Addendum No. 4 ITB 25-FAC-0017 Building Improvements @ Dwight D. Eisenhower School (9.23.26)

ADDENDUM NO. 4
ITB 25FAC0017 - Building Improvements @ Dwight D. Eisenhower School
3700 Tall Pines Drive
New Orleans, LA 70131
Architect's Project No. M25001
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: C1.0, C1.1, C2.1, C
3.1, C3.2, C4.1 and DC1.1.
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
JOB NUMBER:
DATE:
DRAWN BY
CHECKED BY:
REVISIONS
NO. DATE REVISION
SHEET TITLE:
SHEET:
OF SHEETS
STNEMEVORPMI
GNIDLIUB
LOOHCS
REWOHNESIE.D
THGIWD@
)7100-CAF-52BTI
.ON
TCEJORP(
.RD
SENIP
LLAT
0073
13107
SL
,SNAELRO
WEN
GENERAL UNDERSTANDING ROADWAYS
1. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR IS RESPONSIBLE FOR 1. ALL CONSTRUCTION IN PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF NEW ORLEANS
CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF WORK. GENERAL SPECIFICATIONS FOR STREET PAVING, CURRENT EDITION, AND THE CITY STANDARD DRAWINGS. AS WELL AS
THIS APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. ALL NECESSARY PRECAUTIONS SHOULD SEWERAGE AND WATER BOARD STANDARD PLANS.
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, 2. ROADWAY AND DRIVEWAY RADII ARE MEASURED TO THE BACK OF CURB.
ORDINANCES, CODES, RULES AND REGULATIONS RELATIVE TO SAFETY AND THE PREVENTION OF ACCIDENTS.
3. CONTRACTOR SHALL COMPACT AND SHAPE THE TOP OF SUBGRADE PRIOR TO PLACING GEOTEXTILE FABRIC AND/OR
2. WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS, EXISTING CONSTRUCTION (INCLUDING UTILITIES) WHICH GEOGRID.
WILL INTERFERE WITH NEW WORK, SHALL BE ADJUSTED OR REMOVED BY CONTRACTOR.
4. WHENEVER NEW PAVING INTERSECTS OR MEETS EXISTING PAVING THAT IS TO REMAIN, THE GRADES OF THE NEW PAVING
3. COORDINATE WITH OWNER'S REPRESENTATIVE TO GET APPROVAL FOR LOCATION OF CONTRACTOR'S EQUIPMENT AND SURFACE SHALL MATCH THE GRADE OF THE EXISTING PAVING.
MATERIAL STORAGE.
5. WHENEVER REMOVAL OF EXISTING PAVEMENT SURFACING IS REQUIRED IN CONJUNCTION WITH PROPOSED GRADE SHOWN
GENERAL NOTES 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
1. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL STATE AND LOCAL CODES AND REGULATIONS. CONSTRUCTION.
2. CONTRACTOR SHALL COMPLY WITH LA STATE FIRE MARSHAL LAWS, CODES, RULES AND REGULATIONS. 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
3. ALL MATERIALS, SUPPLIES, AND EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS OR WITHIN ONE (1") INCH. IN AREAS WHERE THE PROPOSED GRADE IS HIGHER THAN THE EXISTING GUTTER BOTTOM BY MORE
PROJECT SPECIFICATIONS, WHICHEVER IS STRICTEST. 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.
4. EGRESS SHALL BE PER STANDARD BUILDING CODE AND NFPA 101.
5. FIELD DETERMINE LOCATION AND INVERTS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
SIDEWALKS
6. NO SMOKING IS ALLOWED ON THE SITE.
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
7. GROUND & FLOOR SURFACES SHALL BE SLIP RESISTANT UNDER ALL WEATHER CONDITIONS.
MINIMUM LEVEL STRAIGHT CURB SEGMENT OF 48".
8. THRESHOLDS SHALL NOT BE MORE THAN 1/2" HEIGHT AND SHALL BE BEVELED IF OVER 1/4".
2. THE TEXTURE OF THE DRIVEWAY AND INTERSECTION HANDICAP RAMPS SHALL BE CONSTRUCTED OF A NON-SLIP SURFACE.
WWW.MALBROUECONSULTING.COM
ACCOMPLISHED BY "BROOMING" THE RAMP SURFACES AND GROOVING ONE INCH SPACINGS AT RIGHT ANGLE DIRECTIONS.
9. CONTRACTOR SHALL DESIGN, LAY OUT, INSTALL AND MAINTAIN ALL TEMPORARY SITE SURFACING WITHIN AND AROUND MC. PROJ. No. 2025-08-012
GROOVES TO BE APPROXIMATELY 1/4" x 1/8" INCH WIDE.
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
3. PORTION OF SIDEWALK THROUGH DRIVEWAY APRONS SHALL HAVE NO MORE THAN 2% CROSS SLOPE.
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
TRAFFIC CONTROL
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
1. PRIOR TO THE BEGINNING OF THE CONSTRUCTION, THE CONTRACTOR SHALL DEVELOP AND SUBMIT TO THE ENGINEER
INSTALL AND COMPACT AT LEAST 8 " OF CRUSHED STONE.
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...)
10. CONTRACTOR SHALL PROVIDE AND MAINTAIN PHYSICAL BARRICADES AND SIGNAGE AT ALL TIMES AT ALL OPEN
ACCURATELY LOCATED ON A SITE PLAN.
EXCAVATIONS GREATER THAN 2 FEET IN DEPTH TO PREVENT INJURY TO PERSONS AND EQUIPMENT, AT NO ADDITIONAL
1.2. A PLAN FOR THE PROPOSED ROUTE ON WHICH CONSTRUCTION MATERIALS AND EQUIPMENT ARE TO BE
COST.
TRANSPORTED TO AND FROM THE CONSTRUCTION SITE.
1.3. A DETOUR PLAN SHOWING PROPOSED ROUTES FOR LOCAL TRAFFIC AND TRANSIENT TRAFFIC ON WHICH LOCATIONS
11. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY DRAINAGE IN AND AROUND THE PROJECT SITE AT NO COST
OF DETOUR TRAFFIC CONTROL DEVICES AND CONSTRUCTION ZONE OR WORK ZONE TRAFFIC CONTROL DEVICES ARE
TO THE OWNER. SUCH TEMPORARY MEASURES SHALL BE ACCOMPLISHED THROUGH THE USE OF SWALES, PIPES, AND
SHOWN. TRAFFIC CONTROL DEVICES APPLICATIONS & METHODS SHALL BE IN COMPLIANCE WITH PART IV OF THE
PUMPS. TEMPORARY DRAINAGE SHALL BE PROVIDED SUCH THAT NO STANDING WATER STAYS ON THE SITE, OR IN ANY
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
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,
2. TRAFFIC PLANS SHALL INCLUDE NAME AND TELEPHONE NUMBER OF RESPONSIBLE PERSONNEL IN CHARGE OF THE
INLETS, CATCH BASINS, ETC) SHALL NOT BE USED FOR TEMPORARY DRAINAGE AND SHALL BE PROTECTED AT ALL TIME.
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 12. CONTRACTOR SHALL TAKE REASONABLE MEASURES TO AVOID UNNECESSARY DUST. SURFACES SUBJECT TO
OR DURING THE COURSE OF THE CONSTRUCTION.
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.
3. ALL EXISTING TRAFFIC CONTROL DEVICES SHALL BE PROTECTED BY THE CONTRACTOR.
13. CONTRACTOR SHALL CONTACT UTILITY COMPANIES AT LEAST THREE (3) WORKING DAYS PRIOR TO BEGINNING OF
4. ALL TRAFFIC CONTROL DEVICES AND THEIR ASSOCIATED HARDWARE (SIGNS, SIGNALS, CONDUITS, CABLES, AND
CONSTRUCTION AROUND THEIR RESPECTIVE UTILITIES.
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. 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
5. ANY DAMAGE TO ROADS AND SIGNS CAUSED BY THE CONTRACTOR'S WORK SHALL BE IMMEDIATELY REPORTED BY THE
STANDARD DRAWINGS (STD-1 THRU STD-15) AND GEN. SPECIFICATIONS (LATEST EDITION).
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.
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,
6. THE CONTRACTOR SHALL MAINTAIN 50% OF ROADWAY ACCESSIBLE TO LOCAL TRAFFIC AT ALL TIMES OR PROVIDE A ANY CURB CUTS IN FRONT OF COMMERCIAL PROPERTIES THAT ARE WIDER THAN 24 FEET MUST BE RESTORED TO 24
TEMPORARY ROADWAY ACCEPTABLE TO THE CITY.
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.
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
16. SERVICE CUT PERMIT: THE CONTRACTOR (OR DEVELOPER) MUST OBTAIN A SERVICE CUT PERMIT BEFORE ANY
OF THE UNIFORM MANUAL ON TRAFFIC CONTROL DEVICES OF THE STATE OF LOUISIANA. THE CONTRACTOR MUST FINISH
EXCAVATION IN THE CITY RIGHT OF WAYS (SEE NOTE A ABOVE) AND NOTIFY THE DEPARTMENT OF PUBLIC WORKS
ALL NECESSARY TRAFFIC SIGNS AND/OR BARRICADES, AND MAINTAIN THEM DURING CONSTRUCTION ACTIVITY.
MAINTENANCE DIVISION FOR UTILITY TIE-IN.
8. CONTRACTOR SHALL APPLY FOR, COORDINATE, AND PAY FOR ALL TRAFFIC PERMITS.
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 SITE AS-BUILT DOCUMENTATION
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 1. UPON COMPLETION OF ALL SITE WORK, CONTRACTOR SHALL PROVIDE AN AS-BUILT TOPOGRAPHIC SURVEY OF THE SITE.
SEWERAGE AND WATER BOARD REQUIREMENTS TO PREVENT POLLUTION OF WATERS, WETLANDS AND POLLUTION OF
THE ATMOSPHERE FROM PARTICULATE AND GASEOUS MATTER. 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
ENGINEERING LAYOUT 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
1. A TOPOGRAPHIC SITE SURVEY WAS NOT PROVIDED FOR USE IN THIS DESIGN. SELECT SPOT ELEVATIONS WERE PROVIDED 2.4. FINAL LOCATIONS OF MANHOLES, INLETS, VALVES, HYDRANTS, METERS, CLEANOUTS, ETC.
BY BATTURE, LLC, SIGNED AND SEALED ON 06/03/26 BY ROBERT MORA LA LIC. NO. 5042 2.5. FINAL DELINEATION OF ALL CURBS, PAVING EDGES, BUILDINGS, ETC.
2.6. FINAL LOCATIONS OF ALL SITE ELEMENTS, FENCING, BOLLARDS, SIGNS, TREES, ETC.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE PROJECT ELEVATIONS SHOWN IN THESE PLANS AND 100% CD
ESTABLISHING BENCHMARKS. 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
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYING OUT THE WORK AND VERIFYING ALL MEASUREMENTS AND 3D.
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 4. IN SUCH CASE IT IS DETERMINED THAT THE AS-BUILT SURVEY DOES NOT ACCURATELY DEPICT ACTUAL, FINAL SITE
DESTROYING EXISTING MONUMENTS/NAILS/CROSS CUTS, ETC.. 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.
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,
OVERALL SITE PLAN
CHANNELS, ETC.) TO ENSURE CONTINUOUS DRAINING OF SITE. THIS SHALL INCLUDE FILTERING MECHANISMS (HAY BALES,
1
SCREENS, GEOTEXTILE ETC.) TO MITIGATE INTRUSION OF SUSPENDED SOLIDS INTO NEARBY DRAINAGE SYSTEMS.
C-1.0 SCALE:1"=40'-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.
SITE PLAN AND
NOTES SHEET
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.
811
RD
KAO
LLAT
T A L L P I N E S D R
COLLINS PARK
DWIGHT D. EISENHOWER
ELEMENTARY SCHOOL CAMPUS
1
C-1.1
2 R
D
C-1.1
S R
E
B
M
I
T
L
L
A
T
3
C-1.1
C-1.0

JOB NUMBER:
DATE:
DRAWN BY
water
CHECKED BY:
REVISIONS
NO. DATE REVISION
SHEET TITLE:
SHEET:
OF SHEETS
STNEMEVORPMI
GNIDLIUB
LOOHCS
REWOHNESIE.D
THGIWD@
)7100-CAF-52BTI
.ON
TCEJORP(
.RD
SENIP
LLAT
0073
13107
SL
,SNAELRO
WEN
WWW.MALBROUECONSULTING.COM
MC. PROJ. No. 2025-08-012
100% CD
PARTIAL SITE PLANS
PARTIAL SITE PLAN C-1.1
1
C-1.1 SCALE:1/16"=1'-0"
T A L L P I N E S D R
RD
KAO
LLAT
R
D
S
R
E
B
M
I
T
L
L
A
T
T A L L
P
NI E S
D R
CONCRETE
SIDEWALK
CONCRETE
STAIR AND
LANDING
EXISTING
PLAY AREA
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
CONCRETE
WALKWAY
CONCRETE CURB
TYPE "A" CONCRETE
RECONSTRUCTION
HANDICAPPED RAMP
CONCRETE CURB
TYPE "A" CONCRETE RECONSTRUCTION
HANDICAPPED RAMP
PARTIAL SITE PLAN
3
C-1.1 SCALE:1/16"=1'-0"
RD
KAO
LLAT
EXISTING
DUMPSTER YARD
ADA ACCESSIBLE
CONCRETE RAMP
CONCRETE
STEPS
CONCRETE
SIDEWALK
CONCRETE CURB
EXISTING COVERED
RECONSTRUCTION
CONCRETE WALKWAY
TYPE "B" CONCRETE
HANDICAPPED RAMP
ADA ACCESSIBLE
CONCRETE RAMP
PARTIAL SITE PLAN
2
C-1.1 SCALE:1/16"=1'-0"

JOB NUMBER:
DATE:
DRAWN BY
water
CHECKED BY:
REVISIONS
NO. DATE REVISION
SHEET TITLE:
SHEET:
OF SHEETS
STNEMEVORPMI
GNIDLIUB
LOOHCS
REWOHNESIE.D
THGIWD@
)7100-CAF-52BTI
.ON
TCEJORP(
.RD
SENIP
LLAT
0073
13107
SL
,SNAELRO
WEN
WWW.MALBROUECONSULTING.COM
MC. PROJ. No. 2025-08-012
100% CD
PAVING AND GRADING PLANS
C-2.1
1
C-2.1 SCALE: 1/16"=1'-0"
T A L L P I N E S D R
RD
KAO
LLAT
R
D
S
R
E
B
M
I
T
L
L
A
T
T A L L
P NI E S D R
MATCH
CONCRETE
STAIR AND
LANDING
EXISTING
PLAY AREA
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
TYPE "A" CONCRETE
HANDICAPPED RAMP CONCRETE CURB
RECONSTRUCTION
TYPE "A" CONCRETE
HANDICAPPED RAMP CONCRETE CURB
RECONSTRUCTION
3
C-2.1
RD
KAO
LLAT
EXISTING
DUMPSTER YARD
ADA ACCESSIBLE
CONCRETE RAMP
BJ
MATCH
EJ
EJ
EJ
CONCRETE
STEPS EJ
CONCRETE
SIDEWALK
CONCRETE CURB
EXISTING COVERED
RECONSTRUCTION
MATCH CONCRETE WALKWAY
EJ
J
B
EJ
4'-0"
(+/-)
TYPE "B" CONCRETE
HANDICAPPED RAMP
ADA ACCESSIBLE
BJ CONCRETE RAMP
PARTIAL PAING & GRADING PLAN
2
C-2.1 SCALE: 1/16"=1'-0"
BJ
EJ
EJ
EJ
EJ
EJ
EJ
J E
J
E
J
E
EJ J E
J J E E
J B
SCALE: 1/16"=1'-0"
BRUC
TF
5
NOITISNART
MATCH
4
6'-0" '-0 "
MATCH T 5 R F A T N C S U IT R IO B N
)-/+(
"4-'8
.F.I.V
MATCH
BJ
2% (1:48) MAX.
SLOPE
5% (1:20) MAX.
SLOPE
MATCH
BRUC
TF
5
NOITISNART
1
C-3.2
-6.38
1
SOD, TYP. AT
C-3.1
DISTURBED AREAS
-6.29
MATCH
BJ
MATCH
EJ
-6.82
EJ
J J
B B
-6.80
-2.75 -2.75
EJ
RESET EXISTING UTILITY
4'-0" (+/-)
CASTINGS AS NEEDED
-6.86
WITHIN NEW SIDEWALK
6" FOOTPRINT
1'-
1
-7.00 5 -6.32
'-0 EJ
"
-7.23
-6.86
SOD, TYP. AT -5.38
MATCH DISTURBED AREAS
40'-0"
-5.10
-6.68 EJ -6.82
J 4
E '-0 " -6.94 5'- 0" -6.92 4 B
'-0 " E J J
SOD, TYP. AT
5% (1:20 S ) L M O A P X E . DISTURBED AREAS MATCH 5 T R F A T N C S U IT R I B ON
-6.89
PARTIAL PAING & GRADING PLAN PARTIAL PAING & GRADING PLAN

EXISTING CANOPY
FRAMING
D D
B GUARDRAIL ASSEMBLY
(REF. ARCH)
A A
17'-0" 5'-0"
RAMP LANDING
B
COMMON SIDEWALK
PAVING, SEE DETAILS
"0-'5
1'-0" 1'-0"
CONCRETE STEPS
EL. -2.12'
T/PAVING
EL. -1.70'
T/RAMP
S: 8.33% (1:12)
EXISTING SLOPED CONC. RAMP
MAX.
S=4.59% (+/-) V.I.F.
EL. -1.59' (+/-)
EL. 0.00' B/RISER
T/EXST. RAMP
S: 2% (1:48)
MAX.
EL. 0.96' (+/-)
T/EXST. RAMP
S: 8.33%
EL. 0.95' EL. 1.05'
T/LANDING T/LANDING
PLAN
EL. -1.46' (+/-)
"0-'02
5'-6"
)-/+(
"6-'9
EL. -1.37' (+/-)
5'-0" 4'-0"
NOITISNART
BRUC
TF
5
NOITISNART
BRUC
TF
5
)-/+(
"6-'8
EXISTING
ROADWAY CURB
6" BARRIER CURB, EA. SIDE.
TAPERED TOP OF
SIDEWALK PAVING
EXISTING
ROADWAY CURB
)-/+(
"2-'21
COMMON SIDEWALK
PAVING, SEE DETAILS
S:
5%
(MAX.)
S:
5%
(MAX.)
EJ
EJ
EJ
5'-0"
JE
BJ
EL. 0.85' (+/-) EL. 1.08' (+/-)
T/EXST. RAMP T/EXST. RAMP
5'-0" 4'-0"
EL. -1.40'
B/RAMP
BJ
%33.8
:S
"0-'01 PMAR
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
1/2" THK. EXP. JOINT MATERIAL
w/1" POURABLE SEALANT
& #4 DOWELS @ 12" O.C.
(18" LONG, 6" EMBED.)
3/4" CHAMFER AT
ALL EDGES
8"
EL. -0.56'
T/LANDING
SEIRAV
KEY NOTE:
#610 CRUSHED LIMESTONE; 12" THK. X 24" WIDE
A
(COMPACTED TO 95% MAX DRY DENSITY NEAR EXISTING COVERED
OPTIMUM WATER CONTENT USING ASTM D698) WALKWAY SLAB
B
C
PER PLAN
EXISTING COVERED
WALKWAY SLAB
B
A C
C
SECTION B-B
SRESIR
.QE
)3(
.XAM
"4/3
7
@
(2) TREADS
1'-0" EA.
1/2" THK. EXP. JOINT MATERIAL
w/1" POURABLE SEALANT
& #4 BENT DOWELS @ 12" O.C.
(6" EMBED.)
#4 CONT. BAR
1" NOSING, TYP.
COMMON SIDEWALK PAVING,
SEE DETAILS
B
A
SECTION D-D
1/2" THK. EXP. JOINT MATERIAL
C
w/1" POURABLE SEALANT
& #4 DOWELS @ 12" O.C.
(18" LONG, 6" EMBED.)
EL. -2.40'
B/SIDEWALL
C
THICKENED SLAB
ALONG EDGE
#4 STD. HOOK BARS @ 16" O.C.
w/ #4 HORIZ. @ 10" O.C.
8" TYP. EA. WALL
B B
(SIM.) (SIM.)
C
"0-'5
5'-0" 17'-0" 5'-0" ALTERNATE HOOK
LANDING RAMP LANDING
3/4" CHAMFER AT
ALL EDGES
EL. VARIES TOP OF EXISTING
T/LANDING COVERED WALKWAY
EL. -0.56' (+/-)
EL. 0.00'
T/LANDING
T/EXST. RAMP
#4 STD. HOOK BARS @ 16" O.C.
#4 STD. HOOK BARS @ 16" O.C. w/
w/ #4 HORIZ. @ 10" O.C.
#4 HORIZ. @ 10" O.C.
TYP. EA. WALL TYP. EA. WALL
8" 8" 8" 8"
5'-0"
LANDING
EL. -0.56' (+/-)
T/LANDING
#4 STD. HOOK BARS @ 16" O.C. w/
#4 HORIZ. @ 10" O.C.
TYP. EA. WALL
COMMON SIDEWALK PAVING
(SEE DETAILS)
3/4" THK. EXP. JOINT MATERIAL
w/1" POURABLE SEALANT
& #4 DOWELS @ 12" O.C.
1'-0" 8" 8" (18" LONG, 6" EMBED.)
(2) #4 CONT. BARS
w/#4 HORIZ. @ 16" O.C.
"0-'1
4,000 PSI CONCRETE
RAMP & LANDING REINFORCING:
EXISTING CONC. RAMP
6x6-W2.9xW2.9 WWF
w/#4 HORIZ. @ 12" O.C.
S=4.59% (+/-) V.I.F.
5
"
10'-0"
RAMP
#4 BENT BARS @ 16" O.C.
(6V:12H)
"5
"5
S: 8.33% (1:12) MAX.
B
SECTION A-A C
C
A
4,000 PSI CONCRETE
RAMP & LANDING REINFORCING:
EL. -1.39' (+/-)
6x6-W2.9xW2.9 WWF
R/RAMP
w/#4 HORIZ. @ 12" O.C.
S: 8.33% (1:12) MAX. ADJ. STAIRS
1/2" THK. EXP. JOINT MATERIAL B C
w/1" POURABLE SEALANT
& #4s @ 12" O.C. (18" LONG) C
A
SECTION C-C
JE
(2) #4 CONT. BARS
w/#4 HORIZ. @ 16" O.C.
JOB NUMBER:
DATE:
DRAWN BY
CHECKED BY:
REVISIONS
NO. DATE REVISION
SHEET TITLE:
SHEET:
OF SHEETS
STNEMEVORPMI
GNIDLIUB
LOOHCS
REWOHNESIE.D
THGIWD@
)7100-CAF-52BTI
.ON
TCEJORP(
.RD
SENIP
LLAT
0073
13107
SL
,SNAELRO
WEN
WWW.MALBROUECONSULTING.COM
MC. PROJ. No. 2025-08-012
100% CD
ENTRY RAMP AND
STAIR DETAILS
C-3.1
RD
KAO
LLAT
RAMP PLAN AT ENTRY
1
C-3.1 SCALE: 3/8"=1'-0"

B
S: 8.33% (1:12)
MAX.
A A
EXISTING LANDING
KEY NOTE:
#610 CRUSHED LIMESTONE; 12" THK. X 24" WIDE
A
(COMPACTED TO 95% MAX DRY DENSITY NEAR
B PLAN OPTIMUM WATER CONTENT USING ASTM D698)
COMPACTED PUMPED RIVER SAND FILL (AASHTO A-3),
B
COMPACTED TO 95% MAX DRY DENSITY NEAR OPTIMUM
WATER CONTENT USING ASTM D698
REMOVE EXISTING SOIL TO REQUIRED ELEVATION AND C
PROOF-ROLL EXISTING SURFACE WITH SEVERAL PASSES
WITH ROLLER OR DUMP TRUCK
RAMP
PER PLAN
3/4" THK. EXP. JOINT MATERIAL
w/1" POURABLE SEALANT
4,000 PSI CONCRETE
& #4 DOWELS @ 12" O.C.
(18" LONG, 6" EMBED.)
RAMP REINFORCING:
6x6-W2.9xW2.9 WWF #4 STD. HOOK BARS @ 16" O.C.
w/#4 HORIZ. @ 12" O.C. w/ #4 HORIZ. @ 10" O.C.
3/4" CHAMFER AT TYP. EA. WALL
ALL EDGES
TOP OF EXISTING
5 LANDING
"
S
L
A B S: 8.33% (1:12) MAX.
EXISTING PAVING
3/4" THK. EXP. JOINT MATERIAL
w/1" POURABLE SEALANT
& #4 DOWELS @ 12" O.C. C
(18" LONG, 6" EMBED.) 1'-0" B
8" A
(2) #4 CONT. BARS
w/#4 HORIZ. @ 16" O.C.
SECTION A-A
SEIRAV
EXISTING PAVING
EXSTING PAVING JOINT FACE OF BUILDING
21'-7" (+/-)
RAMP
PER PLAN
TOP OF EXISTING
PAVING
B
C
8" A
SECTION B-B
GNITSIXE
HCTAM
HCRA
EES
3/4" THK. EXP.
EL. -2.21' (+/-)
JOINT MATERIAL
B/SIDEWALL
"0-'1
EL. -1.21' (+/-) EL. 0.00'
B/RAMP T/LANDING
EDGE OF EXISTING PAVING
THICKEN ALONG EDGE
#4 BENT BARS @ 16" O.C.
(6V:12H)
TOP OF EXST. PAVING
1/2" THK. EXP. JOINT MATERIAL
w/1" POURABLE SEALANT
A A
#4 BENT DOWEL @ 12" O.C.
(6" EMBED.)
(3) TREADS
#4 CONT. BAR
11" EA. EXISTING LANDING
w/#4 BENT BARS @ 12" O.C.
1" NOSING, TYP.
EXISTING EXISTING
LANDING LANDING COMMON SIDEWALK PAVING,
SEE DETAILS
B
A
1/2" THK. EXP. JOINT MATERIAL
w/1" POURABLE SEALANT
C
& #4 DOWELS @ 12" O.C.
(18" LONG, 6" EMBED.)
A A
(2) #4 CONT. BARS
SECTION A-A
3'-5" (+/-) 3'-5" (+/-) w/#4 HORIZ. @ 16" O.C.
MATCH EXISTING MATCH EXISTING
LANDING LANDING
SRESIR
.QE
)4(
.XAM
"4/3
7
@
3/4" CHAMFER AT
ALL EDGES
#4 STD. HOOK BARS
B B B B
w/(2) #4 CONT. BARS
6"
SEIRAV
PER PLAN
B
6"
A
C
SECTION B-B
"0-'1
#4 DIAGONALS w/ STD.
HOOKS @ 12" O.C. JOB NUMBER:
FACE OF BUILDING
DATE:
DRAWN BY 1'-0"
CHECKED BY:
REVISIONS
NO. DATE REVISION
SHEET TITLE:
KEY NOTE:
PLAN #610 CRUSHED LIMESTONE; 12" THK. X 24" WIDE
A
PLAY YARD
(COMPACTED TO 95% MAX DRY DENSITY NEAR
OPTIMUM WATER CONTENT USING ASTM D698)
COMPACTED PUMPED RIVER SAND FILL (AASHTO A-3), SHEET:
B
COMPACTED TO 95% MAX DRY DENSITY NEAR OPTIMUM
WATER CONTENT USING ASTM D698
REMOVE EXISTING SOIL TO REQUIRED ELEVATION AND C
PROOF-ROLL EXISTING SURFACE WITH SEVERAL PASSES
WITH ROLLER OR DUMP TRUCK
OF SHEETS
STNEMEVORPMI
GNIDLIUB
LOOHCS
REWOHNESIE.D
THGIWD@
)7100-CAF-52BTI
.ON
TCEJORP(
.RD
SENIP
LLAT
0073
13107
SL
,SNAELRO
WEN
WWW.MALBROUECONSULTING.COM
MC. PROJ. No. 2025-08-012
RAMP PLAN AT KITCHEN
1
C-3.2 SCALE: 3/8"=1'-0"
100% CD
KITCHEN RAMP &
PLAY YARD STEPS
DETAILS
C-3.2 STEPS PLAN AT PLAY YARD
2
C-3.2 SCALE: 3/8"=1'-0"

8% SLOPE (MAX.)
AT RAMP C
L
ROADWAY
SURFACE
6x6-W2.9xW2.9 WWF
SECTION A-A
SECTION B-B
CONCRETE HANDICAPPED RAMP
TYPE "A"
SECTION C-C
SEIRAV
GUTTER-
BOTTOM
CURB
% WALK WAY S =8 A X.)
M
(
EXPANSION JOINT
WALK WAY
VARIES
TOP OF CURB
.XAM
EPOLS
%8
20' MAX.
EXPANSION JOINT
WEAKENED PLANE (TYP.) WITH DOWELS (TYP.)
E E
POURABLE SEALANT
(GRAY COLOR)
#4 BARS X 12" LONG
5' (TYP.) PC SIDEWALK 3/4" EXP. JOINT TOP OF LEVELED (BENT TO SLOPE)
5' PLAN PAVEMENT AND BASE W/POURABLE SEALANT CURB (BEYOND)
ROADWAY
3/4" THK. TREATED REDWOOD (*) THIS HALF OF DOWEL SHALL BE GREASED UNLESS CURB
JOINT MATERIAL w/1" THK. PLASTIC OR EPOXY COATED DOWEL IS USED. 1/2" THK. JOINT STRUCTURAL SYSTEM (SLAB,
SLOPE
POURABLE SEALANT W/POURABLE SEALANT FOUNDATION, RAMP, WALL, ETC.)
6x6-W2.9xW2.9 WWF
2" 5"
*
- COMPACTED PUMPED RIVER SAND FILL
(COMPACTED TO 95% MAX DRY DENSITY NEAR
OPTIMUM WATER CONTENT USING ASTM D1557) 1 x 4 PRE-MOLDED
*
JOINT FILLER
THICKNESS AS REQUIRED BUT BUT NO
SITE PAVING
LESS THAN 6" THICK; REMOVE AND VARIES
DISPOSE OF EXISTING SUBGRADE AS 5" @ SIDEWALK
NECESSARY TO 6" @ DRIVEWAY
PREPARE EXISTING SUBGRADE
BY PROOFROLLING USING
SLEEVE CHAIRS, CENTERED 2" FROM SURFACE
BULLDOZER, COMPACTOR, OR #4 DOWELS 16" LONG WITH Typical Section - Sidewalks Typical Detail -
TRACKED VEHICLE WITH 10-15 PSI
3 BARS USED ON 4" WIDTH.
GROUND FORCE. SECTION E-E 4 BARS USED ON 5" WIDTH. 2 Expansion Joint at Building (EJB) 3 Abutting Curbs 4 Handicap Ramp Exp. Joint
C-4.1 N.T.S. C-4.1 N.T.S. C-4.1 N.T.S.
1 Typical Sidewalk Detail
N.T.S. Applies to walkways
C-4.1
BARRIER
CURB
TR
(T
A
Y
N
P
S
.
I
)
TION
(*)
(**)
L
C/
P M
A
R
S C C E RI A
V
P
M R A CURB
R=VARIES
GUTTER
LINE
A
Plan & Details -
9 Typical Accessible Ramps
C-4.1 N.T.S.
BALS
LC
TIE COMMON BARS
3/4" THK. EXPANSION JOINT TO DOWELS AT
w/1" POURABLE SEALANT JOINTS (EACH SIDE)
EXST. PAVING NEW PAVING
1/2" SMOOTH BARS 24" LONG @ 16" O.C. DRILLED &
SET 12" DEEP IN EPOXY
5 Butt Joint (BJ)
C-4.1 N.T.S.
"6
VARIES
SEE PLAN
7" 14"
6"
4" 7"
(*) DOWELED EXPANSION
JOINT MAY BE USED AS
ALTERNATE OF KEYWAY (SEE
SECTION E-E, STD6)
"21
(**) SEE CURB DETAILS FOR REINFORCEMENT
6" 4'-0" 6"
"6
EXP. JOINT
(SEE DETAILS)
A
B
6" 4'-0" 6"
4 '-0
"
B
GUTTER- BOTTOM
ROADWAY
A SURFACE
CURB 4'-0" 4'-0" 4'-0"
TOP OF CURB
GUTTER-
R = 6" BOTTOM
(SEE DETAIL "A")
THICKENED
SECTION
GUTTER-
BOTTOM
THICKENED
SECTION
"0-'5
NOITISNART
BRUC
ROF
FILL AS REQUIRED
7"
1.5"
12"
REMOVE EXIST. CURB
& GUTTER BOTTOM
8" CRUSHED STONE BASE OR APPROVED EQUAL
A
5'-0"
TRANSITION
FOR CURB
CURB
CONCRETE HANDICAPPED RAMP
TYPE "B"
16"
FORM AND POUR NEW CURB & GUTTER
TO PROVIDE POSITIVE SLOPE (FALL TO
CATCH BASIN)
BARRIER CURB
REMOVE 24"
BACK OF
FILL AS REQUIRED
CURB LINE
ADD ASPHALT SURFACE TO LOW 9" 12"
1/2" PREMOLDED AREA AFTER NEW CURB HAS BEEN (6" @ MEDIAN) 1"
EXPANSION MATERIAL POURED (FEATHER EDGE)
EXISTING CONCRETE
MOUNTABLE CURB ROADWAY TO REMAIN. 1.5"
12"
REMOVE EXIST. CURB
& GUTTER BOTTOM
5 F M T O T T U O R N B A T A N A R S B R I L T I E E IO R C N U C R U B RB ALLOW A MINIMUM 12" OF EXIST. 8 B " A C S R E U O S R H A E P D P S R T O O V N E E D EQUAL
W.W.F. TO REMAIN FOR PLACING NEW
CONC. PAVEMENT, LAP NEW WIRE
OVER EXISTING (TYP.)
FOR USE AT CORNER ADA RAMPS
AND DRIVEWAY APRONS
12"
FORM AND POUR NEW CURB & GUTTER
TO PROVIDE POSITIVE SLOPE (FALL TO
CATCH BASIN)
REMOVE 24"
ADD ASPHALT SURFACE TO LOW 6"
AREA AFTER NEW CURB HAS BEEN (4" @ MEDIAN)
POURED (FEATHER EDGE)
4"
EXISTING CONCRETE
ROADWAY TO REMAIN.
ALLOW A MINIMUM 12" OF EXIST.
W.W.F. TO REMAIN FOR PLACING NEW
CONC. PAVEMENT, LAP NEW WIRE
OVER EXISTING (TYP.)
Curb Transition Detail - Roadway Barrier Curb Roadway Mountable Curb
6 Mountable to Barrier 7 and Gutterbottom Construction 8 and Gutterbottom Construction
C-4.1 N.T.S. C-4.1 N.T.S. C-4.1 N.T.S.
JOB NUMBER:
DATE:
DRAWN BY
CHECKED BY:
REVISIONS
NO. DATE REVISION
SHEET TITLE:
SHEET:
OF SHEETS
STNEMEVORPMI
GNIDLIUB
LOOHCS
REWOHNESIE.D
THGIWD@
)7100-CAF-52BTI
.ON
TCEJORP(
.RD
SENIP
LLAT
0073
13107
SL
,SNAELRO
WEN
WWW.MALBROUECONSULTING.COM
MC. PROJ. No. 2025-08-012
100% CD
PAVING DETAILS
C-4.1

JOB NUMBER:
DATE:
DRAWN BY
water CHECKED BY:
REVISIONS
NO. DATE REVISION
SHEET TITLE:
SHEET:
OF SHEETS
STNEMEVORPMI
GNIDLIUB
LOOHCS
REWOHNESIE.D
THGIWD@
)7100-CAF-52BTI
.ON
TCEJORP(
.RD
SENIP
LLAT
0073
13107
SL
,SNAELRO
WEN
WWW.MALBROUECONSULTING.COM
MC. PROJ. No. 2025-08-012
100% CD
PARTIAL SITE
DEMOLITION PLANS
PARTIAL SITE PLAN
1
C-1.1 SCALE:1/16"=1'-0"
T A L L P I N E S D R
RD
KAO
LLAT
R
D
S
R
E
B
M
I
T
L
L
A
T
T A L L
P
NI E S D R
EXISTING
PLAY AREA
PARTIAL SITE PLAN
3
C-1.1 SCALE:1/16"=1'-0"
RD
KAO
LLAT
EXISTING
DUMPSTER YARD
CONCRETE
D
SIDEWALK
CONCRETE
D
SIDEWALK
ROADWAY CURB
D
AND GUTTER
EXISTING COVERED
R
CONCRETE WALKWAY
PARTIAL SITE PLAN
2
C-1.1 SCALE:1/16"=1'-0"
STRUCTURAL
R
CONCRETE
PAVING
FENCE AND
D CONCRETE
SWING GATE D
SIDEWALK
CONCRETE PAD
D UTILITY VALVE,
AND BIKE RACK R
BOX, AND
STREET SIGNAGE
CONCRETE
D
WALKWAY
CONCRETE
D
SIDEWALK
UTILITY BOX
R
ROADWAY CURB
D
AND GUTTER
CONCRETE D SIDEWALK
ROADWAY CURB
D
AND GUTTER
DC-1.1
"0-'21
"0-'02
.NIM
.NIM
REMOVE TO
NEAREST JOINT
REMOVE TO
NEAREST JOINT
"0-'01 .NIM
REMOVE TO
NEAREST JOINT
"0-'52 .NIM
REMOVE TO
NEAREST JOINT
REMOVE TO
NEAREST JOINT
40'-0"
MIN.
REMOVE TO
NEAREST JOINT
"0-'01 .NIM
CONCRETE
D
PAVING
1
5'-
0"
MI
N.
NEA
R
R
E
E
M
ST
O V
JO
E
I
T
N
O
T
"6-'91 )-/+(
REMOVE
TO JOINT
"9-'6 )-/+(