654321-25-FAC-0017-4.pdf

ADDENDUM NO. 4

ITB 25‐FAC‐0017 – Building Improvements @ Dwight D. Eisenhower School 3700 Tall Pines Drive New Orleans, LA 70131

Architect’s Project No. M25‐001

For Owner: Orleans Parish School Board

Architect: Modus Inc. Architects and Planners 2300 Marengo Street New Orleans, LA. 70115

TO: All PLAN HOLDERS

Date Issued: September 23, 2026

This Addendum is issued to include the Civil Engineering Drawings omitted from the Bid Drawings. The sealed and dated (6/24/2026) drawings are: C‐1.0, C‐1.1, C‐2.1, C‐ 3.1, C‐3.2, C‐4.1 and DC‐1.1.

All other terms and conditions of the Solicitation Documents remain unchanged.

Acknowledge receipt of this Addendum in the space provided on the Sealed Bid Form.

END OF ADDENDUM NO. 4

water

OF SHEETS

SHEET:

SHEET TITLE:

REVISIONS

CHECKED BY:

NO. DATE REVISION

DATE:

JOB NUMBER:

DRAWN BY

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SITE PLAN AND

NOTES SHEET

SCALE:1"=40'-0"

OVERALL SITE PLAN1

C-1.0

SEE PROJECT SPECIFICATIONS FOR INFORMATION NOT PROVIDED HEREIN OR ON

THE DRAWINGS. IF ANY PROVISIONS IN THE DRAWINGS CONFLICT WITH

PROVISIONS IN THE SPECIFICATIONS, THE STRICTEST PROVISION SHALL APPLY.

GENERAL NOTES

ENGINEERING LAYOUT

ROADWAYS

TRAFFIC CONTROL

SIDEWALKS

SITE AS-BUILT DOCUMENTATION

THE CONSTRUCTION CONTRACTOR IS

RESPONSIBLE FOR FIELD LOCATING ALL

EXISTING UNDERGROUND AND OVERHEAD

UTILITIES REGARDLESS OF WHETHER OR NOT

SHOWN IN THESE PLANS AND USE CARE.

1. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR IS RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF WORK.

THIS APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. ALL NECESSARY PRECAUTIONS SHOULD BE TAKEN TO INSURE THE SAFETY OF THE PUBLIC AND/OR WORK PERSONS ON THE JOB AND TO PREVENT ACCIDENTS OR INJURY TO ANY PERSON ON, ABOUT OR ADJACENT TO THE PREMISES. IT IS NECESSARY TO COMPLY WITH ALL LAWS, ORDINANCES, CODES, RULES AND REGULATIONS RELATIVE TO SAFETY AND THE PREVENTION OF ACCIDENTS.

2. WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS, EXISTING CONSTRUCTION (INCLUDING UTILITIES) WHICH

WILL INTERFERE WITH NEW WORK, SHALL BE ADJUSTED OR REMOVED BY CONTRACTOR.

3. COORDINATE WITH OWNER'S REPRESENTATIVE TO GET APPROVAL FOR LOCATION OF CONTRACTOR'S EQUIPMENT AND

MATERIAL STORAGE.

GENERAL UNDERSTANDING

1. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL STATE AND LOCAL CODES AND REGULATIONS.

2. CONTRACTOR SHALL COMPLY WITH LA STATE FIRE MARSHAL LAWS, CODES, RULES AND REGULATIONS.

3. ALL MATERIALS, SUPPLIES, AND EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS OR

PROJECT SPECIFICATIONS, WHICHEVER IS STRICTEST.

4. EGRESS SHALL BE PER STANDARD BUILDING CODE AND NFPA 101.

5. FIELD DETERMINE LOCATION AND INVERTS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.

6. NO SMOKING IS ALLOWED ON THE SITE.

7. GROUND & FLOOR SURFACES SHALL BE SLIP RESISTANT UNDER ALL WEATHER CONDITIONS.

8. THRESHOLDS SHALL NOT BE MORE THAN 1/2" HEIGHT AND SHALL BE BEVELED IF OVER 1/4".

9. CONTRACTOR SHALL DESIGN, LAY OUT, INSTALL AND MAINTAIN ALL TEMPORARY SITE SURFACING WITHIN AND AROUND THE SITE NECESSARY FOR TRANSPORTATION ON AND OFF THE SITE AS WELL AS FOR STORAGE OF MATERIALS AND EQUIPMENT. SUCH TEMPORARY SURFACING SHALL BE REMOVED AND RECONSTRUCTED, AS NECESSARY, DURING THE COURSE OF CONSTRUCTION TO FACILITATE INSTALLATION OF PERMANENT WORK. IF THE CONTRACTOR ELECTS TO INCORPORATE TEMPORARY SURFACING SOMEHOW INTO PERMANENT WORK, AND UNKNOWN CONDITIONS ARISE THAT REQUIRE TEMPORARY SURFACING BE REMOVED AND INSTALLED, SUCH EXECUTION SHALL BE AT NO ADDITIONAL COST.

INSTALLATION, REMOVAL AND RE-INSTALLATION OF TEMPORARY CONSTRUCTION SHALL BE INCLUDED IN THE BID AT NO ADDITIONAL COST. AT ALL TEMPORARY SURFACING AREAS THAT WILL BE USED FOR VEHICULAR TRAFFIC, AT MINIMUM, CONTRACTOR SHALL REMOVE EXISTING DEBRIS, VEGETATION AND SOFT MATERIAL, INSTALL GEOTEXTILE FABRIC, AND

INSTALL AND COMPACT AT LEAST 8 ” OF CRUSHED STONE.

10. CONTRACTOR SHALL PROVIDE AND MAINTAIN PHYSICAL BARRICADES AND SIGNAGE AT ALL TIMES AT ALL OPEN EXCAVATIONS GREATER THAN 2 FEET IN DEPTH TO PREVENT INJURY TO PERSONS AND EQUIPMENT, AT NO ADDITIONAL

COST.

11. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY DRAINAGE IN AND AROUND THE PROJECT SITE AT NO COST TO THE OWNER. SUCH TEMPORARY MEASURES SHALL BE ACCOMPLISHED THROUGH THE USE OF SWALES, PIPES, AND PUMPS. TEMPORARY DRAINAGE SHALL BE PROVIDED SUCH THAT NO STANDING WATER STAYS ON THE SITE, OR IN ANY EXCAVATION OR DEPRESSION, AND IS FILTERED AND DIRECTED TO NEARBY OUTFLOW LOCATIONS. THIS INCLUDES STORM WATER, PROCESS WATER, LEAKING MAINS, ETC. PERMANENT DRAINAGE STRUCTURES (PIPES, MANHOLES, INLETS, CATCH BASINS, ETC) SHALL NOT BE USED FOR TEMPORARY DRAINAGE AND SHALL BE PROTECTED AT ALL TIME.

12. CONTRACTOR SHALL TAKE REASONABLE MEASURES TO AVOID UNNECESSARY DUST. SURFACES SUBJECT TO CREATING DUST SHALL BE KEPT MOIST WITH WATER OR BY APPLICATION OF CHEMICAL DUST SUPPRESSANT. DUSTY

MATERIAL IN PILES OR IN TRANSIT SHALL BE COVERED TO PREVENT BLOWING.

13. CONTRACTOR SHALL CONTACT UTILITY COMPANIES AT LEAST THREE (3) WORKING DAYS PRIOR TO BEGINNING OF

CONSTRUCTION AROUND THEIR RESPECTIVE UTILITIES.

14. PERMITS FROM THE DEPARTMENT OF PUBLIC WORKS ARE REQUIRED BEFORE ANY CONSTRUCTION STARTED ON THE CITY RIGHT OF WAYS. WORK ON SIDEWALKS AND STREETS SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY

STANDARD DRAWINGS (STD-1 THRU STD-15) AND GEN. SPECIFICATIONS (LATEST EDITION).

15. CURB CUT PERMIT AND RESTORATION OF EXISTING CURBS: THE CONTRACTOR (OR DEVELOPER) MUST APPLY FOR A CURB CUT PERMIT FOR ANY NEW DRIVEWAY OR CURB CUT ON CITY RIGHT OF WAY. AT THE TIME OF CONSTRUCTION, ANY CURB CUTS IN FRONT OF COMMERCIAL PROPERTIES THAT ARE WIDER THAN 24 FEET MUST BE RESTORED TO 24 FEET OR LESS. EXISTING CURB CUTS THAT ARE NOT USED FOR DRIVEWAYS MUST BE REMOVED AND THE CURB AREA

RESTORED ACCORDING TO CITY STANDARD DWGS. & SPECIFICATIONS.

16. SERVICE CUT PERMIT: THE CONTRACTOR (OR DEVELOPER) MUST OBTAIN A SERVICE CUT PERMIT BEFORE ANY EXCAVATION IN THE CITY RIGHT OF WAYS (SEE NOTE A ABOVE) AND NOTIFY THE DEPARTMENT OF PUBLIC WORKS

MAINTENANCE DIVISION FOR UTILITY TIE-IN.

17. SIDEWALK AND ADA RAMPS: SIDEWALKS AND ADA RAMPS ARE TO BE IN COMPLIANCE WITH THE ADA FEDERAL REGULATIONS. THE CONTRACTOR (OR DEVELOPER) MUST COMPLETE SIDEWALK NOTIFICATION FORM WITH THE

DEPARTMENT OF PUBLIC WORKS BEFORE THE CONSTRUCTION.

18. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT AND MAINTAIN TEMPORARY EROSION CONTROL FEATURES TO COMPLY WITH FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENTAL. THIS WORK SHALL CONSIST OF PREPARATION OF EROSION CONTROL PLAN SHEET, THE SWPPP (STORM WATER POLLUTION PREVENTION PLAN), BEST MANAGEMENT PRACTICES (BMPS) IN ACCORDANCE WITH THE SEWERAGE AND WATER BOARD REQUIREMENTS TO PREVENT POLLUTION OF WATERS, WETLANDS AND POLLUTION OF

THE ATMOSPHERE FROM PARTICULATE AND GASEOUS MATTER.

1. A TOPOGRAPHIC SITE SURVEY WAS NOT PROVIDED FOR USE IN THIS DESIGN. SELECT SPOT ELEVATIONS WERE PROVIDED

BY BATTURE, LLC, SIGNED AND SEALED ON 06/03/26 BY ROBERT MORA LA LIC. NO. 5042

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE PROJECT ELEVATIONS SHOWN IN THESE PLANS AND

ESTABLISHING BENCHMARKS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYING OUT THE WORK AND VERIFYING ALL MEASUREMENTS AND GRADES PRIOR TO BEGINNING OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH PROJECT CONTROL LINES AND ADDITIONAL TEMPORARY BENCHMARKS FOR CONSTRUCTION PURPOSES BEFORE

DESTROYING EXISTING MONUMENTS/NAILS/CROSS CUTS, ETC..

4. THE LINES AND GRADES SHOWN ON THE PLANS MAY BE VARIED SLIGHTLY BY THE ENGINEER IN THE FIELD IF CONDITIONS JUSTIFY SUCH A VARIATION. THE CONTRACTOR SHALL NOT BE ENTITLED TO AN EXTRA PAYMENT OTHER THAN WHATEVER

INCREASE IN CONTRACT QUANTITIES IS INVOLVED.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL GRADES TO ASCERTAIN POSITIVE DRAINAGE TO THE

NEAREST CATCH BASINS OR DROP INLETS WITHOUT PONDING WATER.

6. CONTRACTOR SHALL ESTABLISH AND MAINTAIN DEWATERING SERVICES (PUMPS) AND FEATURES (POND, DEPRESSIONS, CHANNELS, ETC.) TO ENSURE CONTINUOUS DRAINING OF SITE. THIS SHALL INCLUDE FILTERING MECHANISMS (HAY BALES, SCREENS, GEOTEXTILE ETC.) TO MITIGATE INTRUSION OF SUSPENDED SOLIDS INTO NEARBY DRAINAGE SYSTEMS.

1. ALL CONSTRUCTION IN PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF NEW ORLEANS GENERAL SPECIFICATIONS FOR STREET PAVING, CURRENT EDITION, AND THE CITY STANDARD DRAWINGS. AS WELL AS

SEWERAGE AND WATER BOARD STANDARD PLANS.

2. ROADWAY AND DRIVEWAY RADII ARE MEASURED TO THE BACK OF CURB.

3. CONTRACTOR SHALL COMPACT AND SHAPE THE TOP OF SUBGRADE PRIOR TO PLACING GEOTEXTILE FABRIC AND/OR

GEOGRID.

4. WHENEVER NEW PAVING INTERSECTS OR MEETS EXISTING PAVING THAT IS TO REMAIN, THE GRADES OF THE NEW PAVING

SURFACE SHALL MATCH THE GRADE OF THE EXISTING PAVING.

5. WHENEVER REMOVAL OF EXISTING PAVEMENT SURFACING IS REQUIRED IN CONJUNCTION WITH PROPOSED GRADE SHOWN ON THE DRAWINGS, THE EXISTING ASPHALT CONCRETE PAVEMENT IMMEDIATELY ADJACENT TO THE EDGE OF THE CONCRETE GUTTER SHALL BE MILLED AND OVERLAID TO OBTAIN A SMOOTH TIE-IN BETWEEN EXISTING AND PROPOSED

CONSTRUCTION.

6. WHENEVER ADDITIONAL PAVEMENT SURFACING MATERIAL IS REQUIRED, THE ADJACENT CONCRETE GUTTER BOTTOM SHALL NOT BE COVERED WITH ASPHALT SURFACING IF THE PROPOSED PROFILE GRADE SHOWN ON THE DRAWINGS IS WITHIN ONE (1") INCH. IN AREAS WHERE THE PROPOSED GRADE IS HIGHER THAN THE EXISTING GUTTER BOTTOM BY MORE THAN ONE (1") INCH, THE SURFACE OF THE EXISTING GUTTER BOTTOM OR ROLLING STRIP SHALL BE OVERLAID WITH

ASPHALT SURFACING TO THE FACE OF THE CURB.

1. ANY SIDEWALK OR ACCESSIBLE ROUTE THAT IS NOT AT LEVEL ELEVATIONS AT ITS INTERSECTION WITH A DRIVEWAY OR STREET WILL BE REQUIRED TO HAVE A CURB RAMP AT A MAXIMUM SLOPE OF 1:12, WITH A MAXIMUM RISE OF 30" AND A

MINIMUM LEVEL STRAIGHT CURB SEGMENT OF 48".

2. THE TEXTURE OF THE DRIVEWAY AND INTERSECTION HANDICAP RAMPS SHALL BE CONSTRUCTED OF A NON-SLIP SURFACE.

ACCOMPLISHED BY "BROOMING" THE RAMP SURFACES AND GROOVING ONE INCH SPACINGS AT RIGHT ANGLE DIRECTIONS.

GROOVES TO BE APPROXIMATELY 1/4" x 1/8" INCH WIDE.

3. PORTION OF SIDEWALK THROUGH DRIVEWAY APRONS SHALL HAVE NO MORE THAN 2% CROSS SLOPE.

1. PRIOR TO THE BEGINNING OF THE CONSTRUCTION, THE CONTRACTOR SHALL DEVELOP AND SUBMIT TO THE ENGINEER

AND TO THE CITY OF NEW ORLEANS TRAFFIC ENGINEER FOR APPROVAL:

1.1. ALL EXISTING TRAFFIC CONTROL DEVICES (SIGNALS, SIGNS, RAISED MARKERS, PAVEMENT MARKINGS, ETC...)

ACCURATELY LOCATED ON A SITE PLAN.

1.2. A PLAN FOR THE PROPOSED ROUTE ON WHICH CONSTRUCTION MATERIALS AND EQUIPMENT ARE TO BE

TRANSPORTED TO AND FROM THE CONSTRUCTION SITE.

1.3. A DETOUR PLAN SHOWING PROPOSED ROUTES FOR LOCAL TRAFFIC AND TRANSIENT TRAFFIC ON WHICH LOCATIONS OF DETOUR TRAFFIC CONTROL DEVICES AND CONSTRUCTION ZONE OR WORK ZONE TRAFFIC CONTROL DEVICES ARE SHOWN. TRAFFIC CONTROL DEVICES APPLICATIONS & METHODS SHALL BE IN COMPLIANCE WITH PART IV OF THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

2. TRAFFIC PLANS SHALL INCLUDE NAME AND TELEPHONE NUMBER OF RESPONSIBLE PERSONNEL IN CHARGE OF THE PROJECT. THE CONTRACTOR SHALL SEEK APPROVAL OF THE CITY OF NEW ORLEANS TRAFFIC ENGINEER FOR ANY TRAFFIC-RELATED PLAN CHANGES, INCLUDING REMOVAL, RELOCATION, OR ADDITION OF THE CONTROL DEVICES BEFORE

OR DURING THE COURSE OF THE CONSTRUCTION.

3. ALL EXISTING TRAFFIC CONTROL DEVICES SHALL BE PROTECTED BY THE CONTRACTOR.

4. ALL TRAFFIC CONTROL DEVICES AND THEIR ASSOCIATED HARDWARE (SIGNS, SIGNALS, CONDUITS, CABLES, AND MARKINGS, ETC.) REMOVED OR DAMAGED DURING EXECUTION OF THIS CONTRACT, OTHER THAN AS PROVIDED IN THIS

CONTRACT, SHALL BE REPLACED AND ALL COSTS SHALL BE BORNE BY THE CONTRACTOR.

5. ANY DAMAGE TO ROADS AND SIGNS CAUSED BY THE CONTRACTOR'S WORK SHALL BE IMMEDIATELY REPORTED BY THE CONTRACTOR TO THE ENGINEER. REPAIRS SHALL BE PERFORMED BY CONTRACTOR, OWNER'S FORCES, OR CITY FORCES, AT DISCRETION OF THE ENGINEER, WITH ALL ASSOCIATED COSTS PAID BY THE CONTRACTOR.

6. THE CONTRACTOR SHALL MAINTAIN 50% OF ROADWAY ACCESSIBLE TO LOCAL TRAFFIC AT ALL TIMES OR PROVIDE A

TEMPORARY ROADWAY ACCEPTABLE TO THE CITY.

7. ANY WORK IN OR ADJACENT TO THE ROADWAY CAUSING AN INTERFERENCE TO VEHICULAR TRAFFIC REQUIRES PRIOR NOTIFICATION TO THE CITY OF NEW ORLEANS TRAFFIC ENGINEERING DIVISION AND CONFORMITY TO THE REQUIREMENT OF THE UNIFORM MANUAL ON TRAFFIC CONTROL DEVICES OF THE STATE OF LOUISIANA. THE CONTRACTOR MUST FINISH ALL NECESSARY TRAFFIC SIGNS AND/OR BARRICADES, AND MAINTAIN THEM DURING CONSTRUCTION ACTIVITY.

8. CONTRACTOR SHALL APPLY FOR, COORDINATE, AND PAY FOR ALL TRAFFIC PERMITS.

1. UPON COMPLETION OF ALL SITE WORK, CONTRACTOR SHALL PROVIDE AN AS-BUILT TOPOGRAPHIC SURVEY OF THE SITE.

2. THIS SURVEY SHALL INCLUDE, BUT NOT LIMITED TO:

2.1. GRADE ELEVATIONS AT EACH GRADE ELEVATION INDICATED ON CONTRACT DRAWINGS

2.2. DELINEATION AND DEPTHS OF ALL UTILITIES

2.3. INVERTS OF EACH END OF ALL UNDERGROUND SEWER, WATER, AND DRAIN PIPES AS WELL AS INVERTS AND TOPS OF

ALL ASSOCIATED MANHOLES AND INLETS

2.4. FINAL LOCATIONS OF MANHOLES, INLETS, VALVES, HYDRANTS, METERS, CLEANOUTS, ETC.

2.5. FINAL DELINEATION OF ALL CURBS, PAVING EDGES, BUILDINGS, ETC.

2.6. FINAL LOCATIONS OF ALL SITE ELEMENTS, FENCING, BOLLARDS, SIGNS, TREES, ETC.

3. THE AS-BUILT SURVEY SHALL BE PROVIDED IN (3) HARD COPIES OF FULL SIZED PLAN SHEETS, PDF FORMAT, STAMPED BY A REGISTERED PROFESSIONAL SURVEYOR, AND PROVIDED IN AUTOCAD 2018 FORMAT. DO NOT PROVIDED IN AUTOCAD CIVIL 3D.

4. IN SUCH CASE IT IS DETERMINED THAT THE AS-BUILT SURVEY DOES NOT ACCURATELY DEPICT ACTUAL, FINAL SITE CONDITIONS, CONTRACTOR SHALL BEAR ALL COSTS RELATED TO SUBSEQUENT FIELD INVESTIGATIONS AND FOLLOW-UP REVISIONS TO AS-BUILT DOCUMENTATION WHETHER INCURRED BY CONTRACTOR OR ANY OTHER PARTY.

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DWIGHT D. EISENHOWER

ELEMENTARY SCHOOL CAMPUS

COLLINS PARK

C-1.1

C-1.1

C-1.1

C-1.0

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REVISIONS

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PARTIAL SITE PLANS

C-1.1

SCALE:1/16"=1'-0"

PARTIAL SITE PLAN1

C-1.1

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SCALE:1/16"=1'-0"

PARTIAL SITE PLAN3

C-1.1

CONCRETE

SIDEWALK

TYPE "A" CONCRETE

HANDICAPPED RAMP

CONCRETE

SIDEWALK

CONCRETE

WALKWAY

CONCRETE

SIDEWALK

TYPE "A" CONCRETE

HANDICAPPED RAMP

CONCRETE CURB

RECONSTRUCTION

CONCRETE CURB

RECONSTRUCTION

EXISTING

PLAY AREA

CONCRETE

STAIR AND

LANDING

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EXISTING COVERED

CONCRETE WALKWAY

CONCRETE

SIDEWALK

CONCRETE

STEPS

ADA ACCESSIBLE

CONCRETE RAMP

ADA ACCESSIBLE

CONCRETE RAMP

EXISTING

DUMPSTER YARD

SCALE:1/16"=1'-0"

PARTIAL SITE PLAN2

C-1.1

CONCRETE CURB

RECONSTRUCTION

TYPE "B" CONCRETE

HANDICAPPED RAMP

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PAVING AND GRADING

PLANS

C-2.1

SCALE: 1/16"=1'-0"

C-2.1

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CONCRETE

SIDEWALK

TYPE "A" CONCRETE

HANDICAPPED RAMP

MATCH

CONCRETE

SIDEWALK

TYPE "A" CONCRETE

HANDICAPPED RAMP

CONCRETE CURB

RECONSTRUCTION

CONCRETE CURB

RECONSTRUCTION

EXISTING

PLAY AREA

CONCRETE

STAIR AND

LANDING

TA

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EXISTING COVERED

CONCRETE WALKWAY

CONCRETE

SIDEWALK

CONCRETE

STEPS

ADA ACCESSIBLE

CONCRETE RAMP

ADA ACCESSIBLE

CONCRETE RAMP

EXISTING

DUMPSTER YARD

PARTIAL PAING & GRADING PLAN2

C-2.1

CONCRETE CURB

RECONSTRUCTION

TYPE "B" CONCRETE

HANDICAPPED RAMP

MATCH

MATCH

4'-0" (+/-)

BJ

EJ

EJ

BJ

SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0"

EJ

EJ

EJ

EJ

BJ

BJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

BJ

EJ EJ

EJ

EJ

EJ

EJ

FT

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5 FT CURB

TRANSITION

4'-0"6'-0"

MATCH

MATCH

8'- 4"

V.

I.F

MATCH

BJ

2% (1:48) MAX.

SLOPE

5% (1:20) MAX.

SLOPE

MATCH

FT

C

UR

B

TR

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5 FT CURB

TRANSITION

MATCH

BJ

EJ

EJ

EJ

EJ

EJ

BJEJ

5'- 0"

5'-0"

SOD, TYP. AT

DISTURBED AREAS

SOD, TYP. AT

DISTURBED AREAS

4'-0" (+/-)

SOD, TYP. AT

DISTURBED AREAS

-2.75

-5.10

-2.75

-6.94

EJ

4'-0"

5% (1:20) MAX.

SLOPE

MATCH

-7.00

-5.38

-6.86

-6.86

-7.23

-6.80

MATCH

-6.29

-6.38

BJ BJ

-6.82

MATCH

-6.89

-6.68

-6.82

-6.32

-6.92

C-3.2

C-3.1

40'-0"

PARTIAL PAING & GRADING PLANPARTIAL PAING & GRADING PLAN

'-6

RESET EXISTING UTILITY

CASTINGS AS NEEDED

WITHIN NEW SIDEWALK

FOOTPRINT

4'-0"

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EXISTING CANOPY

FRAMING

GUARDRAIL ASSEMBLY

(REF. ARCH)

AA

B

B

DD

COMMON SIDEWALK

PAVING, SEE DETAILS

17'-0"

RAMP

5'-0"

LANDING

5'- 0"

CONCRETE STEPS

1'-0"1'-0"

S: 8.33% (1:12)

MAX.

S: 2% (1:48)

MAX.

S: 8.33%

PLAN

EXISTING SLOPED CONC. RAMP

S=4.59% (+/-) V.I.F.

EL. 0.00'

T/EXST. RAMP

EL. -1.59' (+/-)

B/RISER

EL. -2.12'

T/PAVING

EL. -1.70'

T/RAMP

EL. 0.96' (+/-)

T/EXST. RAMP

EL. 0.95'

T/LANDING

EL. 1.05'

T/LANDING

EL. -1.46' (+/-)

'-0

5'-6"

9'- 6"

5'-0" 4'-0"

EL. -1.37' (+/-)

8'- 6"

FT

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6" BARRIER CURB, EA. SIDE.

TAPERED TOP OF

SIDEWALK PAVING

EXISTING

ROADWAY CURB

EXISTING

ROADWAY CURB

'-2

COMMON SIDEWALK

PAVING, SEE DETAILS

S: 5% (M

AX.)

S: 5%

(M

AX.)

5'-0"

EJ

EJ

EJ

EJ

BJ

BJ

5'-0" 4'-0"

EL. 0.85' (+/-)

T/EXST. RAMP

EL. 1.08' (+/-)

T/EXST. RAMP

EL. -1.40'

B/RAMP

'-0

RA

M P

S:

.3 3%

EL. -0.56'

T/LANDING

COMPACTED PUMPED RIVER SAND FILL (AASHTO A-3),

COMPACTED TO 95% MAX DRY DENSITY NEAR OPTIMUM

WATER CONTENT USING ASTM D698

REMOVE EXISTING SOIL TO REQUIRED ELEVATION AND

PROOF-ROLL EXISTING SURFACE WITH SEVERAL PASSES

WITH ROLLER OR DUMP TRUCK

8"

3/4" CHAMFER AT

ALL EDGES

1/2" THK. EXP. JOINT MATERIAL

w/1" POURABLE SEALANT

& #4 DOWELS @ 12" O.C.

(18" LONG, 6" EMBED.)

VA

RI

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EXISTING COVERED

WALKWAY SLAB

#610 CRUSHED LIMESTONE; 12" THK. X 24" WIDE

(COMPACTED TO 95% MAX DRY DENSITY NEAR

OPTIMUM WATER CONTENT USING ASTM D698)

A

B

C

A B C

C

KEY NOTE:

SECTION B-B

PER PLAN

EXISTING COVERED

WALKWAY SLAB

(3 ) E

Q . R

IS

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S

/4 " M

AX

1/2" THK. EXP. JOINT MATERIAL

w/1" POURABLE SEALANT

& #4 BENT DOWELS @ 12" O.C.

(6" EMBED.)

#4 CONT. BAR

1" NOSING, TYP.

(2) TREADS

1'-0" EA.

A

B

SECTION D-D

C

COMMON SIDEWALK PAVING,

SEE DETAILS

1/2" THK. EXP. JOINT MATERIAL

w/1" POURABLE SEALANT

& #4 DOWELS @ 12" O.C.

(18" LONG, 6" EMBED.)

EL. -2.40'

B/SIDEWALL

THICKENED SLAB

ALONG EDGE

8"

#4 STD. HOOK BARS @ 16" O.C.

w/ #4 HORIZ. @ 10" O.C.

TYP. EA. WALL

B

(SIM.)

B

(SIM.)

C

C 5'-

0"

5'-0"

LANDING

17'-0"

RAMP

5'-0"

LANDING

EL. 0.00'

T/EXST. RAMP

TOP OF EXISTING

COVERED WALKWAY

ALTERNATE HOOK

3/4" CHAMFER AT

ALL EDGES

#4 STD. HOOK BARS @ 16" O.C.

w/ #4 HORIZ. @ 10" O.C.

TYP. EA. WALL

8"8"8"8"

EL. -0.56' (+/-)

T/LANDING

EL. VARIES

T/LANDING

#4 STD. HOOK BARS @ 16" O.C. w/

#4 HORIZ. @ 10" O.C.

TYP. EA. WALL

5'-0"

LANDING

8" 8"

EL. -0.56' (+/-)

T/LANDING

#4 STD. HOOK BARS @ 16" O.C. w/

#4 HORIZ. @ 10" O.C.

TYP. EA. WALL

1'-0"

COMMON SIDEWALK PAVING

(SEE DETAILS)

(2) #4 CONT. BARS

w/#4 HORIZ. @ 16" O.C.

3/4" THK. EXP. JOINT MATERIAL

w/1" POURABLE SEALANT

& #4 DOWELS @ 12" O.C.

(18" LONG, 6" EMBED.)

1'- 0"

#4 BENT BARS @ 16" O.C.

(6V:12H)

10'-0"

RAMP

EXISTING CONC. RAMP

S=4.59% (+/-) V.I.F.

RAMP & LANDING REINFORCING:

6x6-W2.9xW2.9 WWF w/#4 HORIZ. @ 12" O.C.

4,000 PSI CONCRETE

5"

5"

5" S: 8.33% (1:12) MAX.

S: 8.33% (1:12) MAX. ADJ. STAIRS

1/2" THK. EXP. JOINT MATERIAL

w/1" POURABLE SEALANT

& #4s @ 12" O.C. (18" LONG)

EL. -1.39' (+/-)

R/RAMP

RAMP & LANDING REINFORCING:

6x6-W2.9xW2.9 WWF w/#4 HORIZ. @ 12" O.C.

4,000 PSI CONCRETE

SECTION A-A

SECTION C-C

A

A

C

C

C

CB

B

EJ

(2) #4 CONT. BARS

w/#4 HORIZ. @ 16" O.C.

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ENTRY RAMP AND

STAIR DETAILS

C-3.1

TA

LL

O

AK

D R

RAMP PLAN AT ENTRY1

C-3.1 SCALE: 3/8"=1'-0"

AutoCAD SHX Text

AM

S: 8.33% (1:12)

MAX.

EXISTING LANDING

TOP OF EXISTING

LANDING

S: 8.33% (1:12) MAX.

RAMP REINFORCING:

6x6-W2.9xW2.9 WWF w/#4 HORIZ. @ 12" O.C.

4,000 PSI CONCRETE

RAMP

PER PLAN

1'-0"

EXISTING PAVING

(2) #4 CONT. BARS

w/#4 HORIZ. @ 16" O.C.

A

C B

SECTION A-A

3/4" THK. EXP. JOINT MATERIAL

w/1" POURABLE SEALANT

& #4 DOWELS @ 12" O.C.

(18" LONG, 6" EMBED.)

3/4" THK. EXP. JOINT MATERIAL

w/1" POURABLE SEALANT

& #4 DOWELS @ 12" O.C.

(18" LONG, 6" EMBED.)

5" SLAB

COMPACTED PUMPED RIVER SAND FILL (AASHTO A-3),

COMPACTED TO 95% MAX DRY DENSITY NEAR OPTIMUM

WATER CONTENT USING ASTM D698

REMOVE EXISTING SOIL TO REQUIRED ELEVATION AND

PROOF-ROLL EXISTING SURFACE WITH SEVERAL PASSES

WITH ROLLER OR DUMP TRUCK

AA

#610 CRUSHED LIMESTONE; 12" THK. X 24" WIDE

(COMPACTED TO 95% MAX DRY DENSITY NEAR

OPTIMUM WATER CONTENT USING ASTM D698)

A

B

C

KEY NOTE:

PLANB

B

8"

#4 STD. HOOK BARS @ 16" O.C.

w/ #4 HORIZ. @ 10" O.C.

TYP. EA. WALL3/4" CHAMFER AT

ALL EDGES

VA

RI

ES

A

B

C

PER PLAN

8"

TOP OF EXISTING

PAVING

SECTION B-B

EXISTING PAVING

FACE OF BUILDING

21'-7" (+/-)

RAMP

EXSTING PAVING JOINT

M

AT

CH

E

XI

ST

IN

G

SE

E

AR

CH

EL. -2.21' (+/-)

B/SIDEWALL

3/4" THK. EXP.

JOINT MATERIAL

1'- 0"

#4 BENT BARS @ 16" O.C.

(6V:12H)

EDGE OF EXISTING PAVING

TOP OF EXST. PAVING

EL. -1.21' (+/-)

B/RAMP

EL. 0.00'

T/LANDING

THICKEN ALONG EDGE

A

A

A

A

EXISTING

LANDING

EXISTING

LANDING

3'-5" (+/-)

MATCH EXISTING

LANDING

3'-5" (+/-)

MATCH EXISTING

LANDING

EXISTING LANDING

1/2" THK. EXP. JOINT MATERIAL

w/1" POURABLE SEALANT

#4 BENT DOWEL @ 12" O.C.

(6" EMBED.)

#4 CONT. BAR

w/#4 BENT BARS @ 12" O.C.

1" NOSING, TYP.

(3) TREADS

11" EA.

A

B

SECTION A-A

C

COMMON SIDEWALK PAVING,

SEE DETAILS

(2) #4 CONT. BARS

w/#4 HORIZ. @ 16" O.C.

1/2" THK. EXP. JOINT MATERIAL

w/1" POURABLE SEALANT

& #4 DOWELS @ 12" O.C.

(18" LONG, 6" EMBED.)

(4 ) E

Q . R

IS

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S

/4 " M

AX

BBBB

6"

#4 STD. HOOK BARS

w/(2) #4 CONT. BARS

3/4" CHAMFER AT

ALL EDGES

VA

RI

ES

A

B

C

PER PLAN

6"

SECTION B-B

1'- 0"

1'-0"

PLAY YARD

FACE OF BUILDING

PLAN

COMPACTED PUMPED RIVER SAND FILL (AASHTO A-3),

COMPACTED TO 95% MAX DRY DENSITY NEAR OPTIMUM

WATER CONTENT USING ASTM D698

REMOVE EXISTING SOIL TO REQUIRED ELEVATION AND

PROOF-ROLL EXISTING SURFACE WITH SEVERAL PASSES

WITH ROLLER OR DUMP TRUCK

#610 CRUSHED LIMESTONE; 12" THK. X 24" WIDE

(COMPACTED TO 95% MAX DRY DENSITY NEAR

OPTIMUM WATER CONTENT USING ASTM D698)

A

B

C

KEY NOTE:

#4 DIAGONALS w/ STD.

HOOKS @ 12" O.C.

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KITCHEN RAMP &

PLAY YARD STEPS

DETAILS

C-3.2

RAMP PLAN AT KITCHEN1

C-3.2 SCALE: 3/8"=1'-0"

STEPS PLAN AT PLAY YARD2

C-3.2 SCALE: 3/8"=1'-0"

AutoCAD SHX Text

AM

SECTION B-B

SECTION C-C

AT RAMP C

8% SLOPE (MAX.)

SECTION A-A

6x6-W2.9xW2.9 WWF

L

SURFACE

ROADWAY

TYPE "A"

CONCRETE HANDICAPPED RAMP

VA

RI

ES

CURB

WALK WAY

(M

AX.)

S=8

GUTTER-

BOTTOM

VARIES

EXPANSION JOINT

WALK WAY

TOP OF CURB

S

LO

PE

M

AX

CURB

VARIES

RAMP

RAMP C/L

BARRIER

CURB

LINE

GUTTER

R=VARIES

N.T.S.

CC

A

C-4.1

TRANSITION(TYP.)

VARIES

5" @ SIDEWALK

TO 6" @ DRIVEWAY

SLOPE

1 x 4 PRE-MOLDED

JOINT FILLER

N.T.S. N.T.S.C-4.1

C-4.1

POURABLE SEALANT

(GRAY COLOR)

#4 BARS X 12" LONG

(BENT TO SLOPE)3/4" EXP. JOINT

W/POURABLE SEALANT

ROADWAY

CURB

PC SIDEWALK

PAVEMENT AND BASE

TOP OF LEVELED

CURB (BEYOND)

EE

20' MAX.

5"

PLAN

WEAKENED PLANE (TYP.)

5'

2"

5' (TYP.)

EXPANSION JOINT

SECTION E-E

PLASTIC OR EPOXY COATED DOWEL IS USED.

(*) THIS HALF OF DOWEL SHALL BE GREASED UNLESS

4 BARS USED ON 5" WIDTH.

3 BARS USED ON 4" WIDTH.

SLEEVE CHAIRS, CENTERED 2" FROM SURFACE

#4 DOWELS 16" LONG WITH

6x6-W2.9xW2.9 WWF

WITH DOWELS (TYP.)

N.T.S.C-4.1

- COMPACTED PUMPED RIVER SAND FILL

(COMPACTED TO 95% MAX DRY DENSITY NEAR

OPTIMUM WATER CONTENT USING ASTM D1557)

THICKNESS AS REQUIRED BUT BUT NO

LESS THAN 6" THICK; REMOVE AND

DISPOSE OF EXISTING SUBGRADE AS

NECESSARY

N.T.S.C-4.1

1/2" THK. JOINT

W/POURABLE SEALANT

SITE PAVING

STRUCTURAL SYSTEM (SLAB,

FOUNDATION, RAMP, WALL, ETC.)

3/4" THK. TREATED REDWOOD

JOINT MATERIAL w/1" THK.

POURABLE SEALANT

PREPARE EXISTING SUBGRADE

BY PROOFROLLING USING

BULLDOZER, COMPACTOR, OR

TRACKED VEHICLE WITH 10-15 PSI

GROUND FORCE.

Plan & Details - Typical Accessible Ramps

Typical Detail - Handicap Ramp Exp. Joint

Typical Section - Sidewalks Abutting CurbsExpansion Joint at Building (EJB)

Typical Sidewalk Detail Applies to walkways

L

SL

AB

C

1/2" SMOOTH BARS

24" LONG @ 16" O.C. DRILLED &

SET 12" DEEP IN EPOXY

TIE COMMON BARS

TO DOWELS AT

JOINTS (EACH SIDE)

EXST. PAVING NEW PAVING

Butt Joint (BJ)

3/4" THK. EXPANSION JOINT

w/1" POURABLE SEALANT

N.T.S.C-4.1

6"

6"

(*) DOWELED EXPANSION

JOINT MAY BE USED AS

ALTERNATE OF KEYWAY (SEE

SECTION E-E, STD6)

4" 7"

7" 14"

VARIES

SEE PLAN

(**) SEE CURB DETAILS FOR

REINFORCEMENT

6" 4'-0" 6"

6"

THICKENED

SECTION

GUTTER-

BOTTOM

GUTTER-

BOTTOMR = 6"

(SEE DETAIL "A")

CURB

6" 4'-0" 6"

EXP. JOINT

(SEE DETAILS)

4'-0" 4'-0" 4'-0"

ROADWAY

SURFACE

TOP OF CURB

THICKENED

SECTION

A

A

B

B 4'-0"

GUTTER-

BOTTOM

5'- 0"

TR

AN

SI

TI

O N

FO

R

CU

RB

CURB

5'-0"

TRANSITION

FOR CURB

TYPE "B"

CONCRETE HANDICAPPED RAMP

A

8" CRUSHED STONE

1.5"

REMOVE EXIST. CURB

& GUTTER BOTTOM

FILL AS REQUIRED

7"

BASE OR APPROVED EQUAL

12"

16"

1"

FORM AND POUR NEW CURB & GUTTER

TO PROVIDE POSITIVE SLOPE (FALL TO

CATCH BASIN)

EXISTING CONCRETE

ROADWAY TO REMAIN.

9"

(6" @ MEDIAN)

REMOVE 24"

ALLOW A MINIMUM 12" OF EXIST.

W.W.F. TO REMAIN FOR PLACING NEW

CONC. PAVEMENT, LAP NEW WIRE

OVER EXISTING (TYP.)

ADD ASPHALT SURFACE TO LOW

AREA AFTER NEW CURB HAS BEEN

POURED (FEATHER EDGE)

MOUNTABLE CURB

1/2" PREMOLDED

EXPANSION MATERIAL

BARRIER CURB

5 FT TRANSITION

MOUNTABLE CURB

TO BARRIER CURB

BACK OF

CURB LINE

FOR USE AT CORNER ADA RAMPS

AND DRIVEWAY APRONS

8" CRUSHED STONE

1.5"

REMOVE EXIST. CURB

& GUTTER BOTTOM

FILL AS REQUIRED

12"

BASE OR APPROVED EQUAL

12"

12"

FORM AND POUR NEW CURB & GUTTER

TO PROVIDE POSITIVE SLOPE (FALL TO

CATCH BASIN)

EXISTING CONCRETE

ROADWAY TO REMAIN.

6"

(4" @ MEDIAN)

REMOVE 24"

ALLOW A MINIMUM 12" OF EXIST.

W.W.F. TO REMAIN FOR PLACING NEW

CONC. PAVEMENT, LAP NEW WIRE

OVER EXISTING (TYP.)

ADD ASPHALT SURFACE TO LOW

AREA AFTER NEW CURB HAS BEEN

POURED (FEATHER EDGE)

4"

Curb Transition Detail - Mountable to Barrier

Roadway Barrier Curb and Gutterbottom Construction

Roadway Mountable Curb and Gutterbottom Construction

N.T.S.C-4.1

N.T.S.C-4.1

N.T.S.C-4.1

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PAVING DETAILS

C-4.1

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

AM

SHEET:

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REVISIONS

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NO. DATE REVISION

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PARTIAL SITE

DEMOLITION PLANS

SCALE:1/16"=1'-0"

PARTIAL SITE PLAN1

C-1.1

TALL PINES DR

TA

LL

O

AK

D R

TA

LL

T

IM

BE

RS

D R

TALL PINES DR

SCALE:1/16"=1'-0"

PARTIAL SITE PLAN3

C-1.1

EXISTING

PLAY AREA

TA

LL

O

AK

D R

EXISTING COVERED

CONCRETE WALKWAY

EXISTING

DUMPSTER YARD

SCALE:1/16"=1'-0"

PARTIAL SITE PLAN2

C-1.1

DC-1.1

D CONCRETE

SIDEWALK

D CONCRETE

SIDEWALK

D CONCRETE

SIDEWALK

D ROADWAY CURB

AND GUTTER

D CONCRETE

WALKWAY

D CONCRETE PAD

AND BIKE RACK

D FENCE AND

SWING GATE

R STRUCTURAL

CONCRETE

PAVING

RUTILITY VALVE,

BOX, AND

STREET SIGNAGE

DCONCRETE

SIDEWALK

DROADWAY CURB

AND GUTTER

R UTILITY BOX

R

DCONCRETE

SIDEWALK

DROADWAY CURB

AND GUTTER

'-0

M

IN

'-0

M

IN

REMOVE TO

NEAREST JOINT

REMOVE TO

NEAREST JOINT

'-0

M

IN

REMOVE TO

NEAREST JOINT

'-0

M

IN

REMOVE TO

NEAREST JOINT

40'-0"

MIN.

REMOVE TO

NEAREST JOINT

REMOVE TO

NEAREST JOINT

'-0

M

IN

'-0

M

IN

. REMOVE TO

NEAREST JOINT

DCONCRETE

PAVING

'-6

REMOVE

TO JOINT

6'- 9"

AutoCAD SHX Text

AM