250917 LPS CO Monument Sign Add 1 Revised Drawings (25-041).pdf

REMOVE AND SALVAGE

CONCRETE PAVERS

REINSTALL SALVAGED

CONCRETE PAVERS AFTER

CONSTRUCTION TO MATCH

ORIGINAL DESIGN

INSTALL NEW MULCH

REMOVE EXISTING MULCH

AND PLANTS

REMOVE EXISTING

CONCRETE SIDEWALK

INSTALL NEW CONCRETE

SIDEWALK. ADD CONCRETE

CONTROL JOINTS ( SIMILAR

TO EXISTING) - REFER TO

B/A1.00

EXISTING FLAG POLE TO

REMAIN

REMOVE EXISTING

MONUMENT SIGN

INCLUDING BASE AND

FOUNDATION, REMOVE

ELECTRICAL JUNCTION

BOX AND LIGHT. REFER

TO ELECTRICAL10'-0"

3'-0"

8'-5"

10"

+/-R10'-0"

Ø15'-0"

R10'-0"

REMOVE AND SALVAGE

CONCRETE PAVERS

REMOVE EXISTING MULCH

AND PLANTS

REMOVE EXISTING

CONCRETE SIDEWALK

EXISTING FLAG POLE TO

REMAIN

REMOVE EXISTING

MONUMENT SIGN

INCLUDING BASE AND

FOUNDATION, REMOVE

ELECTRICAL JUNCTION

BOX AND LIGHT. REFER

TO ELECTRICAL

INSTALL NEW MONUMENT

SIGN - REFER TO A1.01

-2

'-6

LIGHTING FIXTURES.

REFER TO ELECTRICAL

FOR COORDINATION.

-2

'-6

RESTORE ALL NON-PAVED AREAS WITH 3" OF CLEAN TOPSOIL AND SEED

MIX (30% KENTUCKY BLUEGRASS, 20% PERENNIAL RYE GRASS, 50%

CREEPING RED FESCUE). PLACE MULCH IN ALL SEEDED AREAS ON

SLOPES IN EXCESS OF 10 HORIZONTAL TO 1 VERTICAL PLACE NORTH

AMERICAN GREEN DS150 MULCH BLANKET IMMEDIATELY AFTER

SEEDING. USE METAL STAPLES PER MANUFACTURERS

RECOMMENDATIONS TO HOLD MATTING IN PLACE

1. EARTHWORK AND PAVEMENT CONSTRUCTION SHALL BE

PERFORMED IN ACCORDANCE WITH THE CURRENT MDOT

STANDARD SPECIFICATIONS FOR CONSTRUCTION

2. REMOVE ANY EXISTING TOPSOIL, VEGETATION, TREES AND OTHER

DELETERIOUS MATERIALS TO EXPOSE TO THE SUBGRADE SOIL.

TREE ROOTS SHALL BE COMPLETELY REMOVED.

3. EXCAVATE TO THE DEPTH OF THE FINAL SUBGRADE ELEVATION TO

ALLOW FOR GRADE CHANGES AND THE PLACEMENT OF THE

RECOMMENDED PAVEMENT SYSTEM.

4. THE TOP 12" OF THE EXPOSED SUBGRADE SHALL BE COMPACTED

TO A DENSITY NOT LESS THAN 95% OF THE MAXIMUM DENSITY AS

DETERMINED BY THE MODIFIED PROCTOR (ASTM D 1557-91)

5. THE FINAL SUBGRADE SHALL BE THOROUGHLY PROOF ROLLED

UNDER THE OBSERVATION OF A GEOTECHNICAL/PAVEMENT

ENGINEER. LOOSE OR YIELDING AREAS WHICH CANNOT BE

MECHANICALLY STABILIZED SHALL BE REMOVED AND REPLACED

WITH ENGINEERED FILL OR AS INDICATED BY FIELD CONDITIONS,

6. THE AGGREGATE BASE SHALL BE COMPACTED TO A DENSITY NOT

LESS THAN 95% OF THE MAX. DENSITY AS DETERMINED BY THE

MODIFIED PROCTOR (ASTM D 1557-91). THE BASE SHALL EXTEND A

MIN. OF 1 FOOT BEYOND THE PAVED BASE.

7. PLACE EXPANSION JOINTS WHERE NEW CONCRETE PAVEMENT OR

WALKS ABUT BUILDING WALLS, CURB, OR EXISTING CONCRETE

PAVEMENT. PLACE JOINT SEALANT ON ALL EXPANSION JOINTS.

8. CONTRACTOR TO CONSTRUCT CONTRACTION AND EXPANSION

JOINTS IN ALL NEW CONCRETE PAVEMENT. CONTRACTION JOINTS

SHALL BE TOOLED WHERE SIDEWALKS WIDTH IS 8' OR LESS, AND

SHALL BE SPACED EQUAL TO THE WIDTH OF THE PAVEMENT, BUT

NOT MORE THAN 10' APART. PLACE EXPANSION JOINTS WITH JOINT

SEALANT AT MAX. 50" SPACING. CONTRACTOR SHALL GENERALLY

MATCH THE JOINT PATTERNS FOR CONCRETE PAVEMENT WHEN

SHOWN ON THE PLANS.

9. CONCRETE PAVEMENT SHALL MEET THE REQUIREMENTS FOR MDOT

GRADE P1 CONCRETE PER THE CURRENT MDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION.

PAVING CONSTRUCTION NOTES

RESTORATION NOTE

EXISTING CONCRETE

SIDEWALK CONTROL

JOINTS

09/17/2025 ADD 01

DEMOLITION AND

NEW WORK SITE

PLANS

A1.00

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

GRS

AMN

DCJ

KEY PLAN

09/10/2025 BIDS

Livonia Public Schools Central Office Complex Monument Sign

Livonia, Michigan

2025-041

-0

L

PS

-C

EN

TR

AL

O

FF

IC

E

CO

MP

LE

X

MO

NU

ME

NT

S

IG

N

SCALE:

NEW WORK SITE PLAN

1/2" = 1'-0"

SCALE:

DEMOLITION SITE PLAN

1/2" = 1'-0"

A A1.00

SCALE:

EXISTING SIGN

N.T.S A

A1.00

A1.01

E

G A1.01

F A1.01

SCALE:

EXISTING SIGN

N.T.S B

A1.00

ADD

ADD

09/17/2025 ADDENDUM #1

A1.00 A

A1.01 E

CAST STONE CAP COLOR A

(LIMESTONE)

GRADE LINE

EL. 100'-0"

T.O. MASONRY

EL. 102'-0"

SCALE:

ELEVATION

3/4" = 1'-0" F

B

7'- 0"

2'- 0"

CAST STONE CAP COLOR B (BLUE

STAIN)

3'- 0 1

/2" 1'-

0"

BASE BID : STONE SIGN (WHITE)

A1 ALTERNATE : EPS

FOAMCORE SPRAYED WITH

POLY ARMOR HARD COAT

5 1 /4"

5 1 /4"

3 1 /2"

DUAL SIDED

EMBOSSED CUSTOM DISTRICT

LOGO (BOTH SIDES)

2'- 0 1

/4"

1"

4"

BRICK VENEER (BR-1)

4 3 /8"

3 5 /8"

2" 2"

2"

1"

TYP.

1"

1" DEEP EXTENDED LETTERS

FROM FACE OF SIGN (BLUE)

DIMENSIONAL LETTERS (BLUE

TO MATCH BR-2)

GLAZED BLUE BRICK (BR-2)

A1.01 H

8'-7 1/2"

CAST STONE CURVED TOP (BLUE

STAIN)

1 5 /8"

JUNCTION BOX. REFER TO

ELECTRICAL FOR COORDINATION.

5 1 /4"

2"

TYP.

1"

TYP.

SECTION

E

A1.01

3'-0"

3'- 6"

M

IN

IM

UM

J

REINFORCED CONCRETE

FOOTING

(3) #5 BARS TOP & BOTTOM

STONE SIGN

ATTACHMENT REQUIREMENTS

PER SIGN MANUFACTURER

2'- 0"

STONE CURVED TOP (BLUE

STAIN)

PLAN SECTION

A

PLAN SECTION

B

10'-4"

1'-

10'-5 1/2"

2'- 2"

1'-

2"

2"

CAST STONE TOP-

COLOR A (LIMESTONE)

LINE OF BRICK

WALL BELOW

10'-9 1/2"

1"1"

BRICK VENEER (BR-1)

12" CMU

#5 AT 24" O.C.

TOP VIEW

C

STONE TOP-

COLOR B (BLUE STAIN)

8'-3" 2'-2"

2'- 2"

1'- 0"

SLOPED CAST STONE TOP-

COLOR A (LIMESTONE) MIN. 12"

WASH

1'-10"

JUNCTION BOX. REFER TO

ELECTRICAL FOR

COORDINATION.

JUNCTION BOX. REFER TO

ELECTRICAL FOR

COORDINATION.

JUNCTION BOX. REFER TO

ELECTRICAL FOR

COORDINATION.

LINE OF SIGN BELOW

SECTION DETAIL

1" = 1'-0"

CAVITY WALL DRAINAGE SYSTEM

LAMINATED SHEET FLASHING

OPEN HEAD WEEP JOINT

DAMPPROOFING - EXTEND 4" BELOW

BRICK LEDGE

GROUT CAVITY SOLID

GROUT SOLID BELOW FLASHING

BRICK VENEER (BR-1) ON CMU BACK UP

W/ BRICK TIES

ADHESIVE-SET MEMBRANE FLASHING

CAST STONE CAP (COLOR A)

3/8" DIA STAINLESS STEEL ROD TIES (2)

PER PIECE OF CAP GROUT INTO CAP &

WALL. PROVIDE SEALANT AT FLASHING

PENETRATIONS

BACKER ROD AND SEALANT, TYP.

#5 AT 24" O.C. DOWEL. EXTEND

FULL HEIGHT, GROUT

REINFORCED CORE SOLID

DRIP EDGE

2'-0"

2"

4 5/8"1" 1 1/2" 11 5/8" 4 5/8" 1"1 1/2"

4"

DESIGN PERSPECTIVE FOR REFERENCE

N.T.S.

D

H

3' 6"

M

IN

IM

UM

2'- 0"

REINFORCED CONCRETE

FOOTING

(3) #5 BARS TOP & BOTTOM

4x4 GALV. TUBE STEEL FOR

SIGN SUPPORT BY SIGN

CONTRACTOR

J A1.01

BOND BEAM W/

2 - #5 CONTINUOUS

HORIZONTAL JOINT

REINFORCING AT 16"

O.C. VERTICALLY

#5 VERTICAL AT EACH

CORNER

SEALANT & BACKER ROD

EACH SIDE

BRICK VENEER ON 6" CMU,

SOLID GROUT CAVITY

SPACE FOR COMPOSITE

MASONRY WALL

ADHESIVE- SET

MEMBRANE FLASHING

A1 ALTERNATE

G

3'-0"

3'- 6"

M

IN

IM

UM

REINFORCED CONCRETE

FOOTING

(3) #5 BARS TOP & BOTTOM

EPS FOAMCORE SPRAYED

WITH POLY ARMOR HARD COAT

ATTACHMENT REQUIREMENTS

PER SIGN MANUFACTURER

(WHITE FINISH)

2'- 0"

EPS FOAMCORE SPRAYED

WITH POLY ARMOR HARD COAT

CURVED TOP (BLUE)

MONUMENT COLOR FINISH SCHEDULE

ITEM COLOR#

1. SHERWIN WILLIAMS SW 6804 DIGNITY BLUE

2.

DIMENSIONAL LETTERS

3.

GLAZED BRICK ELGIN BUTLER #2200A COBALT BLUE

BRICK VENEER BELDEN BRICK - GARDEN BLEND (VERIFY - TO MATCH EXISTING)

KEY PLAN

09/17/2025 ADD 01

SITE DETAILS

A1.01

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

GRS

AMN

DCJ

KEY PLAN

09/10/2025 BIDS

Livonia Public Schools Central Office Complex Monument Sign

Livonia, Michigan

2025-041

-0

L

PS

-C

EN

TR

AL

O

FF

IC

E

CO

MP

LE

X

MO

NU

ME

NT

S

IG

N

D, E A1.01

D, E A1.01

ADD

ADD

ADD

ADD

ADD

ADD

ADD

ADD

ADD

S2.00

1SECTION

S2.00

2WALL REINFORCING DETAIL

TYPICAL

S2.00

MASONRY CONSTRUCTION DETAIL

S2.00

REINFORCED

G E N E R A L N O T E S

GENERAL CONDITIONS

1. IF ANY GENERAL NOTE CONFLICTS WITH ANY DETAIL OR NOTE ON THE PLANS

OR IN THE SPECIFICATIONS, THE STRICTEST PROVISION SHALL GOVERN.

2. THE STRUCTURAL DRAWINGS ARE FOR THE PLACEMENT AND SIZE OF STRUCTURAL

COMPONENTS ONLY. O.S.H.A., LOCAL GOVERNMENT CODES AND SAFETY CODE

REQUIREMENTS SHALL BE ADHERED TO BY THE CONTRACTOR.

3. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER IT IS

FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO

DETERMINE ERECTION PROCEDURE AND SEQUENCE, AND TO ENSURE THE SAFETY

OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION. THIS

INCLUDES PROVIDING TEMPORARY BRACING, SHORING, GUYS OR TIE- DOWNS.

THESE TEMPORARY SUPPORTS WILL REMAIN IN PLACE UNTIL ALL STRUCTURAL

COMPONENTS ARE IN PLACE AND COMPLETED.

4. USE OF ENGINEERING DRAWINGS AS ERECTION DRAWINGS BY THE CONTRACTOR

IS STRICTLY PROHIBITED. DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS

ARE FOR REFERENCE ONLY AND SHOULD NOT BE USED FOR BUILDING LAYOUT AND

LOCATION. SEE ARCHITECTURAL DRAWINGS AND SITE PLAN FOR THESE PURPOSES.

5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AT THE RATE OF NO MORE

THAN 80 DRAWINGS PER WEEK. THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF

SHOP DRAWINGS PRIOR TO SUBMITTAL. THE CONTRACTOR SHALL CHECK SHOP

DRAWINGS PRIOR TO SUBMITTAL AND IS SOLELY RESPONSIBLE FOR ERRORS &

OMISSION IN THE PREPARATION OF SHOP DRAWINGS TO CONFORM TO THE DESIGN

DRAWINGS. SUBMIT ELECTRONIC SHOP DRAWINGS FOR ENGINEER REVIEW.

6. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL RELEVANT DIMENSIONS

AND ELEVATIONS FOR EQUIPMENT INSTALLATIONS AGAINST PURCHASED

MANUFACTURER'S CERTIFIED EQUIPMENT DRAWINGS. DIMENSIONS THAT DEPEND

UPON SPECIFIC EQUIPMENT SUCH AS ELEVATOR OPENINGS, MECHANICAL

EQUIPMENT SUPPORTS, ETC. SHALL BE COORDINATED BY THE CONTRACTOR PRIOR

TO SUBMITTAL TO THE ARCHITECT/ENGINEER. SUCH DIMENSIONS SHALL BE

PROVIDED ON THE SHOP DRAWINGS BY THE CONTRACTOR PRIOR TO SUBMITTAL TO

THE ARCHITECT/ENGINEER.

EXISTING CONDITIONS

1. VERIFY ALL EXISTING ASSUMED DIMENSIONS AND CONDITIONS (I.E. EXISTING

MATERIALS; FRAMING MEMBER SIZES AND LOCATIONS; METHODS OF

CONSTRUCTION; ETC.) AT THE SITE PRIOR TO CONSTRUCTION AND FABRICATION.

IF DISCREPANCIES ARE FOUND, NOTIFY ARCHITECT BEFORE PROCEEDING WITH

WORK.

FOUNDATIONS

1. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL WITH AN ASSUMED SAFE BEARING

CAPACITY OF 2000 P.S.F. IF SOIL OF THIS CAPACITY IS NOT FOUND AT THE

ELEVATIONS INDICATED, FOOTINGS SHALL BE ENLARGED OR LOWERED AT THE

DIRECTION OF THE ARCHITECT. VERIFY FOUNDATION SOIL BEARING PRESSURE IN

FIELD BY SOILS ENGINEER.

2. PROVIDE NECESSARY SHEETING SHORING BRACING, ETC. AS REQUIRED DURING

EXCAVATIONS TO PROTECT SIDES OF EXCAVATIONS.

3. COMPLY FULLY WITH REQUIREMENTS OF OSHA AND OTHER REGULATORY

AGENCIES FOR SAFETY PROVISIONS.

CONCRETE

1. MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I. @ 28 DAYS, U.O.N.;

SLABS SHALL BE 3500 P.S.I. MIN. U.O.N. EXPOSED CONCRETE SHALL BE 4000 PSI

WITH 6% + 1% ENTRAINED AIR U.O.N.

3. ALL CONCRETE WORK AND PLACEMENT SHALL CONFORM TO THE LATEST

RECOMMENDATIONS OF A.C.I.

4. ALL REINFORCING BARS, DOWELS AND TIES SHALL CONFORM TO A.S.T.M. A615

GRADE 60. REINFORCING STEEL SHALL BE CONTINUOUS AND SHALL HAVE

MINIMUM 36 BAR DIAMETER LAP AND BE FABRICATED AND PLACED IN

ACCORDANCE WITH A.C.I. - 315 LATEST EDITION.

5. REINFORCED CONCRETE WALL FOOTINGS SHALL HAVE CORNER BARS

AT ALL INTERSECTIONS OF THE SAME SIZE AND SPACING AS THE MAIN

HORIZONTAL REINFORCING.

6. CONCRETE CONTRACTOR SHALL INCLUDE IN HIS COST ADDITIONAL CONCRETE

QUANTITY AS REQUIRED TO COMPENSATE FOR DEFLECTIONS OF METAL DECK AND

UNSHORED COMPOSITE BEAMS AND TO PROVIDE A LEVEL CONCRETE SURFACE.

7. FIELD AND SHOP TESTING OF CONCRETE WORK SHALL INCLUDE INSPECTION OF

REINFORCING STEEL PLACEMENT, REBARS, NUMBER, LOCATION, AND LAP SPLICE

LENGTH.

8. PROVIDE DOWELS INTO FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL

REINFORCEMENT AT ALL COLUMNS AND WALLS, UNLESS OTHERWISE NOTED.

MASONRY

9. UNLESS OTHERWISE SHOWN, PROVIDE THE FOLLOWING COVER FOR

REINFORCING STEEL:

A. UNFORMED SURFACES IN CONTACT WITH EARTH -3 IN.

B. UNFORMED SURFACES OVER MOISTURE BARRIERS -2 IN.

C. FORMED SURFACES EXPOSED TO EARTH OR WEATHER

OR WATER PROOFING/DAMP PROOFING

#6 OR LARGER -2 IN.

#5 OR SMALLER -1 1/2 IN.

D. FORMED SURFACES NOT EXPOSED TO EARTH

OR WEATHER

SLABS AND WALLS -3/4 IN.

COLUMNS -1 1/2 IN.

BEAMS AND GIRDERS -1 1/2 IN.

1. THE MASONRY PORTIONS OF THIS STRUCTURE ARE DESIGNED ACCORDING TO THE

LATEST ALLOWABLE STRESS DESIGN PROVISIONS OF THE MASONRY STANDARDS JOINT

COMMITTEE (MSJC) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

(ACI 530/ASCE 602) INCLUDING SECTIONS 2106 AND 2107 OF CHAPTER 21 IN THE

MICHIGAN BUILDING CODE. MASONRY COMPONENTS HAVE BEEN

DESIGNED ACCORDING TO THE PROVISIONS FOR SEISMIC DESIGN CATEGORY B.

2. ALL STRUCTURAL MASONRY IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE

LATEST MASONRY STANDARDS JOINT COMMITTEE (MSJC) BUILDING CODE

REQUIREMENTS FOR MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 5) AND

SPECIFICATIONS FOR MASONRY STRUCTURES (TMS 602/ACI 530.1/ASCE 6)

MASONRY SUBMITTALS ARE REQUIRED BY ACI 530.1/ASCE 6/TMS 602. SECTION 1.5

MASONRY TESTING AND INSPECTIONS ARE REQUIRED BY ACI 530.1/ASCE 6/TMS 602

SECTION 1.6, TABLE 5.

3. ALL STRUCTURAL MASONRY HAS BEEN ENGINEERED IN ACCORDANCE WITH

CHAPTER 2 ALLOWABLE STRENGTH DESIGN. COMPRESSION STRENGTH SHALL BE

DETERMINED ACCORDING TO THE UNIT STRENGTH METHOD FOR CONCRETE

MASONRY MSJC SECTION 1.4. B.2.b.

4. ALL BLOCK SHALL CONFORM TO ASTM C90, TYPE I, WITH A MINIMUM UNIT NET

AREA COMPRESSIVE STRENGTH OF 2000 PSI.

5. MASONRY COMPRESSIVE STRENGTH f'm = 2000 PSI MINIMUM.

6. MORTAR SHALL BE TYPE "S" (1800 PSI) CONFORMING TO ASTM C-270.

USE MORTAR CEMENT WHERE EXTERIOR WALLS ARE UNREINFORCED.

7. PROVIDE HORIZONTAL WIRE TYPE REINFORCING WITH 9 GAUGE SIDE AND CROSS

MEMBERS IN EVERY SECOND COURSE (16" O.C.), IN ALL MASONRY WALLS. WALLS

WITH VERTICAL REINFORCING SHALL ONLY HAVE "LADDER" TYPE REINFORCING.

8. ALL REINFORCING BARS, DOWELS AND TIES SHALL CONFORM TO A.S.T.M. A615

GRADE 60. REINFORCING STEEL SHALL BE CONTINUOUS, FABRICATED AND

PLACED IN ACCORDANCE WITH A.C.I. - 315 LATEST EDITION AND HAVE THE

FOLLOWING MINIMUM LAP LENGTHS:

BAR SIZE 8" CMU 12" CMU

#3 18" 18" #4 24" 24" #5 30" 30" #6 38" 36" #7 42"

#8 PROVIDE MECH. SPLICE

9. ALL MASONRY BELOW GRADE SHALL BE GROUTED SOLID.

10. MASONRY GROUT SHALL CONFORM TO ASTM C 476, WITH PEA GRAVEL

AGGREGATE AND A MINIMUM STRENGTH OF 2000 PSI, BUT NOT LESS THAN

SPECIFIED f'm.

11. PROVIDE DOWELS INTO FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL

REINFORCEMENT AT ALL COLUMNS AND WALLS, UNLESS OTHERWISE NOTED.

2. FLYASH OR GROUND GRANULATED BLAST FURNACE SLAG MAY BE SUBSTITUTED UP TO

25% MAXIMUM OF MIX DESIGN CEMENT CONTENT IN NON-EXPOSED CONCRETE MIXES.

DO NOT USE IN EXPOSED MIX DESIGNS.

SPECIAL INSPECTION

INSPECTION OF FABRICATOR'S (SEC. 1704.2.5) *

FABRICATION AND IMPLEMENTATION PROCEDURES 1704.2.5.1

*SPECIAL INSPECTION IS NOT REQUIRED FOR FABRICATOR SHOP IF CERTIFICATE

OF APPROVAL SUBMITTED BY FABRICATOR'S INSPECTION AGENCY PER

EXCEPTION 1704.2.5.1

1. WORK CONSTRUCTED SHALL BE INSPECTED BY AN INDEPENDENT TESTING

AGENCY TO ENSURE COMPLIANCE WITH THE REQUIREMENTS SHOWN ON THE

DRAWINGS. INSPECTIONS REQUIRED BY CHAPTER 17 OF THE MICHIGAN

BUILDING CODE; LOCAL BUILDING DEPARTMENTS AND THE CONTRACT

DOCUMENTS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY. SITE

VISITS BY THE DESIGN ENGINEER DO NOT CONSTITUTE OR REPLACE INSPECTION

2. THE FOLLOWING ITEMS SHALL BE INSPECTED IN ACCORDANCE WITH MBC 2021 SEC.

1704 & 1705 BY A CERTIFIED SPECIAL INSPECTOR UNLESS NOTED OTHERWISE IN

REMARKS COLUMN. ALL INSPECTION SHALL BE CONTINUOUS UNLESS

OTHERWISE NOTED. ALL PRODUCTS WITH ICC APPROVALS SHALL BE INSTALLED

PER THE APPROVAL AND PER MANUFACTURER'S RECOMMENDATIONS. FOR

MATERIAL TESTING REQUIREMENTS, SEE SPECIFICATIONS AND/OR GENERAL

NOTES. TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND

INSPECTION REPORTS DIRECTLY TO THE ARCHITECT.

A. PROVIDE 3000 P.S.I. 28-DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.58

MAXIMUM (NON-AIR-ENTRAINED), 5.0 BAG CEMENT MIX FOR ALL FOUNDATION

WORK UNLESS NOTED OTHERWISE.

B. PROVIDE 3500 P.S.I. 28-DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.53

MAXIMUM (NON-AIR-ENTRAINED), 5.5 BAG CEMENT MIX FOR ALL INTERIOR

SLABS UNLESS NOTED OTHERWISE.

C. PROVIDE 4000 P.S.I. 28-DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.45

MAXIMUM (AIR-ENTRAINED), 6.0 BAG CEMENT MIX FOR ALL EXTERIOR

CONCRETE UNLESS NOTED OTHERWISE.

7. PRE-MANUFACTURED ITEMS SUCH AS CANOPIES, AWNINGS, SUNSHADES, ETC.

SHALL BE DESIGNED BY SUPPLIER. SUPPLIER SHALL SUBMIT SIGNED AND SEALED

OF MICHIGAN FOR RECORD TO ARCHITECT. SHOP DRAWINGS SHALL INDICATE ALL

DESIGN LOADS AND INCLUDE ALL CONNECTIONS AND MATERIAL NECESSARY FOR

INSTALLATION OF PRE-MANUFACTURED ITEMS.

SHOP DRAWINGS AND CALCULATIONS BY A REGISTERED ENGINEER IN THE STATE

VERIFICATION AND INSPECTION TASK CONTINUOUS SPECIAL INSPECTION

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE

ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH

AND HAVE REACHED PROPER MATERIAL.

3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED

FILL MATERIALS.

4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT

THICKNESSES DURING PLACEMENT AND COMPACTION OF

X

X

TABLE 1705.6

REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS

COMPACTED FILL.

5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE

AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.

X

X

X

NOT

APPLICABLE

MINIMUM TESTS

VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED

TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 B.1.b.3

FOR SELF-CONSOLIDATING GROUT

VERIFICATION OF f' AND f' IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4B

PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE

ACCm

MINIMUM INSPECTION

CONTINUOUS PERIODIC

INSPECTION TASK

FREQUENCY (a) REFERENCE FOR CRITERIA

NOT

APPLICABLE

TMS 402/ACI

530/ASCE 5

TMS 602/ACI

530.1/ASCE 6

1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS

2. AS MASONRY CONCSTRUCTION BEGINS, VERIFY THAT THE

FOLLOWING ARE IN COMPLIANCE:

a. PROPORTIONS OF SITE-PREPARED MORTAR.

b. CONSTRUCTION OF MORTAR JOINTS.

c. GRADE AND SIZE OF PRESTRESSING TENDONS AND

ANCHORAGES.

d. LOCATION OF REINFORCEMENT, CONNECTORS, PRESTRESSING TENDONS AND ANCHORAGES.

e. PRESTRESSING TECHNIQUE.

f. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY

X ART. 1.5

X ART. 2.1, 2.6A

X ART. 3.3B

X

ART. 2.4B,

2.4H

X

ART. 3.4,

3.6A

X ART. 3.6B

X(b) X(c) ART. 2.1C

3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN

COMPLIANCE:

a. GROUT SPACE

b. GRADE, TYPE AND SIZE OF REINFORCEMENT AND ANCHOR

BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGES

d. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING

GROUT FOR BONDED TENDONS.

X

ART. 3.2D,

3.2F

X ART. 2.4, 3.4

c. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND

PRESTRESSING TENDONS AND ANCHORAGES

X

ART. 3.2E,

3.4, 3.6A

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

4. VERIFY DURING CONSTRUCTION:

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

c. WELDING OF REINFORCEMENT

SEC. 2.1.7.7.2,

3.3.3.4(c), 8.3.3.4(b), X

d. PREPARATION, CONSTRUCTION, AND PROTECTION OF

MASONRY DURING COLD WEATHER (TEMPERATURE BELOW

40°F (4.4°C) OR HOT WEATHER (TEMPERATURE ABOVE

90°F (32.2°C)

e. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE

X

ART. 1.8C,

1.8D

X ART. 3.6B

f. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR

BONDED TENDONS IS IN COMPLIANCE

X ART. 3.5, 3.6C

g. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION

OF THIN-BED MORTAR JOINTS

X ART. 3.3 B.8(b) X(c)

5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR

SPECIMENS, AND/OR PRISMS

ART. 1.4 B.2.a.3,

1.4 B.2.b.3,

1.4 B.2.c.3,

1.4 B.3, 1.4 B.4

X

(a). FREQUENCY REFERS TO THE FREQUENCY OF INSPECTION, WHICH MAY BE CONTINUOUS DURING THE TASK LISTED

OR PERIODICALLY DURING THE LISTED TASK, AS DEFINED IN THE TABLE.

(b). REQUIRED FOR THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF ACC MASONRY.

(c). REQUIRED AFTER THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF ACC MASONRY.

X ART. 3.3F

X

SEC. 1.16.4.3,

1.17.1

AND INSPECTION OF MASONRY CONSTRUCTION (LEVEL B QUALITY ASSURANCE)

-1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING

TENDONS, AND VERIFY PLACEMENT.

2. REINFORCING BAR WELDING:

X

X

ACI 318 CH. 20, 25.2,

REFERENCED

AWS D1.4

STANDARD

ACI 318: 26.6.4

1908.4

IBC

REFERENCE

TABLE 1705.3

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

TYPE

NOT

APPLICABLE

CONTINUOUS

SPECIAL

INSPECTION

PERIODIC

SPECIAL

INSPECTION

a

25.3, 26.6.1-26.6.3

a. VERIFY WELDABILITY OF REINFORCING BARS

OTHER THAN ASTM A706;

b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM

5/16" AND

c. INSPECT ALL OTHER WELDS.

- X -x - -

3. INSPECT ANCHORS CAST IN CONCRETE - X ACI 318: 17.8.2- -

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED

X -

CONCRETE MEMBERS.b

a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY

OR UPWARDLY INCLINED ORIENTATIONS TO RESIST

SUSTAINED TENTION LOADS.

b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a.

- X

ACI 318: 17.8.2.4

ACI 318: 17.8.2

5. VERIFY USE OF REQUIRED DESIGN MIX. - X - 1904.1, 1904.2,ACI 318: CH.19.

26.4.3, 26.4.4 1908.2, 1908.3

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS

FOR STRENGTH TESTS, PERFORM SLUMP AND AIR

CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF

THE CONCRETE

X - -

ASTM C172

ASTM C31 1908.10

ACI 318: 26.4,26.12

7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR

PROPER APPLICATION TECHNIQUES.

X - - ACI 318: 26.5

1908.6, 1908.7, 2908.8

8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE

AND TECHNIQUES.

- X - ACI 318: 26.5.3-26.5.5 1908.9

9. INSPECT PRESTRESSED CONCRETE FOR:

a. APPLICATION OF PRESTRESSING FORCES; AND

b. GROUTING OF BONDED PRESTRESSING TENDONS.

X - -

X - -

ACI 318: 26.10 -

10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. - X - ACI 318: CH. 26.8 -

11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESS-

ING OF TENDONS IN POST-TENSIONED CONCRETE AND

PRIOR TO REMOVAL OF SHORES AND FORMS FROM

BEAMS AND STRUCTURAL SLABS.

- X - ACI 318: 26.11.2 -

12. INSPECT FORMWORK FOR SHAPE, LOCATION AND

DIMENSIONS OF THE CONCRETE MEMBER BEING

FORMED.

- X - ACI 318: 26.11.1.2(b) -

FOR SI: 1 INCH = 25.4 MM

a. WHERE APPLICABLE, SEE ALSO SECTION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.

b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE

BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.

PERIODIC SPECIAL INSPECTION

REQUIRED VERIFICATION

SPECIAL INSPECTION(CONT.)

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

RC

TS

TS

KEY PLAN

hymanski Associates

S T R U C T U R A L E N G I N E E R S

, L.L.C.

Livonia, Michigan 48154 fx.ph.

33426 Five Mile Rd.

S

734.855.4809734.855.4810 email@sastructuralengineers.com

09/10/2025 BIDS

Livonia Public Schools Central Office Complex Monument Sign

Livonia, Michigan

2025-041

-0

L

PS

-C

EN

TR

AL

O

FF

IC

E

CO

MP

LE

X

MO

NU

ME

NT

S

IG

N

09/17/2025 ADDENDUM #1

FOUNDATION PLAN

FOUNDATION PLAN

X

(E)LP-A2

(E)TIMER

GENERAL DEMOLITION NOTES

A

THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL

EXTENT OF WORK TO BE PERFORMED. THE EXACT EXTENT OF

DEMOLITION SHALL BE DETERMINED BY THE NEW WORK.

B

ANY INTERRUPTIONS OF EXISTING SERVICES AND/OR EQUIPMENT SHALL

BE PERFORMED AT A TIME APPROVED IN ADVANCE BY OWNER'S

REPRESENTATIVE SO AS NOT TO INTERFERE WITH THE PRESENT

BUILDING'S OPERATION.

C

PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR SHALL VISIT THE

SITE AND BECOME FAMILIAR WITH EXISTING SITE CONDITIONS,

SYSTEMS, AND UTILITIES. NOTIFY DESIGN PROFESSIONAL OF ANY

INTERFERENCES OR DISCREPANCIES.

D

ALL ITEMS INDICATED WITH CROSS-HATCHING SHALL BE REMOVED

COMPLETELY WITH ALL RELATED ITEMS INCLUDING HANGERS,

SUPPORTS, INSULATION, CONTROLS, ETC. CAP ALL OPEN-ENDED PIPES

AND DUCTS.

E

THE OWNER SHALL HAVE FIRST RIGHT OF REFUSAL ON ALL EQUIPMENT

BEING REMOVED. ALL ITEMS REMOVED SHALL BE LEGALLY DISPOSED OF.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING

RELOCATED AND OWNER-PROVIDED EQUIPMENT.

F

VERIFY DEPTH, SIZE, LOCATIONS, AND CONDITIONS OF EXISTING

UTILITIES IN THE FIELD. INCLUDING POINTS OF CONNECTION PRIOR TO

STARTING WORK.

G

ALL ITEMS ON DEMOLITION PLAN SHALL BE CONSIDERED EXISTING

UNLESS OTHERWISE NOTED. ALL WORK INDICATED ON PLANS HAS BEEN

LOCATED PER EXISTING DRAWINGS AND/OR FIELD OBSERVATION AND

REQUIRES FIELD VERIFICATION.

H

ALL EXISTING WORK TO REMAIN SHALL BE PROTECTED FROM DAMAGE.

WHERE DUCT WORK PIPE INSULATION HAS BEEN DAMAGED DURING

DEMOLITION, THE CONTRACTOR SHALL REPAIR INSULATION AS

REQUIRED TO MATCH EXISTING.

DEMOLITION KEYED NOTES

SIGN BEING REMOVED COMPLETE BY OTHERS. ELECTRICAL CONTRACTOR

SHALL DISCONNECT AND MAKE SAFE. PROTECT CONDUIT AND WIRING.

PREPARE TO RE-USE CIRCUIT. REFER TO NEW WORK PLANS FOR

FURTHER INFORMATION.

JUNCTION BOX AND ALL ASSOCIATED COMPONENTS SHALL BE REMOVED

COMPLETE. DISCONNECT ALL CIRCUITS AND MAKE SAFE. PROTECT

CONDUIT AND WIRING AND PREPARE TO RE-WORK CONDUIT AND

INSTALL HAND HOLE AND NEW JUNCTION BOX. REFER TO NEW WORK

PLANS FOR FURTHER INFORMATION.

3 FLAG POLE LIGHT AND ALL ASSOCIATED COMPONENTS SHALL BE

REMOVED COMPLETE.

X

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

BIDS 08-22-2025

MPH

TJO

TJO

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

UNIFIED BUILDING

SYSTEMS ENGINEERING

UBS PROJECT 029.25.14

69 S. GRATIOT AVE.

MT. CLEMENS, MI 48043

ELECTRICAL SITE

DEMOLITION PLAN

ESD1.00

SCALE:

ELECTRICAL SITE DEMOLITION PLAN

1/16" = 1'-0"

Livonia Public Schools Central Office Complex Monument Sign

Livonia, Michigan

2025-041

-0

L

PS

-C

EN

TR

AL

O

FF

IC

E

CO

MP

LE

X

MO

NU

ME

NT

S

IG

N

09/10/2025 BIDS

X

(E)LP-A2

(E)TIMER

A

A

B

B

3 2

SITE PLAN GENERAL NOTES

A

FIELD VERIFY LOCATIONS OF EXISTING UNDERGROUND SERVICES TO

COORDINATE ALL POLE BASE LOCATIONS AND UNDERGROUND SERVICES

BEING INSTALLED UNDER THIS CONTRACT WITH CIVIL DRAWINGS PRIOR

TO INSTALLATION OF POLE BASES AND CONDUIT.

B

ALL THREE PHASE WIRES, NEUTRAL, AND GROUND SHALL BE RUN TO

LAST LIGHTING FIXTURE AND CAPPED FOR FUTURE EXPANSION.

C

ANY 120 VOLT BRANCH CIRCUIT FEEDER LONGER THAN 75'-0" TO LAST

DEVICE SHALL BE SIZED TO THE NEXT LARGER STANDARD AWG SIZE. E.C.

SHALL FIELD VERIFY ALL LENGTHS OF FEEDERS.

D ALL ELECTRICAL DEVICES ON THIS SHEET SHALL BE NEW UNLESS

OTHERWISE NOTED.

NEW WORK KEYED NOTES

PROVIDE NEW 12"H X 12"W X 6"D WEATHERPROOF JUNCTION BOX WITH

BACK PLATE AND REMOVABLE FRONT COVER. JUNCTION BOX IS TO BE

SURFACE MOUNTED TO THE MASONRY BASE OF THE SIGN. REWORK

EXISTING TO REMAIN CONDUIT AND WIRING AS REQUIRED. ALL

CONDUIT SHALL BE NEW.

GROUND MOUNTED LIGHT FOR MONUMENT SIGN. RE-USE A CIRCUIT AS

A RESULT OF DEMOLITION WORK. UPDATE PANEL SCHEDULE. REFER TO

LUMINAIRE SCHEDULE FOR FIXTURE TYPE. REFER TO ELECTRICAL

DETAILS FOR FURTHER INFORMATION ON INSTALLATION AND

MOUNTING.

GROUND MOUNTED LIGHT FOR FLAG POLE. RE-USE A CIRCUIT AS A

RESULT OF DEMOLITION WORK. UPDATE PANEL SCHEDULE. REFER TO

LUMINAIRE SCHEDULE FOR FIXTURE TYPE. REFER TO ELECTRICAL

DETAILS FOR FURTHER INFORMATION ON INSTALLATION AND

MOUNTING.

PROVIDE NEW HAND HOLE. EXTEND CONDUIT(S) AND WIRING FROM

HAND HOLE TO NEW JUNCTION BOX MOUNTED ON BACK OF SIGN.

RECONNECT ALL EXISTING TO REMAIN CIRCUITS, MATCH EXISTING

WIRING SIZE(S).

X

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

MPH

TJO

TJO

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

UNIFIED BUILDING

SYSTEMS ENGINEERING

UBS PROJECT 029.25.14

69 S. GRATIOT AVE.

MT. CLEMENS, MI 48043

ELECTRICAL SITE NEW

WORK PLAN

ES1.00

SCALE:

ELECTRICAL SITE NEW WORK PLAN

1/16" = 1'-0"

Livonia Public Schools Central Office Complex Monument Sign

Livonia, Michigan

2025-041

-0

L

PS

-C

EN

TR

AL

O

FF

IC

E

CO

MP

LE

X

MO

NU

ME

NT

S

IG

N

FLOOD LIGHTING BASE DETAIL

NO SCALE

REINFORCED ROUND

CONCRETE BASE

(3)#4 WITH #3 TIES

AT 12" O.C.

CONDUIT COUPLING

SCHED. 40 PVC

ENCASE STANCHION IN

CONCRETE BASE OVER

TOP OF CONDUITS

FINISH GRADE

CHAMFER

FLOOD LIGHT HOUSING

ADJUSTABLE KNUCKLE AND

ACCESS COVER CONNECTION

4"

3'-6" DEPTH MINIMUM

12" ROUND

C

(E)INTERMATIC 24-HOUR DIGITAL TIMER

(LOCATED IN BASEMENT NEXT TO PANEL LP-A2)

LIGHTING CONTACTOR

SQUARE D MODEL 8910DPA34V02 OR EQUIVALENT

120VAC COIL, (4) N.O. 575VAC RATED CONTACTS

LP-A2-19

SEQUENCE OF OPERATION:

NORMAL CONDITIONS - UNDER NORMAL CONDITIONS, THE CONTACTOR COIL IS DE-ENERGIZED AND

THE CONTACTS ARE OPEN. THE LIGHTS ARE NOT ON.

ACTIVATION - UPON THE INTERMATIC 24-HOUR DIGITAL TIMER ACTIVATING THE CONTACTOR COIL ENERGIZES AND ALL OF THE ASSOCIATED CONTACTS IN THE CONTACTOR ARE CLOSED TURNING THE

LIGHTS ON.

CONTACT STATUS IS SHOWN

WITH THE COIL DE-ENERGIZED (TYPICAL)

T1

T2

T3

LIGHTING CONTACTOR

NO SCALE

T4L4

L3

L2

L1

T

LP-A2-X

LP-A2-X

LP-A2-X

LP-A2-X (E) POLE LIGHTS

MONUMENT SIGN GROUND LIGHTS

FLAG POLE GROUND LIGHTS

SPARE

JUNCTION BOX BACK PLATE DETAIL

NO SCALE

LIGHTING CONTACTORFUSE HOLDER

BUSSMANN BMM603-1SQ OR EQUIVELANT

WITH FUSES AND SAFTEY PULLER

(E)CIRCUITS FROM LP-A2 LOAD WIRING

12"H X 12"W X 6"D SURFACE MOUNTED WEATHERPROOF

JUNCTION BOX WITH REMOVEABLE COVER

GRADE LINE

12"H X 12"W X 6"D SURFACE MOUNTED WEATHERPROOF

JUNCTION BOX WITH REMOVEABLE COVER

GRADE LINE

CONDUITS

54" 54"

MONUMENT SIGN BACK DETAIL

NO SCALE

MONUMENT SIGN SIDE DETAIL

NO SCALE

FLAG POLE DETAIL

NO SCALE

30"

30"

FLAG POLE

ELECTRICAL DETAILS

E5.00

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

MPH

TJO

TJO

2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

248.656.1377

UNIFIED BUILDING

SYSTEMS ENGINEERING

UBS PROJECT 029.25.14

69 S. GRATIOT AVE.

MT. CLEMENS, MI 48043

Livonia Public Schools Central Office Complex Monument Sign

Livonia, Michigan

2025-041

-0

L

PS

-C

EN

TR

AL

O

FF

IC

E

CO

MP

LE

X

MO

NU

ME

NT

S

IG

N