ANY PARTY ACCEPTING THIS

DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE

DUPLICATED IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE

CONSENT OF MERELA CONSULTANTS CO

COPYRIGHT 2023, MERELA CONSULTANTS CO. 230509TD.DWG

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/ Project Number

230509 Date Drawn

5/16/23 Designed By GA PE#

JXF 26683

Scale

No Scale Typical Details

RW4

Courtney Hassenzahl Rectangle

Courtney Hassenzahl Rectangle