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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
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SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12
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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"
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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
Anchor™ Diamond Pro Stone Cut™ Retaining Wall
® 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"
Anchor™ Diamond Pro Stone Cut™ Retaining Wall
® and ™ ANCHOR WALL SYSTEMS, INC.
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"
Anchor™ Diamond Pro Stone Cut™ Retaining Wall
® and ™ ANCHOR WALL SYSTEMS, INC.
ISOMETRIC BLOCK VIEWS
TOP VIEW TOP VIEW
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1X
DIAMOND PROSTONE CUT™
BLOCK
CAP BLOCK
FINISHEDGRADE
7°
4" DIA. DRAIN TILE (EL. VARIES)
6" MINIMUM COMPACTEDGRANULAR-BASELEVELING PAD
GRADE TO PREVENTSURFACE PONDING
Anchor™ Diamond Pro Stone Cut™ Retaining Wall
® and ™ ANCHOR WALL SYSTEMS, INC.
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
Anchor™ Diamond Pro Stone Cut™ Retaining Wall
® and ™ ANCHOR WALL SYSTEMS, INC.
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
COMPACTEDFOUNDATION SOILS
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'
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(NTS)
(NTS)RETAINING WALL TIE IN TO PROPOSED HEADWALL DETAIL
S. WESTSHORE AVENUE DEMOLITION DETAIL
FERNCROFT AVENUE DEMOLITION DETAIL
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SOUTH WESTSHORE BOULEVARD WATER/SEWER OFFSET PLAN
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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"
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FERNCROFT AVENUE WATER/SEWER OFFSET PLAN
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27
D
CROSS SECTION RECLAIM WATER MAIN OFFSET
27
C
CROSS SECTION WATER MAIN OFFSET
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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