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The Enclosed Document Is Provided For Your Convenience.

Please Email ALL Questions:MailTo:[email protected]

Please Let Us Know If You Plan To Bid

City of TampaContract Administration Department

306 E. Jackson St. #280A4N Tampa, FL 33602

(813)274-8456

SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12

6" MINIMUM COMPACTED

LEVELING PADGRANULAR-BASE

LEVELING PAD TRENCH

APPROXIMATE LIMITS OF EXCAVATION

Anchor™ Diamond Pro Stone Cut™ Retaining Wall

® and ™ ANCHOR WALL SYSTEMS, INC.

2'-0"(MIN.)

TYPICAL BASE PREPARATION(SCALE: NONE)

COMPACTED

FOUNDATION SOILS

Anchor™ Diamond Stone Cut® Retaining Wall System

Anchor™ Diamond Stone Cut® Retaining Wall System

Anchor™ Diamond Stone Cut® Retaining Wall SystemTypical First-Pour Column Detail

SCALE: 3"=1'-0"

1:1 Excavation Detail

Differential Movement Section

SCALE: 3"=1'-0"

SCALE: 3"=1'-0"

2ND COURSE BELOW GRADE

2ND COURSE ABOVE GRADE

1ST COURSE BELOW GRADE

1ST COURSE ABOVE GRADE

2" CUT

REMOVE PORTION OF ADJACENT UNITS TO ALLOW

DRAIN TILE THROUGH FACE

4" DIA. DRAIN TILE(EL. VARIES)

SPACING VARIES50' MAXIMUM

DAYLIGHT DRAIN TILETHROUGH WALL FACE

4" TEE


® and ™ ANCHOR WALL SYSTEMS, INC.DAYLIGHTING DRAINTILE THROUGH WALL FACE

LARGE UNIT SMALL UNITMEDIUM UNIT

12"

7"

5.543"

8.5" 8"8"

11"

12"

11"

8.081"

8"8.5" 8.5" 8"

18"

12"

12.092"

FRONT VIEW SIDE VIEWSIDE VIEWFRONT VIEW

TOP VIEW

SIDE VIEWFRONT VIEW

8"

11"

8"

11"



INDIVIDUAL BLOCK VIEWS

CAP UNITSMALL UNIT

MEDIUM UNITLARGE UNIT

12.092"

17.25" 10"

11"

4"

8"

18"

12"

8.081"

12"

8"

11"

5.543"

12"

8"

7"



ISOMETRIC BLOCK VIEWS

TOP VIEW TOP VIEW

1X

DIAMOND PROSTONE CUT™

BLOCK

CAP BLOCK

FINISHEDGRADE

7°

4" DIA. DRAIN TILE (EL. VARIES)

6" MINIMUM COMPACTEDGRANULAR-BASELEVELING PAD

GRADE TO PREVENTSURFACE PONDING



TYPICAL CREST SLOPE DETAIL

STRUCTURALBACKFILL DEPTH

PER DESIGN

ENSURE VOID AREAS BETWEEN UNITSARE FILLED COMPLETELY

NOTES:

FINISHEDGRADE

7°2'-0"

(TYPICAL)

4" DIA. DRAIN PIPE

H

FILTER FABRICLOW-PERMEABILITY SOIL

STRUCTURALBACKFILL

.3 TO .4 OF H(TYPICAL)

DIAMOND PROSTONE CUT®

BLOCK

GEOSYNTHETIC

DIAMOND PROSTONE CUT™

BLOCK

CAP BLOCK

7

12 INCHES OF FREE-DRAINING AGGREGATE

SLOPE MAY VARY

4" DIA. DRAIN TILE (EL. VARIES)

6" MINIMUM COMPACTEDGRANULAR-BASELEVELING PAD

REINFORCEMENTAROUND PIPEOPENING

SECTION VIEWELEVATION VIEW

SCOUR PROCTECTION

CONCRETECOLLARAROUNDPIPE

PLACE BOND BREAKAROUND WALL OPENING



PIPE THROUGH WALL -- HIGH FLOW

CAP BLOCK

SLEEVE AND NON-SHRINKGROUT AROUND POSTSLEEVE INSTALLED DURINGWALL CONSTRUCTION

CAP BLOCK

METAL POST W/ PVCCOLLAR

SLEEVE AND NON-SHRINKGROUT AROUND POST

SLOPE MAY VARY

FILTER FABRIC; MIRAFI1120N NONWOVENGEOTEXTILE OR EQUAL

FILTER FABRIC; MIRAFI 1120N NONWOVENGEOTEXTILE OR EQUAL

RUBBLE RIPRAP FDOT LARGEDIA STONE OR EQUAL (6" DIA.)@ 2:1 SLOPE TO RENO MATS

RUBBLE RIPRAPFDOT LARGE DIA

STONE OR EQUAL(6" DIA.) @ 2:1

SLOPED DOWN TORENO MATS

1. STRUCTURAL BACKFILL IS TO BE PLACEDIN 8- TO 24-INCH (TYPICAL) LIFTS

2. STRUCTURAL BACKFILL MUST BEMANIPULATED INTO ALL VOIDS BETWEENBLOCKS TO ENSURE ADEQUATE BONDBETWEEN BLOCK AND CONCRETE MASS.

WALL NOTES:

1. THE WALL SECTION DETAILS ARE TO SERVE AS THEGUIDELINES FOR THE DESIGN OF THE WALL AS PROVIDEDBY THE MANUFACTURER. CONTRACTOR SHALL PROVIDESHOP DRAWINGS WITH CALCULATIONS SIGNED AND SEALEDBY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OFFLORIDA. THESE SHOP DRAWINGS SHALL BE SUBMITTED TOTHE ENGINEER OF RECORD FOR REVIEW AND APPROVALPRIOR TO CONSTRUCTION.

2. CONCRETE RETAINING WALL DETAIL PROVIDED FORBIDDING PURPOSES ONLY. CONTRACTOR TO PROVIDESTRUCTURAL DESIGN THAT INCORPORATES AGEOTECHNICAL STUDY (PROVIDED BY CONTRACTOR)SIGNED AND SEALED BY FLORIDA LICENSED PROFESSIONALENGINEER.

3. FINAL WALL DESIGN SHALL INCLUDE A SURCHARGE LOADIN THE EVENT A PROPERTY OWNER WANTS TO PLACE ASTRUCTURE WITHIN CLOSE PROXIMITY TO THE RETAININGWALL.

4. CONTRACTOR SHALL SUPPLY SHOP DRAWINGS WITHPRODUCT INFO AND CONSTRUCTION METHODS FOR FENCEPOST SLEEVE, METAL POST, GROUT, PVC COLLAR & FENCINGSYSTEM, AND ANY OTHER PERTINENT PVC FENCE ITEMSADJACENT TO INTERLOCKING BLOCK WALL.

COMPACTEDFOUNDATION SOILS



# 3 AT 12" EACH WAY

12"

1/2" MIN. DRAIN ROCK 1CU. FT. INFILTER FABRIC 7' O.C.

3" CLEAR

# 4 AT 9"

16"

1" PVC DRAIN 7' O.C.

# 3 AT 12"

#4 AT 9"

4'- 0"12"

2" CLEAR

# 4 AT 14"3" CLEAR

3" CLEAR

#4 AT 9"

DITCHBOTTOM

NOTE:CONTRACTOR TO UTILIZE SHEET PILINGDURING DEMO OF EXIST. SEAWALL

ALTERNATE BID NOTE:CONTRACTOR TO BID INSTALLATION OFINTERLOCKING BLOCKWALL @CONCRETE SEAWALL REPLACEMENTLOCATIONS.

STRUCTURALBACKFILL

EXISTING PIPESTUB THROUGHWALL

EXISTINGCONCRETE

SEAWALL

RUBBLE RIP-RAPOVER WALL TOEPROTECTION

SCOURPROTECTION

EXISTING PIPE THROUGH WALLSCALE: NTS

TYPICAL RETAINING WALL SECTION W/ANCHOR PLEXSCALE: NTS

CONCRETE RETAINING WALLSCALE: NTS

3.0'

3.0'

(NTS)

(NTS)RETAINING WALL TIE IN TO PROPOSED HEADWALL DETAIL

S. WESTSHORE AVENUE DEMOLITION DETAIL

FERNCROFT AVENUE DEMOLITION DETAIL

SOUTH WESTSHORE BOULEVARD WATER/SEWER OFFSET PLAN

26

A

CROSS SECTION WATER MAIN OFFSET

26

B

CROSS SECTION FORCEMAIN OFFSET

SOUTH WESTSHORE BOULEVARDPAVEMENT REPLACEMENT DETAIL

OVERLAYED PAVEMENT AREA (100')

W + 4SURFACE REPLACEMENT

(SAW CUT)

18"

WTOP OF TRENCH WIDTH

12"

D

T2T (12" MIN.)

18"

FERNCROFT AVENUE WATER/SEWER OFFSET PLAN

27

D

CROSS SECTION RECLAIM WATER MAIN OFFSET

27

C

CROSS SECTION WATER MAIN OFFSET

CITY OF TAMPA - Section 13-164. Tree protection standards:

TREE TABLE & LANDSCAPE

CALCULATIONS

7

8

20

10

0

1

10

2

4

0

52

14

28

16

21

66

0

~

1

4

2

1

Inch per Inch

0

1 7

~ 145

7

5

4

1

8

13" TO 19"

20" TO 29"

30" OR MORE

5" TO 7"

8" TO 12"

32

14

2*

8

7

21

16

Total

20" TO 29"

13" TO 19"

ALL PALMS

30" OR MORE

8" TO 12"

5" TO 7"

ALL PALMS 7

Total 68

DEBIT TABLE:

CREDIT TABLE: TOTAL REQUIRED 2" TREES TO BE PLANTED

DEBIT FOR TREES TO BE REMOVED

+144

CREDIT FOR TREES TO REMAIN

- 53

= 91

* = 30", 36" (OAKS)

TOTAL PROPOSED 2" TREES TO BE PLANTED

= 0

REMAINING BALANCE = 91 - 0 = 91 2" TREES

MITIGATE VIA PAID INTO TREE FUND

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