PLANS Tucker 1st Ave Compactor _ Final 6_16_.pdf

PDF 17 MB Posted Nov 25, 2025

Attached to: ITB 2025-019 First Avenue Sanitary Compactor Facility Construction
Solicitation number: PE-66956-NONST-2026-000000051
Issued by: Dekalb County, Georgia

About this file

Written by GovTribe AI · Dec 1, 2025

This is a construction plan document for the City of Tucker, Georgia, detailing the site construction of a sanitary compactor facility on a permanent easement at 4239 1st Avenue, Tucker, GA 30084. The project requires the contractor to provide all materials, equipment, shipping and delivery, installation, and labor to complete construction according to specifications and contract terms under the direction of the City's Public Works director. The plans include detailed architectural and site layout drawings showing the compactor facility footprint, access points, utility connections, and site grading requirements. The document specifies construction standards and technical requirements necessary for the facility's proper installation and operation, with dimensions and specifications clearly marked for contractor reference during bidding and construction phases.

The plans establish the technical baseline for ITB 2025-019, enabling contractors to develop accurate cost estimates and project timelines. Bidders must review the plans in conjunction with the contract's scope of work to ensure complete understanding of all requirements, site conditions, and construction specifications. The document serves as a binding reference for all construction activities and serves as the basis for contract performance evaluation and payment processing. Contractors should conduct thorough site inspections and review all plan details prior to submitting bids to ensure accurate pricing and feasibility assessments.

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CONTACTS

TUCKER, DEKALB COUNTY, GEORGIA

1S T

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C0.01

VICINITY MAP

NOT TO SCALE

DESIGN PROFESSIONAL BARGE DESIGN SOLUTIONS

2839 PACES FERRY ROAD SE//SUITE 850

ATLANTA, GEORGIA 30339

PHONE (770) 282-4958

CONTACT: BRIAN DERISO

CITY OF TUCKER

Know what'sbelow Callbefore you dig.

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2839 PACES FERRY ROAD SE//SUITE 850

ATLANTA, GEORGIA 30339

Phone (770) 282-4958

OWNER CITY OF TUCKER

1975 LAKESIDE PKWY, SUITE 350

TUCKER, GA 30084

470-603-1279

CONTACT: MICAH SEIBEL ASSISTANT CITY MANAGER

, D

C O

U N

SITE

INDEX OF DRAWINGS

DESCRIPTIONSHEET NO.

C0.0 COVER SHEET

C0.10 GENERAL NOTES

C0.21 EXISTING CONDITIONS

C0.41 DEMOLITION AND TREE PROTECTION PLAN

C1.01 SITE LAYOUT PLAN

C2.00 GRADING AND DRAINAGE PLAN

C3.01 SITE UTILITY PLAN

C4.01 SEWER LATERAL PROFILE

EC1.01 EROSION CONTROL PLAN

C7.01 SITE DETAILS

C7.02 SITE DETAILS

C7.03 SITE DETAILS

E0.01 ELECTRICAL LEGEND

ES1.01 ELECTRICAL SITE PLAN

E5.01 ELECTRICAL DETAILS

S0.01 GENERAL NOTES AND SCHEDULES

S1.01 FOUNDATION PLAN AND SECTIONS

S3.01 STRUCTURAL DETAILS

1ST AVENUE COMPACTOR FACILITY

APRIL 2025

PROJECT No. 3808807

SHEET

NONE OF THE DISTURBED AREA IS WITHIN THE FEMA 100-YR FLOOD ZONE.

GENERAL NOTES:

1. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS PRIOR TO AND DURING

CONSTRUCTION, AND VERIFY DEPTH OF EXISTING UTILITY LINES PRIOR TO LAND

DISTURBANCE.

2. CONTRACTOR TO ABIDE BY ALL STATE AND LOCAL CODES AND ORDINANCES PRIOR

TO AND DURING CONSTRUCTION, INCLUDING INSPECTIONS.

3. CONTRACTOR TO ERECT AND MAINTAIN ALL APPROPRIATE BARRICADES, SIGNAGE,

AND WARNINGS TO PROTECT THE SITE DURING DEMOLITION AND CONSTRUCTION.

4. ALL TREE PROTECTION AREAS TO BE PROTECTED FROM SEDIMENTATION.

5. CONTRACTOR SHALL INSTALL ALL TREE PROTECTION FENCING AND ALL EROSION

CONTROL MEASURES PRIOR TO THE START OF LAND DISTURBANCE ACTIVITIES OR

DEMOLITION, AND MAINTAIN UNTIL FINAL LANDSCAPING IS COMPLETE.

6. ALL TREE PROTECTION FENCING TO BE INSPECTED DAILY, AND REPAIRED AND

REPLACED AS NEEDED.

7. NO PARKING, STORAGE OR OTHER CONSTRUCTION ACTIVITIES ARE TO OCCUR

WITHIN TREE PROTECTION AREAS.

8. CONTRACTOR TO NOTIFY OWNER IMMEDIATELY IF ANY ITEM EXISTING ON SITE IS

NOT SHOWN ON THESE PLANS (E.G. UTILITY/DRAINAGE LINES).

9. ANY UNDERGROUND UTILITY THAT IS BROKEN OR DISRUPTED THAT IS A NOT PART

OF A SCHEDULED OUTAGE SHALL BE REPAIRED AS QUICKLY AS POSSIBLE AT

CONTRACTOR'S EXPENSE.

10. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION

OF THE PUBLIC, INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF LIGHTS,

BARRIERS, FLAGMEN, AND TEMPORARY DETOURS, ETC.

11. CONTRACTOR SHALL UTILIZE ALL PRACTICABLE MEASURES TO ENSURE THE

PREVENTION OF ENVIRONMENTAL IMPACTS ARE TAKEN BY ALL PERSONNEL

EMPLOYED IN THE WORK. IMPACTS INCLUDE BUT ARE NOT NECESSARILY LIMITED

TO NOISE, DUST, CHEMICAL SPILL, EROSION AND SEDIMENTATION, AND DAMAGE TO

EXISTING TREES AND PLANTS.

12. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM STRUCTURES.

13. ALL SANITARY SEWER MATERIALS, INSTALLATION TECHNIQUES, AND TESTING

REQUIREMENTS TO CONFORM TO DEKALB COUNTY WATERSHED STANDARDS.

14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE INSPECTIONS WITH

DEKALB DEPARTMENT OF WATERSHED MANAGEMENT.

15. CONTRACTOR TO PROVIDE A TRAFFIC CONTROL PLAN CONFORMING TO THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR CITY REVIEW

REGARDING WORK WITHIN THE 1ST AVENUE RIGHT OF WAY.

PROJECT AREA: 0.18 AC

DISTURBED AREA: 0.17 AC

04/22/2025

N/F

FA TUCKER LLC

PIN # 18 213 14 011

N/F

OUR GENERATIONS INC.

PIN # 18 213 14 028

N/F

ISLAND STYLE INVESTMENT LLC

PIN # 18 213 14 010

N/F

ROBERT H. BEASLEY

PIN # 18 213 14 004

N/F

KGEF LLC

PIN # 18 213 14 005

N/F

DAVID S. CARR

PIN # 18 213 14 006

N/F

CARRS PHARMACY INC.

PIN # 18 213 14 007

N/F

LTR INVESTMENTS INC.

PIN # 18 213 12 012

N/F

P AND B PROPERTIES LLC

PIN # 18 213 14 008

N/F

MONTREAL PARTNERS LLC

PIN # 18 213 14 008

(BURNETT & ASSOC.)

(TANDEM BANK)

(FURBUSTERS)

PROPERTY LINE

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

1ST AVE

N S

T 3808804

C0.21

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LEGEND

EXISTING CONTOUR

EX. SPOT ELEVATION (+1100)

EX. WATERLINE

OVERHEAD POWER LINE

UNDERGROUND POWER

EX. SEWER LINE

EX. GAS LINE

SUPPLEMENTAL SPOT ELEVATION (+1100)

EASEMENT

EXISTING TRAIL

EXISTING GRAVEL ROAD

NOTES:

1. SURVEY PROVIDED BY OWNER. EXISTING TRAIL SIDEWALK IMPROVEMENTS SHOWN

BASED ON PLANS. NO AS-BUILT SURVEY WAS COMPLETED AFTER SIDEWALK WAS

CONSTRUCTED.

2. SUPPLEMENTAL SPOT ELEVATIONS PROVIDED BY THE CITY SHOWN IN BLUE. TOP OF

EXISTING SEWER MANHOLE, ELEVATION 1102.08, AS IDENTIFIED IN PLAN, WAS USED AS

BENCHMARK. SURVEY DATE FEB 14, 2024.

3. TEMPORARY CONSTRUCTION EASEMENT GRANTED TO CITY OF TUCKER BY ISLAND

STYLE INVESTMENT, LLC.

4. PERMANENT EASEMENT GRANTED TO CITY OF TUCKER BY MONTREAL PARTNERS, LLC.

5. PERMANENT EASEMENT GRANTED TO CITY OF TUCKER BY P AND B PROPERTIES, LLC.

6. TEMPORARY CONSTRUCTION EASEMENT GRANTED TO CITY OF TUCKER BY 1619 HOSEA,

LLC.

7. CONTRACTOR SHALL VERIFY THE LOCATIONS AND INVERTS OF ALL EXISTING UTILITY

LINES AND STRUCTURES (INCLUDING STORM DRAINAGE PIPES AND STRUCTURES)

BEFORE THE COMMENCEMENT OF CONSTRUCTION.

SURVEY DATA PROVIDED BY CITY OF TUCKER.

BENCHMARK

(EX. MANHOLE,

TOP ELEV. 1102.08)

EXISTING 280 SF PERMANENT

EASEMENT (SEE NOTE 4)

EXISTING 259.8 SF PERMANENT

EASEMENT (SEE NOTE 5)

EXISTING 380.9 SF CONSTRUCTION

EASEMENT (SEE NOTE 6)

EXISTING 1825.1 SF TEMPORARY

CONSTRUCTION EASEMENT (SEE NOTE 3)

100' EXISTING RIGHT OF WAY

EXISTING R/W

EXISTING TRAIL

PIN # 18 213 14 011

N/F

OUR GENERATIONS INC.

PIN # 18 213 14 028

N/F

ISLAND STYLE INVESTMENT LLC

PIN # 18 213 14 010

N/F

ROBERT H. BEASLEY

PIN # 18 213 14 004

N/F

KGEF LLC

PIN # 18 213 14 005

N/F

DAVID S. CARR

PIN # 18 213 14 006

N/F

CARRS PHARMACY INC.

PIN # 18 213 14 007

N/F

LTR INVESTMENTS INC.

PIN # 18 213 12 012

N/F

PARIKH & PARIKH LLC

PIN # 18 213 12 010

N/F

P AND B PROPERTIES LLC

PIN # 18 213 14 008

N/F

MONTREAL PARTNERS LLC

PIN # 18 213 14 008

(BURNETT & ASSOC.)

(TANDEM BANK)

(FURBUSTERS)

PROPERTY LINE

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

1ST AVE

3808804

C0.41

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SAW CUT CLEAN EDGE

SAW CUT

SAW CUT CLEAN EDGE

DEMOLITION NOTES

1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING UTILITIES

PRIOR TO START OF CONSTRUCTION.

2. CONTRACTOR TO PROVIDE SMOOTH, STRAIGHT SAW-CUT LINES

ALONG ALL AREAS OF CURB, PAVEMENT, TRAIL, SIDEWALK REMOVAL.

3. CONTRACTOR TO PROTECT EXISTING IMPROVEMENTS WITHIN

PROJECT AREA. ANY AREAS THAT BECOME DAMAGED DURING

CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR TO

REPAIR.

4. CONTRACTOR TO DISPOSE DEMOLISHED MATERIAL OFFSITE IN

ACCORDANCE WITH ALL LEGAL REQUIREMENTS.

LEGEND

CURB AND GUTTER, PAVEMENT,

SIDEWALK REMOVAL

GRAVEL REMOVAL

DEMOLITION KEYNOTES

REMOVE EXISTING GRAVEL

REMOVE EXISTING CURB AND GUTTER AND

SIDEWALK RAMP

REMOVE PORTION OF EXISTING WALL REQ'D FOR

PROJECT CONSTRUCTION

REMOVE EXISTING CURB AND GUTTER AND

PAVEMENT

REMOVE EXISTING CONCRETE SIDEWALK

REMOVE EXISTING CURB AND GUTTER AND ISLAND

REMOVE EXISTING CONCRETE/DEBRIS IN PATH OF

PROPOSED SANITARY LATERAL AS REQ'D

SAWCUT & REMOVE EXISTING SIDEWALK

EXISTING TREES TO BE PROTECTED WITH TREE

PROTECTION FENCING (1/C0.41)

REMOVE EXISTING CURB AND PAVEMENT FOR

INSTALLATION OF CONDUIT

LEGEND

EXISTING CONTOUR

EX. SPOT ELEVATION (+1100)

EX. WATERLINE

OVERHEAD POWER LINE

EX. SEWER LINE

EX. GAS LINE

SUPPLEMENTAL EXISTING SPOT

ELEVATION (+1100)

EXISTING TRAIL

TREE PROTECTION FENCING

TREE PROTECTION NOTES

1. IF THERE ARE INCONSISTENCIES BETWEEN ANY ITEMS ON THESE PLANS THE

MORE STRICT INTERPRETATION OF THOSE REQUIREMENTS SHALL BE

FOLLOWED. PLEASE CONTACT CITY OF TUCKER PROJECT MANAGER FOR

ANY INTERPRETATION.

2. TREE SAVE FENCE AND SIGNAGE FOR ENTIRE SITE MUST BE INSTALLED,

INSPECTED AND APPROVED PRIOR TO INSTALLATION OF EROSION CONTROL

MEASURES. NO LAND DISTURBANCE OR DEMOLITION IS ALLOWED BEFORE

THIS INSPECTION AND APPROVAL HAS OCCURRED.

3. INSTALLATION OF THE TREE SAVE FENCE WILL INVOLVE NO TRENCHING.

4. ALL EXISTING TREES IDENTIFIED FOR PRESERVATION OR FOUND WITHIN

TREE SAVE AREAS MUST BE FULLY PROTECTED DURING ALL PHASES OF THE

PROJECT.

5. ALL ROOTS ENCOUNTERED 12" OR GREATER DURING GRADING OR

EXCAVATING OPERATIONS SHALL BE CLEAN CUT UNDER THE DIRECTION OF

AN ISA CERTIFIED ARBORIST.

6. ANY LIMBS OVERHANGING THE LOD THAT MAY BE RIPPED, TORN, OR

DAMAGED DURING CONSTRUCTION SHALL BE PROPERLY PRUNED UNDER

THE DIRECTION OF AN ISA CERTIFIED ARBORIST.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE VEGETATION

AND REMOVE TRASH AND DEBRIS AROUND THE PERIMETER OF THE

PROJECT, EVEN IF WITHIN THE PUBLIC ROW.

PLAN VIEW

NETTING OR EQUIVALENT

2" X 2" POSTS

ORANGE SAFETY

SCALE: N.T.S.

TREE PROTECTION FENCE

CRITICAL ROOT ZONE

TREE DRIPLINE

4' M

10'

TREE PROTECTION FENCING1

C0.41

PROTECT/SUPPORT EXISTING SANITARY

MANHOLE DURING CONSTRUCITON

SA SAS

N/F

FA TUCKER LLC

PIN # 18 213 14 011

N/F

OUR GENERATIONS INC.

PIN # 18 213 14 028

N/F

ISLAND STYLE INVESTMENT LLC

PIN # 18 213 14 010

N/F

ROBERT H. BEASLEY

PIN # 18 213 14 004

N/F

KGEF LLC

PIN # 18 213 14 005

N/F

DAVID S. CARR

PIN # 18 213 14 006

N/F

CARRS PHARMACY INC.

PIN # 18 213 14 007

N/F

LTR INVESTMENTS INC.

PIN # 18 213 12 012

N/F

PARIKH & PARIKH LLC

PIN # 18 213 12 010

N/F

P AND B PROPERTIES LLC

PIN # 18 213 14 008

N/F

MONTREAL PARTNERS LLC

PIN # 18 213 14 008

(BURNETT & ASSOC.)

(TANDEM BANK)

(FURBUSTERS)

PROPERTY LINE

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

1ST AVE

3808804

C1.01

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LEGEND

NOTES:

1. SURVEY PROVIDED BY OWNER. EXISTING TRAIL SIDEWALK

IMPROVEMENTS SHOWN BASED ON PLANS. NO AS-BUILT SURVEY WAS

COMPLETED AFTER SIDEWALK WAS CONSTRUCTED.

2. SUPPLEMENTAL SPOT ELEVATIONS PROVIDED BY THE CITY SHOWN IN

BLUE. TOP OF EXISTING SEWER MANHOLE, ELEVATION 1102.08, AS

IDENTIFIED IN PLAN, WAS USED AS BENCHMARK. SURVEY DATE FEB 14,

2024.

3. COMPACTOR FACILITY FINISHES, COLORS, EXTERIORS, MATERIALS, AND

OVERALL SCHEME TO MATCH ADJACENT TUCKER TOWN GREEN PARK

PROJECT'S SCHEME. SEE STRUCTURAL AND ARCHITECTURAL PLANS.

CONCRETE

EX. SPOT ELEVATION (+1100)

EX. WATERLINE

OVERHEAD POWER LINE

EX. SEWER LINE

EX. GAS LINE

SUPPLEMENTAL EXISTING SPOT

ELEVATION (+1100)

SITE KEYNOTES & DETAIL REFERENCES

GRANITE CURB, 1/C7.02

CURB AND GUTTER, 3/C7.01

CONCRETE PAVEMENT, 2/C7.01, WITH THICKENED

EDGE AND ISOLATION JOINT, ALL EDGES, 9/C7.01

CONCRETE SIDEWALK, 4/C7.01

CONCRETE COMPACTOR PAD AND APPROACH PAD,

3/S1.01, APPROACH PAD WITH THICKENED EDGE, ALL

EDGES, 4/S3.01

PARKING STRIPING, 4" WHITE PAINTED LINES

CROSSWALK STRIPING, 7/C7.01

PIPE BOLLARD (3 IN ENCLOSURE, 1 AT

CORNER),9/S3.01

COMPACTOR GUIDES & STOPS, 2/C7.02

SELF-CONTAINED 30 CY COMPACTOR (PROVIDED AND

INSTALLED BY DEKALB CO. SANITATION)

COMPACTOR REMOTE POWER UNIT (PROVIDED AND

INSTALLED BY DEKALB CO. SANITATION)

METAL GATES (PROVIDED BY CITY), 3/S1.01

DETECTABLE WARNING STRIP, 5/C7.01

REPLACE CONCRETE WALL TO MATCH EXISTING AS

REQ'D AT REAR OF ENCLOSURE

4" THICK CONCRETE ISLAND, 4/C7.01

GRASS ISLAND

RESTORE & BACKFILL SANITARY UTILITY EXCAVATION

PER DETAIL G-004 AND G-005 ON SHEET C7.02

ENCLOSURE WALL, SEE S0.01 TO S3.01 (BRICK COLOR

CHOICE BY CITY)

SIDE ENTRY DOOR WITH 4-BUTTON CODE LOCK,

SWING AS SHOWN, 2/S3.01, 5/S3.01 (PAINT TO MATCH

CITY CHOICE BRICK COLOR

ELECTRICAL PANEL, 1/E5.01

ELECTRICAL METER, 1/55.01

SEWER DRAIN & GRATE, 6/C7.01

GRANITE CURB

CURB & GUTTER

COMPACTOR PAD AND APPROACH PAD

CONCRETE SIDEWALK/ISLAND

5' 10'

SCALE: 1 INCH = 5 FEET

ENCLOSURE WALL

13 16

EXISTING RIGHT OF WAY

MILL AND OVERLAY PAVEMENT

PIN # 18 213 14 011

N/F

OUR GENERATIONS INC.

PIN # 18 213 14 028

N/F

ISLAND STYLE INVESTMENT LLC

PIN # 18 213 14 010

N/F

ROBERT H. BEASLEY

PIN # 18 213 14 004

N/F

KGEF LLC

PIN # 18 213 14 005

N/F

DAVID S. CARR

PIN # 18 213 14 006

N/F

CARRS PHARMACY INC.

PIN # 18 213 14 007

N/F

LTR INVESTMENTS INC.

PIN # 18 213 12 012

N/F

P AND B PROPERTIES LLC

PIN # 18 213 14 008

N/F

MONTREAL PARTNERS LLC

PIN # 18 213 14 008

(BURNETT & ASSOC.)

(TANDEM BANK)

(FURBUSTERS)

PROPERTY LINE

TOP ENCLOSURE

WALL ELEV. 11.9

TOC:4.4

BOC:3.9

TOC:5.0

BOC:4.5

TOC:4.5

BOC:4.0

TOC:5.44

BOC:4.94

3.9

SEWER DRAIN AND GRATE, TOP 3.8

(SEE DETAIL 6/C7.01)

3.9

3.7

3.6

3.4

TOC:4.7

BOC:4.2

1.96

TOC:4.45

BOC:4.11

TOC:4.55

BOC:4.05

TOC:4.33

BOC:3.83

TOC:4.7

2.5

2.3

3.9

4.4

4.5

4.6

3.8

4.3

4.2

4.0

3.9

TOP ENCLOSURE WALL ELEV. 11.9

(SEE SHEETS S0.01 TO S3.01)

3.3

3.2

3.1

3.0

2.9

2.8

2.7

2.71

2.1

2.98

3.15

3.37

4.0

3.5

3.6

3.85

4.14.2

4.3

4.1

4.4 4.5

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

1ST AVE

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3808804

C2.01

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www.call811.com

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LEGEND

EXISTING CONTOUR

SPOT ELEVATION (+1100)

EX. WATERLINE

OVERHEAD POWER LINE

EX. SEWER LINE

EX. GAS LINE

SUPPLEMENTAL EXISTING SPOT ELEVATION

(+1100)

PROPOSED CONTOUR

PROPOSED SPOT ELEVATION (+1100)

TOP OF CURB ELEVATION (+1100)

BOTTOM OF CURB ELEVATION (+1100)

WATER FLOW PATH

GRADING & DRAINAGE NOTES:

1. SURVEY PROVIDED BY OWNER. EXISTING TRAIL SIDEWALK

IMPROVEMENTS SHOWN BASED ON PLANS. NO AS-BUILT SURVEY WAS

COMPLETED AFTER SIDEWALK WAS CONSTRUCTED.

2. SUPPLEMENTAL SPOT ELEVATIONS PROVIDED BY THE CITY SHOWN IN

BLUE. TOP OF EXISTING SEWER MANHOLE, ELEVATION 1102.08, AS

IDENTIFIED IN PLAN, WAS USED AS BENCHMARK. SURVEY DATE FEB 14,

2024.

3. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

4. EXISTING DRAIN DOWNSPOUTS SPLASH ON PROPOSED GRADE.

MATCH EXISTING GRADE

BOC:4.0

3.2

TOC:4.5

MATCH EXISTING GRADE

SLOPED ISLAND

MATCH EXISTING GRADE

GRADE SWALE PER

SPOT ELEVATIONS

MATCH EXISTING GRADE

AT EXISTING SIDEWALK

MATCH EXISTING GRADE

SWALE WITH FRENCH DRAIN

CENTERLINE (SEE DETAIL

SHEET C7.01)

CORE 8" FRENCH DRAIN PIPE INTO

EXISTING STORM STRUCTURE -

MATCH STRUCTURE OUTLET INVERT

ELEVATION

PIN # 18 213 14 011

N/F

OUR GENERATIONS INC.

PIN # 18 213 14 028

N/F

ISLAND STYLE INVESTMENT LLC

PIN # 18 213 14 010

N/F

ROBERT H. BEASLEY

PIN # 18 213 14 004

N/F

KGEF LLC

PIN # 18 213 14 005

N/F

DAVID S. CARR

PIN # 18 213 14 006

N/F

CARRS PHARMACY INC.

PIN # 18 213 14 007

N/F

LTR INVESTMENTS INC.

PIN # 18 213 12 012

N/F

P AND B PROPERTIES LLC

PIN # 18 213 14 008

N/F

MONTREAL PARTNERS LLC

PIN # 18 213 14 008

(BURNETT & ASSOC.)

(TANDEM BANK)

(FURBUSTERS)

PROPERTY LINE

UGP

U G

UTILITIES KEYNOTES & DETAIL REFERENCES

REPLACE ASPHALT PAVEMENT (1/C7.01) AND GRANITE

CURB (1/C7.02)

DUCT/CONDUIT ROUTING, 4/E5.01 - CONDUIT TO BE

PROVIDED BY GEORGIA POWER

SEWER DRAIN AND GRATE, 6/C7.01

CLEANOUT, 8/C7.01

DUCT/CONDUIT ROUTING UNDER FOOTING, SEE

DETAIL 6/S3.01

SEWER LATERAL UNDER FOOTING, SEE DETAIL

6/S3.01

CORE INTO EXISTING MANHOLE

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

1ST AVE

3808804

C3.01

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UTILITY NOTES

1. ALL WORK ASSOCIATED WITH THE WATER AND SEWER IMPROVEMENTS SHALL COMPLY

WITH DEKALB COUNTY DEPARTMENT OF WATERSHED MANAGEMENT DEVELOPMENT

REGULATIONS.

2. CONTRACTOR TO COORDINATE INSPECTIONS.

SEE SEWER PROFILE , C4.01 DEKALB

COUNTY OWNED/MAINTAINED

LEGEND

EXISTING CONTOUR

EX. SPOT ELEVATION (+1100)

EX. WATERLINE

OVERHEAD POWER LINE

UNDERGROUND POWER LINE

EX. SEWER LINE

EX. GAS LINE

SUPPLEMENTAL EX. SPOT ELEVATION (+1100)

PROPOSED SEWER LATERAL (6" DIP)

PROPOSED UNDERGROUND DUCT/CONDUIT

ROUTING

NOTES:

1. SURVEY PROVIDED BY OWNER. EXISTING TRAIL SIDEWALK

IMPROVEMENTS SHOWN BASED ON PLANS. NO AS-BUILT SURVEY WAS

COMPLETED AFTER SIDEWALK WAS CONSTRUCTED.

2. SUPPLEMENTAL SPOT ELEVATIONS PROVIDED BY THE CITY SHOWN IN

BLUE. TOP OF EXISTING SEWER MANHOLE, ELEVATION 1102.08, AS

IDENTIFIED IN PLAN, WAS USED AS BENCHMARK. SURVEY DATE FEB 14,

2024.

3. CONTRACTOR SHALL INSTALL FITTINGS AS REQUIRED TO PROVIDE

FOR SEWER DRAIN, TRAP, VENT AND HORIZONTAL ALIGNMENT

DEFLECTIONS.

4. COMPACTOR FACILITY FINISHES, COLORS, EXTERIORS, MATERIALS,

AND OVERALL SCHEME TO MATCH ADJACENT TUCKER TOWN GREEN

PARK PROJECT'S SCHEME. SEE STRUCTURAL AND ARCHITECTURAL

PLANS.

5. SEE GEORGIA POWER NOTES AND CALLOUTS THIS SHEET FOR POWER

REQUIREMENTS.

CONTRACTOR TO FIELD

VERIFY DUCT/CONDUIT

ROUTING WITH EX. UTILITIES

CONTRACTOR SHALL PROVIDE PRICING FOR

ALTERNATE HORIZONTAL DIRECTION DRILLING

METHOD FOR INSTALLATION OF TWO 3-INCH

CONDUITS. AT A MINIMUM THIS SHALL BE

CONSIDERED FOR THE SECTION CROSSING

1ST AVENUE

4' DIAMETER MANHOLE DEKALB

COUNTY OWNED/MAINTAINED

6" DIP SEWER LATERAL CITY OF

TUCKER OWNED/MAINTAINED

8" DIP SEWER MAIN DEKALB

COUNTY OWNED/MAINTAINED

AIN

STR

EET

SEE SEWER PROFILE , C4.01 CITY

OF TUCKER OWNED/MAINTAINED

1,000 GALLON GREASE TRAP SEE

DEKALB STANDARD DETAIL SHEET C7.03

CITY OF TUCKER OWNED/MAINTAINED

6" DIP SEWER LATERAL CITY OF

TUCKER OWNED/MAINTAINEDEXISTING WATER MAIN

CITY OF TUCKER

RIGHT OF WAY

CITY OF TUCKER

RIGHT OF WAY

17.87'

19.11'

14.10'

WL1

INSTALL:

- 35' 1/0QA TO WL2

CONTACTOR TO COORDINATE WITH

GEORGIA POWER

WL2

INSTALL:

- 40' CLASS 5 POLE

- 3PH PRI TANGENT ARM

- 150' 1/0UQA TO WL3

- 3" RISER SHIELD

- PULL 110' OF SVC WIRE THRU

CUST INSTALLED CONDUIT

WL3

INSTALL:

- 200 A METER

COMPACTOR SANITARY -0+25 TO 3+25

SCALE: 1"=20' H

1"=4' V

4' MANHOLE

EX. GRADE

PROPOSED GRADE

N E

EXISTING GAS SERVICE

APPROXIMATE LOCATION

AND ELEVATION

EXISTING WATER SERVICE

APPROXIMATE LOCATION

AND ELEVATION

EXISTING GAS SERVICE

APPROXIMATE LOCATION

AND ELEVATION

EXISTING WATER SERVICE

APPROXIMATE LOCATION

AND ELEVATION

N G

H O

215 LF 8" DIP @ 2.00%

28 LF 6" DIP @ 2.00%

24 LF 6" DIP @ 2.00%

D M

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N O

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C 7.

PROPOSED 1,000 GALLON

GREASE TRAP

SEE DETAIL SHEET C7.03

P R

O P

O S

E D

G R

E A

S E

T R

A P

:2 +4

: 1

V O

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3.09'

2.81' 13 LF 6" DIP @ 2.01%

3.54' 2.11'

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NOTES:

1. SURVEY PROVIDED BY OWNER. EXISTING TRAIL SIDEWALK

IMPROVEMENTS SHOWN BASED ON PLANS. NO AS-BUILT SURVEY WAS

COMPLETED AFTER SIDEWALK WAS CONSTRUCTED.

2. CONTRACTOR TO INSTALL FITTINGS AS REQUIRED TO PROVIDE FOR

INLINE TRAP AND HORIZONTAL ALIGNMENT DEFLECTIONS.

3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND INVERTS OF ALL

EXISTING UTILITY LINES AND STRUCTURES (INCLUDING STORM

DRAINAGE PIPES OR STRUCTURES) BEFORE THE COMMENCEMENT OF

CONSTRUCTION.

10' 20' 40'

HORIZONTAL SCALE: 1 INCH = 20 FEET

20' 0'

VERTICAL SCALE: 1 INCH = 4 FEET

PIN # 18 213 14 011

N/F

OUR GENERATIONS INC.

PIN # 18 213 14 028

N/F

ISLAND STYLE INVESTMENT LLC

PIN # 18 213 14 010

N/F

ROBERT H. BEASLEY

PIN # 18 213 14 004

N/F

KGEF LLC

PIN # 18 213 14 005

N/F

DAVID S. CARR

PIN # 18 213 14 006

N/F

CARRS PHARMACY INC.

PIN # 18 213 14 007

N/F

LTR INVESTMENTS INC.

PIN # 18 213 12 012

N/F

PARIKH & PARIKH LLC

PIN # 18 213 12 010

N/F

P AND B PROPERTIES LLC

PIN # 18 213 14 008

N/F

MONTREAL PARTNERS LLC

PIN # 18 213 14 008

(BURNETT & ASSOC.)

(TANDEM BANK)

(FURBUSTERS)

PROPERTY LINE

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

EROSION CONTROL NOTES:

1. SEE SHEETS C7.02 FOR DETAILS OF EROSION CONTROL BMPS.

2. CLEARING AND GRUBBING SHALL BE LIMITED TO THAT NECESSARY FOR

THE INSTALLATION OF INITIAL PHASE BMP'S.

3. EXISTING BMP'S SHALL BE MAINTAINED AND REPAIRED AS NECESSARY.

EXISTING BMP'S MAY BE REMOVED AS NECESSARY FOR PROJECT

DEVELOPMENT.

4. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE,

EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.

5. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND

PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

6. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL

IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR

EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT

CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE

SEDIMENT SOURCE.

7. EROSION CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY AND

AFTER EACH RAIN, AND REPAIRED BY THE GENERAL CONTRACTOR AS

NEEDED.

8. ALL DESIGN WILL CONFORM TO AND ALL WORK WILL BE PERFORMED IN

ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE

CURRENT PUBLICATION ENTITLED "MANUAL FOR EROSION AND SEDIMENT

CONTROL IN GEORGIA".

9. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL

MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL

BE AT ALL TIMES THE RESPONSIBILITY OF THE CONTRACTOR.

10. TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO LAND

DISTURBING ACTIVITIES.

11. ALL DISTURBED AREAS OUTSIDE CONCRETE SHALL BE STABILIZED WITH

PERMANENT VEGETATION.

12. ALL EROSION CONTROL DEVICES TO BE REMOVED UPON FINAL

STABILIZATION OF DISTURBED AREAS.

1ST AVE

AIN

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LEGEND

EXISTING CONTOUR

SPOT ELEVATION

EX. WATERLINE

OVERHEAD POWER LINE

EX. SEWER LINE

EX. GAS LINE

SUPPLEMENTAL EX. SPOT ELEVATION

PROPOSED SILT FENCE

DRAIN INLET FILTER

NOTES:

1. SURVEY PROVIDED BY OWNER. EXISTING TRAIL SIDEWALK

IMPROVEMENTS SHOWN BASED ON PLANS. NO AS-BUILT SURVEY WAS

COMPLETED AFTER SIDEWALK WAS CONSTRUCTED.

2. SUPPLEMENTAL SPOT ELEVATIONS PROVIDED BY THE CITY SHOWN IN

BLUE. TOP OF EXISTING SEWER MANHOLE, ELEVATION 11020.8, AS

IDENTIFIED IN PLAN, WAS USED AS BENCHMARK. SURVEY DATE FEB 14,

2024.

EROSION CONTROL KEYNOTES

SILT FENCE, 4/C7.02

DRAIN INLET FILTER, 3/C7.02

PROJECT AREA: 0.18 AC

DISTURBED AREA: 0.17 AC

DISTURBED AREA

DISTURBED AREADISTURBED AREA

6" CURB

COARSE BROOM

FINISH

6'-0"

NTSC1.01

CL CL

0.2"

0.9" 2.35"

2.35"

NTS

DETECTABLE WARNING STRIP DETAIL

CURB RAMP

NOTES:

NTS

DOME SPACING

DETECTABLE WARNINGS SHALL BE 24 INCHES IN THE DIRECTION OF TRAVEL AND

EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE.

THE DETECTABLE WARNING SHALL BE LOCATED DIRECTLY BEHIND THE 6" FLUSH

CURB.

TRUNCATED DOMES SHALL HAVE A DIAMETER OF 0.9 INCH AT THE BOTTOM, 0.4

INCH AT THE TOP, A HEIGHT OF 0.2 INCH, AND A CENTER-TO-CENTER SPACING OF

2.35 INCHES MEASURED ALONG ONE SIDE OF A SQUARE ARRANGEMENT.

DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION

OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES.

THERE SHALL BE A MINIMUM OF 70% CONTRAST IN LIGHT REFLECTANCE

BETWEEN THE DETECTABLE WARNING AND AN ADJOINING SURFACE, OR THE

DETECTABLE WARNING SHALL BE "SAFETY YELLOW". THE MATERIAL USED TO

PROVIDE VISUAL CONTRAST SHALL BE AN INTEGRAL PART OF THE DETECTABLE

WARNING SURFACE.

DETECTABLE WARNING SHALL BE 12" x 12" CONCRETE PAVERS CONFORMING TO

THE CRITERIA LISTED ABOVE.

THE CONTRACTOR SHALL SUBMIT PRODUCT INFORMATION AND COLOR SAMPLES

TO A/E FOR APPROVAL PRIOR TO ORDERING.

VARIES

6" COMPACTED MINERAL

AGGREGATE BASE, TYPE "A"

GRADING "D"

COMPACTED SUBGRADE

8.0" CONCRETE

SURFACE,

4000 P.S.I.

C1.01

2 CONCRETE PAVEMENT

SCALE: NTS

VARIES - SEE PLAN

(5' MIN.)

NOTES:

1. PREFORMED 1/2" EXPANSION JOINTS SHALL BE EQUALLY SPACED AT 25'

CENTERS.

2. 1/4" CONTRACTION JOINTS SHALL BE EQUALLY SPACED AT 5' CENTERS

BETWEEN EXPANSION JOINTS.

3. SEE PLANS FOR SPECIFIC AND/OR SPECIAL JOINT LAYOUTS, IF ANY.

4. 1.5% CROSS SLOPE TYPICAL FOR POSITIVE DRAINAGE.

5. 2.0% ABSOLUTE MAXIMUM CROSS SLOPE, STRICTLY ENFORCED.

6. SIDEWALK TO HAVE MEDIUM BROOM FINISH PERPENDICULAR TO PRIMARY

DIRECTION OF TRAVEL.

7. 1

2" EXPANSION JOINT TO BE PLACED BETWEEN EXISTING BUILDINGS AND

COMPACTOR FACILITY

SLOPE (SEE PLAN)

4" MINERAL

AGGREGATE BASE.COMPACTED EARTH

FINISH GRADE

4" CONCRETE

(4000 PSI)

C1.01

4 CONCRETE SIDEWALK

SCALE: NTS

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8 CLEANOUT

SCALE: NTS

TOP OF CLEANOUT CAP

TO MATCH PAVED

FINISHED GRADE

2'X2'X6" THICK

CONCRETE COLLAR W/

FINISHED GRADE

BACKFILL WITH SELECT

EXCAVATED MATERIAL

FOR PAVED AREAS

45° BENDS

SEWER LATERAL

NOTE: SEE PLAN SHEET(S) FOR ELEVATION

CONTRACTOR TO PROVIDE

REQ'D FITTINGS TO TRANSITION

TO 6" PVC SEWER LATERAL

NOTE: EMBED IN CONCRETE, SEE DETAIL 6/S3.01

UPSLOPE

SOD LAID OVER

COARSE SAND LAYER

4" COARSE SAND

LAYER

2" LAYER PEA GRAVEL

NOTES:

1. TRENCH MUST BE NO LESS THAN 14" WIDE AND 14" DEEP.

2. MINIMUM SLOPE TO VARY AS REQUIRED TO PROVIDE POSITIVE DRAINAGE.

C2.01

1 FRENCH DRAIN DETAIL

SCALE: NTS

8" DIA. ADS N-12

CORRUGATED,

PERFORATED HDPE PIPE

OR APPROVED EQUAL

2%2%

SEE PLAN FOR GRADING

6 OZ/SQ. YD. MIN. NON-WOVEN

GEOTEXTILE FABRIC AROUND

TRENCH WALLS WITH OVERLAP

12" MIN. OVERLAP

FOR FABRIC

3808804

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FILE NO.

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SIDE VIEW

FLOW

18" MIN.

30" MIN. *

4' MAX. O.C.

FABRIC

(WOVEN WIRE

FENCE BACKING)

TRENCH

18" MIN.

FRONT VIEW

NOTES:

1. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, AND

POLLUTION CONTROL PLAN.

2. HEIGHT (3') IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN.

3. C-POP IS APPROVED ALTERNATIVE.

30" MIN.

18" MIN.

TRENCH

FABRIC

(WOVEN WIRE

FENCE BACKING)

4' MAX. O.C.

* FLOW

C4.01

1 GRANITE CURB

SCALE: NTS

10'

C4.01

2 GUIDES AND STOPS

SCALE: NTS

DRAIN INLET SECTION

FILTREXX® 8" SOXX™ OR

APPROVED EQUIVALENT

STORM GRATE

WIRE TIES, (TYP.)

DRAIN INLET PLAN

NOTES:

1. ALL MATERIAL TO MEET FILTREXX® OR APPROVE EQUIVALENT SPECIFICATIONS.

2. FILTERING FILL MEDIA TO MEET APPLICATION REQUIREMENTS.

3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.

FILTREXX® 8" SOXX™ OR

APPROVED EQUIVALENT

CATCH

BASIN

N.T.S.

3 DRAIN INLET FILTER

EC1.01

N.T.S.

4 SILT FENCE - TYPE SENSITIVE

EC1.01

C1.01

9 THICKENED EDGE AND ISOLATION JOINT

SCALE: NTS

STRUCTURE

OR ASPHALT

TOOLED WITH 18" RADIUS 12"

PREMOLDED JOINT FILLER

C1.01

3 TYPICAL CURB & GUTTER DETAIL

SCALE: NTS

12"

1"R

6"18"

2"R

SLOPE: 1" PER 18"

COMPACTED GAB

3808804

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CODES AND STANDARDS

THE FOLLOWING CODES AND STANDARDS HAVE BEEN USED AS THE BASIS FOR DESIGN

AND/OR SHALL BE UTILIZED BY THE CONTRACTOR TO ESTABLISH MINIMUM LEVELS OF

QUALITY AND CONSTRUCTION TECHNIQUES.

1. GENERAL

A. INTERNATIONAL BUILDING CODE (IBC 2018). WITH GEORGIA AMMENDMENTS

B. AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS AND

ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES," (ASCE 7-16).

2. CONCRETE

A. AMERICAN CONCRETE INSTITUTE, "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE" (ACI 318-14).

B. AMERICAN CONCRETE INSTITUTE, "SPECIFICATIONS FOR STRUCTURAL

CONCRETE," (ACI 301-16).

C. AMERICAN CONCRETE INSTITUTE, "GUIDE TO CONCRETE FLOOR AND SLAB

CONSTRUCTION" (ACI 302.1R-15).

3. MASONRY

A. THE MASONRY SOCIETY, "BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES," (TMS 402-16).

B. THE MASONRY SOCIETY, "SPECIFICATION FOR MASONRY STRUCTURES," (TMS

602-16).

THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LOADS.

1. DEAD LOADS: ACTUAL WEIGHTS OF BUILDING MATERIALS, STRUCTURAL COMPONENTS,

AND EQUIPMENT.

2. LIVE LOADS

A. FLOOR LIVE LOADS

1. SLAB-ON-GRADE UNIFORM LOAD 125 PSF

3. WIND LOADS

A. ENCLOSURE

1. ULTIMATE DESIGN WIND SPEED (Vult) 107 MPH

2. ALLOWABLE STRESS DESIGN WIND SPEED (Vasd) 82.9 MPH

3. RISK CATEGORY II

4. EXPOSURE CATEGORY C

5. INTERNAL PRESSURE COEFF. (GCpi) N/A

6. C & C WIND PRESSURES SEE SCHEDULE (THIS SHEET)

4. SEISMIC LOADS

A. ENCLOSURE

1. RISK CATEGORY II

2. SEISMIC IMPORTANCE FACTOR (Ie) 1.0

3. 0.2 SEC MAPPED SPECTRAL ACCELERATION (SS) 0.187

4. 1.0 SEC MAPPED SPECTRAL ACCELERATION (S1) 0.086

5. SITE CLASS D - Default

6. 0.2 SEC DESIGN SPECTRAL ACCELERATION (SDS) 0.20

7. 1.0 SEC DESIGN SPECTRAL ACCELERATION (SD1) 0.137

8. SEISMIC DESIGN CATEGORY C

9. BASIC SEISMIC FORCE RESISTING SYSTEM N/A

DESIGN CRITERIA

5 5 a a h a a θ

1. MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS:

A. CONTINUOUS FOOTINGS 3,000 PSI

B. FLOOR SLABS 4,000 PSI

2. CONCRETE SHALL BE PROPORTIONED, BATCHED, MIXED, PLACED,

CONSOLIDATED, AND CURED IN ACCORDANCE WITH ACI 301, 304, 308, 309 AND 318.

3. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED.

4. WHERE STRIP/GRADE FOOTINGS OR WALLS INTERSECT COLUMN FOUNDATIONS,

LONGITUDINAL REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE COLUMN

FOUNDATION.

5. UNLESS OTHERWISE SHOWN, THE CONCRETE CLEAR COVER AT ALL

REINFORCING STEEL SHALL BE:

A. CONCRETE CAST AGAINST EARTH 3"

B. CONCRETE EXPOSED TO EARTH OR WEATHER 2"

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER 3/4"

6. ALL CONCRETE SHALL BE MECHANICALLY VIBRATED IN ACCORDANCE WITH ACI

304 AND ACI 309.

7. PROVIDE 3/4"x3/4"x 45 DEGREE CHAMFERED CORNERS AT ALL EXPOSED

CONCRETE CORNERS UNO.

8. ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED PER ACI 318.

CONCRETE

1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60

(DEFORMED).

2. DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL,

UNLESS OTHERWISE NOTED, SHALL CONFORM TO ACI MNL-66, THE

CRSI, "MANUAL OF STANDARD PRACTICE," AND ACI 318.

3. REINFORCING STEEL SHALL BE CONTINUOUS ACROSS ALL

CONSTRUCTION JOINTS UNO.

4. REINFORCING STEEL SHALL NOT BE HEATED OR WELDED AND MUST

BE DRY AND FREE OF CONTAMINANTS SUCH AS RUST, DIRT,

GREASE, AND PROTECTIVE COATINGS.

5. ALL BAR SPLICES SHALL BE CLASS B TENSION SPLICES IN

ACCORDANCE WITH ACI 318.

REINFORCING STEEL FOR CONCRETE

1. THE GEOTECHNICAL ENGINEER SHALL REVIEW THE AGGREGATE BASE AND

VERIFY A MINIMUM MODULUS OF SUBGRADE REACTION OF 100 PCI HAS BEEN

ACHIEVED.

2. EXCAVATED / STRIPPED AREAS SHALL BE PROOF-ROLLED WITH APPROPRIATE

EQUIPMENT AS APPROVED BY THE GEOTECHNICAL ENGINEER. SOFT AREAS

SHALL BE REMOVED AND REPLACED WITH APPROVED BACKFILL AS DIRECTED BY

THE GEOTECHNICAL ENGINEER.

3. SAWED CONTROL JOINTS SHALL BE CUT AS SOON AS SLAB CAN BE WALKED ON,

BUT STARTED NO LATER THAN 8 HOURS AFTER POURING. CONTROL JOINTS

SHALL BE COMPLETED NO LATER THAN 16 HOURS AFTER POURING. THESE TIME

LIMITS SHALL APPLY REGARDLESS OF THE TIME OF DAY. AN EARLY ENTRY DRY

CUT SAW SUCH AS THE SOFF-CUT SYSTEM SHALL BE USED.

4. ADEQUATE MEASURE TO PREVENT PLASTIC SHRINKAGE OF SLAB SHALL BE

TAKEN BY THE CONTRACTOR AS OUTLINED IN ACI 302.1R.

SLAB ON GRADE

1. CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90 NORMAL

WEIGHT HOLLOW LOAD BEARING BLOCK UNITS. FIRE-RATED CMU SHALL BE

PROVIDED WHERE NOTED ON THE ARCHITECTURAL DRAWINGS.

2. MORTAR SHALL CONFORM TO ASTM C270, TYPE S

3. HORIZONTAL JOINT REINFORCING SHALL BE W1.7 (9 GAGE), GALVANIZED,

LADDER TYPE SPACED AT 16" OC, PROVIDE MIN 8" LAP AT ALL SPLICE

LOCATIONS.

4. COMPRESSIVE STRENGTH OF CONCRETE MASONRY AS DEFINED IN THE

TMS 602. SPECIFICATION SHALL BE f'm = 2,000 PSI MINIMUM AT 28 DAYS.

5. ALL CORES CONTAINING REINFORCING SHALL BE FULLY GROUTED. GROUT

SHALL CONFORM TO ASTM C476 WITH A 3000 PSI MINIMUM COMPRESSIVE

STRENGTH. GROUT SHALL HAVE A SLUMP OF 8" TO 10".

6. PROVIDE TWO GROUTED CORES ON EACH SIDE OF ALL DOOR AND

WINDOW OPENINGS. PROVIDE TWO GROUTED CORES ON EACH SIDE OF

ALL CORNERS AND AT EACH END CORE. REINFORCE EACH CORE WITH

ONE-BAR OF SIZE MATCHING WALL REINFORCING, UNO.

7. PROVIDE AN 8” BOND BEAM AT THE TOP OF ALL CMU WALLS AND

REINFORCE WITH TWO #5 CONTINUOUS REINFORCING BARS, UNO.

REINFORCED MASONRY

1. SHALLOW FOUNDATION DESIGN IS BASED ON THE ASSUMED DESIGN SOIL

BEARING PRESSURE PER APPLICABLE CODES.

2. THE FOUNDATIONS WERE DESIGNED BASED ON THE FOLLOWING NET

ALLOWABLE SOIL BEARING PRESSURES:

A. CONTINUOUS FOUNDATIONS 2,000 PSF

3. ALLOWABLE BEARING PRESSURES ARE BASED ON BEARING AGAINST FIRM,

UNDISTURBED SOIL AND OR ENGINEERED BACKFILL. WHERE UNACCEPTABLE

MATERIAL OCCURS, EXCAVATE AND REPLACE WITH ENGINEERED FILL AS

DIRECTED BY THE GEOTECHNICAL ENGINEER.

4. ALL FOUNDATION BEARING SURFACES SHALL BE REVIEWED BY THE

GEOTECHNICAL ENGINEER PRIOR TO STEEL OR CONCRETE PLACEMENT TO

ENSURE THAT THE BEARING SURFACES ARE CONSISTENT WITH THE ALLOWABLE

BEARING PRESSURES NOTED.

5. CONTRACTOR SHALL KEEP ALL FREE STANDING WATER OUT OF EXCAVATION.

CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS NECESSARY PRIOR

TO PLACING CONCRETE.

6. EXISTING SOIL WHICH IS DEEMED NON-USABLE BY THE GEOTECHNICAL

ENGINEER DUE TO FAILURE OF THE CONTRACTOR TO PROMPTLY DE-WATER THE

SITE SHALL BE REMOVED AND REPLACED WITH SUITABLE FILL AT THE

CONTRACTOR’S EXPENSE.

7. DESIGN OF TEMPORARY AND PERMANENT SHORING FOR EXCAVATIONS SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR.

8. FOR WALLS OR GRADE WALLS HAVING FILL ON EACH SIDE, PROCEED WITH

BACKFILLING OPERATIONS SIMULTANEOUSLY IN UNIFORM LIFTS. DIFFERENTIAL

ELEVATION OF TOP OF LIFTS BETWEEN EACH SIDE SHALL NOT EXCEED 18

INCHES.

FOUNDATIONS

ABBREVIATIONS

AB ANCHOR BOLT

ADDL ADDITIONAL

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

APPROX APPROXIMATE, APPROXIMATELY

ARCH ARCHITECT, ARCHITECTURAL

B/ BOTTOM OF

BLDG BUILDING

BM BEAM

BO BOTTOM OF

BOD BASIS OF DESIGN

BOT BOTTOM

BP BASEPLATE

BRG BEARING

CC CENTER TO CENTER

CJ CONTROL JOINT, CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CP COMPLETE PENETRATION

DIA DIAMETER

DIAG DIAGONAL

DL DEAD LOAD

DO DITTO

DWG DRAWING

EOS EDGE OF SLAB

EA EACH

EF EACH FACE

EL ELEVATION

EOR ENGINEER OF RECORD

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FIN FLR FINISHED FLOOR

FTG FOOTING

GA GAUGE

GALV GALVANIZE, GALVANIZED

HDD HEADED

HORIZ HORIZONTAL

INT INTERIOR

JT JOINT

K KIPS

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

L ANGLE

LG LONG

LL LIVE LOAD

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LVL LAMINATED VENEER LUMBER

LW LIGHT-WEIGHT

MANUF MANUFACTURER

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MIN MINIMUM

MTL METAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NW NORMAL-WEIGHT

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

PAF POWDER ACTUATED FASTENER

PC PRECAST CONCRETE

PEJF PRE-MOLDED EXPANSION JOINT FILLER

PEMB PRE-ENGINEERED METAL BUILDING

PL PLATE

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT PRESERVATIVE TREATED

RD ROOF DRAIN

REF REFER, REFERENCE

REINF REINFORCING

REQD REQUIRED

RET RETAINING

SCHED SCHEDULE

SECT SECTION

SIM SIMILAR

SLV SHORT LEG VERTICAL

SOG SLAB-ON-GRADE

SPEC SPECIFICATIONS

STIFF STIFFENER

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/ TOP OF

THDD THREADED

TO TOP OF

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

VERT VERTICAL

W/ WITH

W/O WITHOUT

WP WORKING POINT

WWR WELDED WIRE REINFORCING

TABLE 1704.7

REQUIRED VERIFICATION AND INSPECTION OF SOILS

VERIFICATION AND INSPECTION TASK

VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE

ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER

DEPTH AND HAVE REACHED PROPER MATERIAL.

CONTINUOUS DURING

TASK LISTED

PERIODICALLY

DURING TASK LISTED

PERFORM CLASSFICATION AND TESTING OF

COMPACTED FILL MATERIALS.

- X

VERIFY USE OF PROPER MATERIALS, DENSITIES AND

LIFT THICKNESSES DURING PLACEMENT AND

COMPACTION OF COMPACTED FILL.

X -

PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE

SUBGRADE AND VERIFY THAT SITE HAS BEEN

PREPARED PROPERLY.

- X

TABLE 1704.5.1

LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION

CONTINUOUSVERIFICATION AND INSPECTION PERIODIC IBC SECTION

TMS 402/ACI

530/ASCE 5a

COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS

OF THE CONSTRUCTION DOCUMENTS AND THE

APPROVED SUBMITTALS SHALL BE VERIFIED.

DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY:

- X - SEC. 1.2.2(E),

1.16.1

TMS 602/ACI

530.1/ASCE 6a

REFERENCE FOR CRITERIAFREQUENCY OF INSPECTION

- X - ART. 1.5-

VERIFICATION OF F'M AND F'AAC PRIOR TO CONSTRUCTION

EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE.

- X - - ART. 1.4B

VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO

THE SITE FOR SELF-CONSOLIDATING GROUT.

X - - - ART. 1.5B.1.B.3

AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE:

A. PROPORTIONS OF SITE-PREPARED MORTAR. -X- - ART. 2.6A

B. CONSTRUCTION OF MORTAR JOINTS. -X- - ART. 3.3B

C. LOCATION OF REINFORCEMENT AND CONNECTORS.

- X - - ART. 3.4, 3.6A

D. GRADE AND SIZE OF PRESTRESSING TENDONS AND

ANCHORAGES.

- X - - ART. 2.4B, 2.4H

A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS.

B. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER

DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL

MEMBERS, FRAMES OR OTHER CONSTRUCTION.

-X- - ART. 3.3F

C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT.

- X - SEC. 1.15 ART. 2.4, 3.4

D. WELDING OF REINFORCING BARS. X - - SEC. 2.1.9.7.2,

3.3.3.4(B)

E. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY

DURING COLD WEATHER (TEMPERATURE BELOW 40°F) OR HOT

WEATHER (TEMPERATURE ABOVE 90°F).

- X SEC. 2104.3,

2104.4

- ART. 1.8C,

1.8D

PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE:

A. GROUT SPACE IS CLEAN -X- - ART. 3.2D

B. PLACEMENT OF REINFORCEMENT AND CONNECTORS, AND

PRESTRESSING TENDONS AND ANCHORAGES.

- X - SEC. 1.13 ART. 3.4

C. PROPORTIONS OF SITE-PREPARED GROUT.

- X - - ART. 2.6B

D. CONSTRUCTION OF MORTAR JOINTS. -X- - ART. 3.3B

GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE: --X - ART. 3.5

PREPARATION OF ANY REQUIRED GROUT SPECIMENS,

MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED.

- X

SEC. 2105.2.2,

2105.3

- ART. 1.4

a. THE SPECIFIC STANDARDS REFERENCED ARE THOSE LISTED IN CHAPTER 35.

TABLE 1705.3

REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION

CONTINUOUS

VERIFICATION AND

INSPECTION

PERIODIC

REFERENCED

STANDARDa

IBC

REFERENCE

1. INSPECTION OF REINFORCING STEEL, INCLUDING

PLACEMENT.

- X ACI 318: 3.5,

7.1-7.7

1910.4

AWS D1.4

ACI 318: 3.5.2

2. INSPECTION OF REINFORCING STEEL WELDING

IN ACCORDANCE WITH TABLE 1705.2.2, ITEM 2B.

- X ACI 318: Ch. 4, 5.2-5.4

3. VERIFYING USE OF REQUIRED DESIGN MIX.

4. AT THE TIME FRESH CONCRETE IS SAMPLED TO

FABRICATE SPECIMENS FOR STRENGTH TESTS,

PERFORM SLUMP AND AIR CONTENT TESTS, AND

DETERMINE THE TEMPERATURE OF THE CONCRETE.

X -

ASTM C 172

ASTM C 31

ACI 318: 5.6, 5.8

1910.10

X - ACI 318: 5.9, 5.10

1910.6, 1910.7, 1910.8

5. INSPECTION OF CONCRETE AND SHOTCRETE

PLACEMENT FOR PROPER APPLICATION

TECHNIQUES.

- X ACI 318: 5.11-5.13 1910.9

6. INSPECTION FOR MAINTENANCE OF SPECIFIED

CURING TEMPERATURE AND TECHNIQUES.

1904.2, 1910.2, 1913.3

BAR SIZE

CMU TYPE

8" CMU

12" CMU

MINIMUM LAP SPLICE LENGTH SCHEDULE FOR CONCRETE

MASONRY UNITS (CMU)

#4 #5 #6 #7 #8 #9

19" 25" 31" 57" 79" 112" 146"

19" 25" 31" 52" 61" 75" 90"

BAR SIZE

USE

FOOTING

WALL

MINIMUM LAP SPLICE LENGTH SCHEDULE FOR CONCRETE

(f'c = 3000 PSI)

#4 #5 #6 #7 #8

17" 22" 28" 33" 48" 55"

22" 29" 36" 43" 63" 72"

1. GENERAL NOTES AND TYPICAL DETAILS DESCRIBE GENERAL CRITERIA

APPLICABLE TO ALL SIMILAR CONDITIONS THROUGHOUT THE PROJECT

REGARDLESS OF WHETHER OR NOT THEY ARE SPECIFICALLY REFERENCED

IN THE PLANS OR DETAILS.

2. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM

THE STRUCTURAL ENGINEER BEFORE CONTINUING WITH CONSTRUCTION.

3. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE

ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION

AND CIVIL DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE

NOTIFIED OF ANY DISCREPANCY.

4. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR COMPLIANCE

WITH THE CONTRACT DOCUMENTS, FOR DIMENSIONS TO BE CONFIRMED AT

THE JOBSITE, FOR FABRICATION PROCESSES, AND FOR THE MEANS,

METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF

CONSTRUCTION.

5. NO SUBSTITUTIONS OF MATERIAL WILL BE ALLOWED WITHOUT WRITTEN

PERMISSION FROM THE ENGINEER.

6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, MILL CERTIFICATES, AND

PRODUCT DATA FOR ALL MATERIALS AND PRODUCTS SHOWN IN THE

CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO, CONCRETE

MIX DESIGNS, STEEL REINFORCEMENT, STRUCTURAL STEEL, AND CAST-IN-

PLACE AND POST-INSTALLED ANCHORS. THE SHOP DRAWINGS SHALL

INCLUDE BOTH FABRICATION AND ERECTION DRAWINGS AND SHALL CONTAIN

PLANS, ELEVATIONS, AND DETAILS. REPRODUCTION OF THE CONSTRUCTION

DRAWINGS IS NOT AN ACCEPTABLE SHOP DRAWING SUBMITTAL.

7. SHOP DRAWINGS SHALL NOT BE REVIEWED FOR APPROVAL UNLESS

CHECKED BY THE FABRICATOR AND APPROVED BY THE CONTRACTOR.

REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER DOES NOT ELIMINATE

THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL REQUIREMENTS

SET FORTH IN THE CONSTRUCTION DOCUMENTS.

8. CONTRACTOR SHALL COMPLY WITH LOCAL, STATE, FEDERAL AND OWNERS

SAFETY REGULATIONS WHILE WORKING. STRUCTURAL ENGINEER DOES NOT

ASSUME ANY RESPONSIBILITY FOR CONSTRUCTION SITE SAFETY.

9. CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS

10. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE

STARTING WORK. NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCY.

NOTIFY STRUCTURAL ENGINEER IN WRITING OF CONDITIONS ENCOUNTERED

IN THE FIELD CONTRADICTORY TO THOSE SHOWN ON THE STRUCTURAL

CONTRACT DOCUMENTS.

MISCELLANEOUS

WALL ZONE

EFFECTIVE WIND AREA (SF)

10 SF

20 SF

IBC 2018 ASCE 7-16 COMPONENTS AND CLADDING LOADS (PSF)

-32.6 -38.3

-31.6 -36.3

50 SF -30.2 -33.6

100 SF -29.2 -31.6

200 SF -28.2 -29.5

500 SF -26.9 -26.9

NOTES:

1. WALL CORNER ZONE WIDTH:

2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD

AND AWAY FROM THE SURFACES, RESPECTIVELY.

3. PRESSURES SHOWN IN TABLE ARE VULT, STRENGTH LEVEL

(LRFD).

a = 3 ft

T h e C o rn e rs

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GROUT

FILLED

SEE SCHED

FOR REINF

LINTEL SCHEDULE

WIDTH OF

OPENING

CMU

SIZE

TYPE

TOP

REINFORCING

BOTTOM

REINFORCING

STIRRUPS

<4'-0" 8" A (2) #5

TYPE A

WIDTH

WALL

LINTEL NOTES:

1. ALL BOND BEAM LINTELS SHALL BE CAST IN PLACE.

2. CMU LINTELS TO HAVE 8" MINIMUM BEARING EACH END.

LOOSE BRICK STEEL LINTELS SHALL HAVE 6" MINIMUM

BEARING EACH END.

3. VERTICAL WALL REINFORCEMENT SHALL BE CONTINUOUS

THROUGH LINTEL.

4. CONTROL JOINT SHALL NOT BE LOCATED WITHIN BEARING.

5. WHEN THE DISTANCE BETWEEN TWO ADJACENT OPENINGS

IS LESS THAN THE WIDTH OF EITHER OPENING, THE LINTEL

INDICATED SHALL BE CONTINUOUS OVER BOTH OPENINGS.

6. SEE ARCHITECTURAL FOR HEIGHT AND WIDTH OF

MASONRY OPENINGS.

C L R

OPENING WIDTH

0'-0" TO 4'-0"

ANGLE SIZE

L3 1/2x3 1/2x1/4

REMARKS

LOOSE BRICK LINTEL SCHEDULE

8" CMU REINF. W/#5 @ 16"

O.C. IN GROUT FILLED

CELL - EXTEND INTO

BOND BEAM AT TOP OF

WALL

8" BOND BEAM W/(2) #5

CONT. IN GROUT FILL

(4) #5 CONT (EQ SPA,

TOP & BOTTOM)

#5 @ 9" O.C. (TOP &

BOTTOM)

T/SLAB

0'-0"

T/WALL

8'-0" AFF

T/FOOTING

-1'-4"

T/SIDEWALK

SEE CIVIL

TYP.

3" CLR

T Y

C L R

DOWELS TO MATCH SIZE AND

SPACING OF VERTICAL WALL

REINFORCING

1'-0"

CONCRETE SLAB ON

GRADE - SEE

FOUNDATION PLAN

3'-6"

GROUT SOLID

BELOW GRADE

EXTERIOR VENEER

(ATTACH TO CMU

W/VENEER ANCHORS AT

16" O.C.)

1/2" PJF w/ EXTERIOR GRADE

SEALANT

1/2" PJF w/ EXTERIOR

GRADE SEALANT

PREFINISHED METAL

COPING - MATCH COLOR

OF GATE

NOTES:

1. CMU IS TO BE PAINTED

(EXTERIOR AND INTERIOR

FACES OF CMU).

2. BRICK VENEER IS TO MATCH

THE TUCKER TOWN GREEN

PROJECT IN STYLE, COLOR,

AND MATERIAL.

26'-8"

NOTES:

1. SEE CIVIL FOR ORIENTATION AND LOCATION OF COMPACTOR.

2. GENERAL CONTRACTOR TO VERIFY WALL DIMENSIONS WITH CIVIL PRIOR TO FABRICATION.

3. TOP OF FOOTING ELEVATION = -1'-4" (BELOW TOP OF SLAB), U.N.O.

4. 6" NORMAL WEIGHT CONCRETE (f'c = 4000 PSI) REINFORCED WITH #5 @ 12" O.C. E.W. AT SLAB

MID-DEPTH OVER 4" GRANULAR BASE ON COMPACTED SUBGRADE. PROVIDE LIGHT BROOM

FINISH.

5. SEE CIVIL FOR QUANTITY AND LOCATION OF 6" BOLLARDS. SEE FOR DETAIL.

6. GATE POSTS TO BE SLEEVED/EMBEDDED IN CONCRETE, SIMILAR TO DETAIL . GATE

AND HARDWARE TO BE DESIGNED AND PROVIDED BY MFR - HSS 3X3X1/4 (MIN) FRAME WITH

DIAGONAL HSS3X3X1/4 (MIN.) BRACE. PROVIDE 3/4" SLEEVE IN TURNDOWN SLAB AT CANE

BOLT AT MIDDLE OF GATE PER MFR AND AT OPEN POSITION OF GATE.

7. PROVIDE 8" DEEP BOND BEAM LINTEL OVER DOOR OPENING - SEE DETAIL .

8. PROVIDE LOOSE STEEL BRICK LINTEL OVER DOOR OPENING - SEE DETAIL .

9. GATE:

A. GATE DESIGN TO BE APPROVED BY THE CITY PRIOR TO FABRICATION OR INSTALLATION.

TOP OF GATE TO BE 4" BELOW TOP OF WALL. BOTTOM OF GATE TO BE 4" ABOVE TOP OF

SLAB.

B. GATE TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CITY APPROVED VENDOR

REQUIREMENTS.

C. GATE OPENING IS TO BE 12'-0" WIDE (MIN.) IN OPEN POSITION.

D. PROVIDE 3/4" DIAMETER CANE BOLTS AND SLEEVES IN CONCRETE AT BOTH CLOSED AND

OPEN POSITIONS - SEE NOTE 6 ABOVE.

E. GATE TO BE PAINTED PER CITY REQUIREMENTS.

F. SEE NOTE 6 ABOVE FOR ADDITIONAL REQUIREMENTS.

10'-0"

4'-8" 3'-10"

(2) REINF/GROUTED CELLS,

TYP AT WALL END - SEE

(3) REINF/GROUTED CELLS,

TYP AT WALL CORNER - SEE

6" BOLLARD - SEE

NOTE 5

NOTE 4

GATE POST - SEE

NOTE 6

(1) REINF/GROUTED CELL,

TYP AT EACH SIDE OF

OPNG - SEE

S1.01

S1.014

S3.01

3/4" SLEEVE FOR CANE BOLT

(AT OPEN AND CLOSED

POSITIONS OF GATE)

SLAB CONTROL

JOINTS, SEE

/9 S3.01

/1 S1.01

/2 S1.01

/7 S3.01 /1 S3.01

/7 S3.01

C L

2'-0"

T/CMU = (+)8'-0" (TYP)

8" CMU REINF. W/#5 @ 16"

O.C. IN GROUT FILLED

CELL - EXTEND INTO

BOND BEAM AT TOP OF

WALL

8" BOND BEAM W/(2) #5

CONT. IN GROUT FILL

(5) #5 CONT (EQ SPA,

TOP & BOTTOM)

#5 @ 9" O.C. (TOP &

BOTTOM)

T/SLAB

0'-0"

T/WALL

8'-0" AFF

T/FOOTING

-1'-4"

T/SIDEWALK

SEE CIVIL

TYP.

3" CLR.

T Y

C L R

DOWELS TO MATCH SIZE AND

SPACING OF VERTICAL WALL

REINFORCING

1'-0"

CONCRETE SLAB ON

GRADE - SEE

FOUNDATION PLAN

4'-3"

GROUT SOLID BELOW GRADE

1/2" PJF w/ EXTERIOR GRADE

SEALANT

EXTERIOR VENEER

(ATTACH TO CMU

W/VENEER ANCHORS AT

16" O.C.)

1/2" PJF w/ EXTERIOR

GRADE SEALANT

NOTES:

1. CMU IS TO BE PAINTED

(EXTERIOR AND INTERIOR

FACES OF CMU).

2. BRICK VENEER IS TO MATCH

THE TUCKER TOWN GREEN

PROJECT IN STYLE, COLOR,

AND MATERIAL.

PREFINISHED METAL

COPING - MATCH COLOR

OF GATE

(4) #5 CONT (EQ SPA,

TOP & BOTTOM)

#5 @ 9" O.C. (TOP &

BOTTOM)

T/SLAB

0'-0"

T/FOOTING

-1'-4"

T/SIDEWALK

SEE CIVIL

TYP.

3" CLR

T Y

C L R

#5 @ 16" O.C. (2 MIN.)

CONCRETE SLAB ON

GRADE - SEE

FOUNDATION PLAN

3'-6"

GROUT SOLID BELOW GRADE

8" CMU

CMU BEYOND (HM DOOR IN HM

FRAME AT OPNG)

3/4" SLOPED THRESHOLD

T h e C o rn e rs

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SCALE: 3/4" = 1'-0"

1 CMU LINTEL SCHEDULE

S1.01

SCA…

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