2025 06 05 Post Bid Addendum 1 drawings.pdf

PDF 10 MB Posted Jun 11, 2025

Attached to: GRCC LRC Trades (Repost) - WC 09C, 14A, and 28B
Solicitation number: RFP #2425-6162
Issued by: Kent County, Michigan

About this file

Written by GovTribe AI · Jun 18, 2025

The documents are part of the bid package for the Grand Rapids Community College (GRCC) Learning Resource Center Renovation and Addition project located at 140 Ransom Ave. NE, Grand Rapids, Michigan. The project involves site demolition, clearing, landscape design, and site layout for a comprehensive renovation and expansion of the learning center, with detailed plans for site grading, utility modifications, erosion control, and landscaping. The documents include site demolition and SESC (Soil Erosion and Sedimentation Control) plans, site layout plans, landscape plans, and site details across multiple sheets dated May 29, 2025 and June 5, 2025.

The project site covers approximately 1.70 acres with a total disturbance area of 29,753 square feet. The landscape plans demonstrate compliance with zoning ordinance requirements, including provisions for greenspace (31.31% provided), urban open space (7.74% provided), tree canopy (20 proposed trees), and street trees (7 trees on Ransom Avenue). The plans include specific details for site features such as concrete walks, snowmelt systems, urban accessories, seating areas, and extensive planting schemes involving various tree, shrub, and ground cover species. The documents also outline comprehensive maintenance requirements for the landscaping, including one-year full maintenance service and detailed quality standards for plant care, irrigation, and site maintenance.

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Other files

File	Type	Posted
2025 05 29 Combined Drawings Addendum 1.pdf	PDF	Jun 11, 2025
2025 03 31 Bids and Permits Project Manual.pdf	PDF	Jun 11, 2025
2025 06 11 Post Bid Addendum No. 2.pdf	PDF	Jun 11, 2025
2025 03 31 Bids and Permits Drawings.pdf	PDF	Jun 11, 2025
2025 05 29 Addendum No. 1.pdf	PDF	Jun 11, 2025
2025 06 05 Post Bid Addendum No. 1.pdf	PDF	Jun 11, 2025
RFP #2425-6162 - GRCC LRC Renovation - Questions and Answers.docx	DOCX document	Jun 11, 2025

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EX. SAN MH

RIM=699.40

6" (E) IE=687.20

8" (S) IE=686.90

EX. STEAM MH

RIM=701.51

POSTPOST

12" LOCUST

15" LOCUST

EX. STM MH

RIM=705.11

6" (NE) IE=701.11

8" (S) IE=699.00

EX. STM CB

RIM=704.97

6" (N) IE=703.28

6" (SW) IE=703.00

EX. STM CB

RIM=708.84

6" (E) IE=707.24

6" (S) IE=707.02

EX. STEAM MH

RIM=702.64

POST

18" LOCUST

BM# 1

12" LOCUST

8" ORNAMENTAL

EX. STM CB

RIM=710.20

6" (N) IE=707.70

6" (W) IE=707.53

10" LOCUST

12" LOCUST

EX. STM CB

RIM=712.32

4" (NW) IE=709.36

6" (E) IE=709.12

4" ORNAMENTAL

EX. STM CB

RIM=711.79

EX. STM CB

RIM=712.10

EX. STM CB

RIM=712.12

8" ORNAMENTAL

EX. STM CB

RIM=714.74

4" MAPLE

18" MAPLE

24" MAPLE

EX. STM MH

RIM=716.13

12" BEECH

POST

EX. STM CB

RIM=709.16

EX. STM MH

RIM=711.94

POST POST

EX. STM CB

RIM=710.99

6" (E) IE=707.91

12" ORNAMENTAL

CONC

CONC SUSPENDED WALKWAY

CONC

STEPS

CONC LANDING

CONC

WOOD RETAINING

WALLS

CONC

RETAINING

WALL

CONC RETAINING

WALL

CONC

STEPS

CONC

RETAINING

WALL

SIGN

EX. STM CB

RIM=693.58 EX. STM CB

RIM=693.54

POST

4" BEECH4" BEECH

15" PINE8" ORNAMENTAL

24" MAPLE

EX. STM CB

RIM=724.53

6" (NE) IE=721.02

12" (SE) IE=721.14

4" MAPLE

EX. STM CB

RIM=717.38

24" MAPLE

18" MAPLE

24" MAPLE

15" MAPLE

POST

GRAND RAPIDS

COMMUNITY COLLEGE

LEARNING CENTER

GRAND RAPIDS

COMMUNITY COLLEGE

MUSIC CENTER

GRAND RAPIDS

COMMUNITY COLLEGE

FRATZKE EARLY CHILDHOOD

LEARNING LABORATORY

CONC

STEPS

CONC

STEPS

CONC

STEPS

CONC

STEPS

CONC

RETAINING

WALL

CONC

RETAINING

WALL

CONC

RETAINING

WALL

OHE

CONC

STAIRS

.3'

.7'

.8' 30 .8'

.8'

.6'

5.4 ' 5.4

17.9' 17.9'

17.9'

23' 23'

16.9' 16.9'

5.3' 5.3'

.7 24

16.9' 16.9'

11.6' 11.6'

123.4'

FFE=710.30+/-

FFE=709.42+/-

FFE=713.41+/-

CONC

STEPS

709709

2 71

5 71

726 72

UGE

G G

EX. STEAM MH

RIM=712.15

IE=704.96

EX. VENT

RIM=712.70

EX. STM MH

RIM=702.77

8" (N) IE=697.58

8" (W) IE=689.12

OHE

8" STORM

4" WATER SERVICE

EX. STM CB

RIM=712.1

6" (SW) IE=706.75

8" (W) IE=705.84

10" (NE) IE=705.71

6" (N) IE=705.90

" S

8" S

4" G

8" W

6" STORM

1"=

SITE DEMOLITION AND SESC PLAN

20'020'

NORTH

C102

SITE DEMOLITION

AND SESC PLAN

S. TEITSMA

B. SIMON

2 05/29/2025ADDENDUM 1

3 06/05/2025POST BID ADDENDUM 1

SITE CLEARING AND DEMOLITION NOTES

1. WORK DONE ON PUBLIC AND/OR PRIVATE WATER/SEWER/STORM IS TO BE

PERFORMED BY A REGISTERED UNDERGROUND CONTRACTOR (RUC) WITH THE

CITY OF GRAND RAPIDS: ONLY RUC MAY PULL PERMITS AND SCHEDULE

INSPECTIONS FOR UTILITY WORK.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE AND

BECOMING FAMILIAR WITH THE DEMOLITION AND CLEARING REQUIREMENTS.

3. NO REMOVAL, DEMOLITION, CLEARING OR TOPSOIL REMOVAL SHALL OCCUR ON

SITE UNTIL THE SESC AND STORMWATER PERMITS HAVE BEEN ISSUED AND THE

CONTRACTOR HAS VERIFIED AND STAKED THE LIMITS OF REMOVAL IN THE FIELD.

NOTIFY SITE CONSULTANT OF THE START OF CONSTRUCTION AND DATE WHEN

THE LIMITS LINE WILL BE ESTABLISHED FOR REVIEW AND APPROVAL.

4. ALL MATERIALS NOTED TO BE SALVAGED SHALL BE TURNED OVER TO THE

OWNER OR REINSTALLED ON SITE AS NOTED.

5. NO BURNING OR BURYING OF CLEARED OR DEMOLITION MATERIAL SHALL BE

ALLOWED ON SITE.

6. REMOVE ALL STRUCTURES, FOUNDATIONS, BITUMINOUS PAVEMENT, CONCRETE

SIDEWALK STEPS AND OTHER EXISTING SITE FEATURES AS INDICATED ON THE

DRAWINGS. ALSO, REMOVE ALL DEBRIS FROM WITHIN CONSTRUCTION LIMITS ON

SITE. ALL DEMOLITION MATERIALS SHALL BE REMOVED FROM THE SITE AND,

UNLESS OTHERWISE NOTED, DISPOSED OF IN A MANNER ACCEPTABLE TO LOCAL

JURISDICTION HAVING AUTHORITY.

7. THE CONTRACTOR SHALL BE LICENSED BY THE STATE OF MICHIGAN FOR

DEMOLITION REMOVAL AND HAULING OF MATERIALS.

8. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL PERMITS AND FEES FOR THIS

WORK.

9. EXISTING UTILITIES ARE LOCATED TO THE BEST OF OUR KNOWLEDGE. THE

CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING UTILITY

LOCATIONS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL

PROTECT AND MAINTAIN EXISTING UTILITY SERVICES AT ALL TIMES.

10. ALL EXCESS OR UNSUITABLE TOPSOIL OR SUBSOIL TO BECOME THE PROPERTY

OF THE CONTRACTOR AND REMOVED OFFSITE.

11. PROTECT EXISTING TREES UNLESS OTHERWISE NOTED. NO PARKING OR

STORAGE OF MATERIALS WITHIN TREE ROOT ZONE. PLACE TREE PROTECTION

FENCE WHERE SHOWN ON PLAN.

12. CONTRACTOR TO CALL 811 AT LEAST 3 WORKING DAYS PRIOR TO

CONSTRUCTION, TO CONFIRM LOCATION OF EXISTING UTILITIES.

13. CONTRACTOR MUST RESTORE AND REPAIR ANY EXISTING CONDITIONS

DISTURBED BY CONSTRUCTION.

14. ANY AREA DISTURBED BY CONSTRUCTION TO BE RESTORED TO CONDITION

EQUAL TO OR BETTER THAN BEFORE CONSTRUCTION BEGAN. PATCH PAVEMENT

IN-KIND IF REQUIRED.

15. SAWCUT FULL DEPTH ALL EDGES OF PAVEMENT TO BE REMOVED.

16. ALL GROUND AREAS DISTURBED BY CONSTRUCTION TO BE TOPSOILED AND

SEEDED PER THE SITE LANDSCAPE PLAN UNLESS SHOWN OTHERWISE ON PLANS.

EROSION CONTROL NOTES

1. INSTALL EROSION CONTROL MEASURES AT THE LIMITS OF EARTHWORK PRIOR TO

THE START OF ANY EARTHWORK OPERATIONS. ALL OTHER EROSION CONTROL

MEASURES SHALL BE INSTALLED IN CONJUNCTION WITH THE CONSTRUCTION

SCHEDULE AND SEQUENCE AND SHALL BE INSTALLED IN STRICT ACCORDANCE

WITH THE PLANS AND SPECIFICATIONS.

2. MAINTAIN ALL EROSION CONTROL INSTALLATIONS DURING THE COURSE OF

CONSTRUCTION. MAKE INSPECTIONS AFTER EACH STORM EVENT AND REPAIR OR

REPLACE ANY DAMAGE. REMOVE ACCUMULATED SEDIMENT FROM SEDIMENT

BASINS TO MAINTAIN EFFECTIVENESS OF EROSION CONTROL INSTALLATIONS.

REPAIR ANY ERODED AREAS ON SLOPES OR NEAR SILT FENCE. REGRADE AND

RESEED ANY TEMPORARY SEEDED AREAS AS NECESSARY TO PREVENT EROSION.

3. THE EROSION CONTROL MEASURES INDICATED ON THIS PLAN ARE BASED ON "THE

MICHIGAN SOIL EROSION & SEDIMENTATION CONTROL GUIDEBOOK". THE SOIL

EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND MAINTAINED

PER PLANS AND SPECIFICATIONS.

4. KEEP PUBLIC ROADWAYS CLEAR OF ACCUMULATED SEDIMENT. SEDIMENTS SHALL

BE REMOVED IMMEDIATELY UPON ENTERING PUBLIC ROADWAYS AND SHALL BE

RETURNED TO THE LIKELY POINT OF ORIGIN. SEDIMENTS SHALL NOT BE FLUSHED

OR WASHED FROM THE AREA WITH WATER.

5. SILTSACK MANUFACTURED BY CSI GEOTURF OR HANES GEO PRODUCTS OR

APPROVED EQUAL SHALL BE USED FOR STORM INLET PROTECTION ITEM S58 (SEE

SESC KEYING SYSTEM LEGEND).

6. CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE AROUND ALL SUBSOIL

SPOIL AND TOPSOIL STOCKPILE AREAS. ALL SOIL PILES SHALL BE SEEDED WITH

APPROVED SEED MIXTURES AND BE LOCATED AWAY FROM ANY DOWNSLOPE

STREET, DRIVEWAY, DITCH OR DRAINAGE WAY

7. REMOVE TEMPORARY CONTROL MEASURES AS FOLLOWS:

PAVEMENT AREAS - MAINTAIN IN SERVICE UNTIL PREPARATION

FOR PLACEMENT OF BITUMINOUS LEVELING COURSES

LAWN AREAS - REMOVE AFTER LAWN IS WELL

ESTABLISHED AND ROOTED

8. SILT FENCE SHALL BE INSPECTED AND REPAIRED ONCE A WEEK AND AFTER EVERY

RAIN. SEDIMENT SHALL BE REMOVED IF DEPOSITS REACH HALF THE FENCE

HEIGHT.

9. SILT FENCE TO BE REMOVED BY CONTRACTOR AFTER LAWN AREAS HAVE BEEN

ESTABLISHED.

10. CONTRACTOR WILL BE RESPONSIBLE FOR ALL TEMPORARY SOIL EROSION. OWNER

WILL BE RESPONSIBLE FOR PERMANENT SOIL EROSION CONTROL.

11. DUST CONTROL SHALL BE PROVIDED BY MEANS OF WATER DISTRIBUTION ON A

REGULAR BASIS OVER AREAS THAT COULD POTENTIALLY PRODUCE DUST

CONDITIONS.

12. SIDE SLOPES SHALL NOT EXCEED 1 VERTICAL OVER 3 HORIZONTAL (1:3) SLOPE.

SLOPES 1:4 OR STEEPER SHALL BE COVERED WITH SOIL EROSION CONTROL

BLANKET SC-150.

PROJECT

LOCATION

LOCATION MAP

2550'

DEMOLITION LEGEND

TREE REMOVAL

ALL ITEMS IN BOLD TO BE REMOVED UNLESS OTHERWISE NOTED.

BITUMINOUS PAVEMENT

REMOVAL

SAWCUT

X REMOVE ITEM

WOODED / BRUSH REMOVAL

CONCRETE REMOVAL

XXXXXX REMOVE UTILITY LINE

ABANDON UTILITY LINE

XXXXXX

X X

XXXXXXXX

X X

REMOVE CONCRETE STEPS

AND RETAINING WALLS

REMOVE CONCRETE STEPS

AND RETAINING WALLS

REMOVE WOOD

RETAINING WALLS, TYP X

REMOVE FLAG POLE

REMOVE AND SALVAGE

LIGHT POLES (TYP)

REMOVE AND SALVAGE

SITE FURNISHINGS (TYP)

REMOVE CONCRETE STEPS

AND RETAINING WALLS

CALL 811 NOTE:

www.CALL811.com

CONTRACTOR TO CONTACT 811

SERVICE AT LEAST 3 WORKING

DAYS PRIOR TO CONSTRUCTION,

TO CONFIRM LOCATION OF

EXISTING UTILITIES. DIAL 811.

6/4 /20

:01

P M

S tev e T eit sm a

\58

\03

\C 2 B

\10

dw g st eit sm a

7 6 5 4 3 2 1

A B

C D

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

ISSUANCE

G R

E, IN

O F

E, A

III

, IN

L C

W , S

S, IN

, IN

7 6 5 4 3 2 1

M A

. N

E, G

D R

S, M

I 4

58136042

L. WARREN

1 03/31/2025BIDS AND PERMITS

ASSIGNED PROJECT NO.

366/24118.KSZ

REMOVE AND SALVAGE

LIGHT POLES (TYP)

REMOVE AND SALVAGE

SITE FURNISHINGS (TYP)

PROTECT TREE

TO REMAIN

REMOVE TRENCH DRAIN

AND STORM SEWER

PROTECT MECHANICAL

VENT TO REMAIN

PROTECT STEAM LINES AND

MANHOLE TO REMAIN

REMOVE CONCRETE

STEPS AND GUARD

POSTS

REMOVE & SALVAGE

EMERGENCY CALL STATION X

REMOVE & SALVAGE

MONUMENT SIGN

REMOVE BUSHES

LIMITS OF DISTURBANCE

PROTECT GRCC STYLE

LIGHT POLE TO REMAIN

X X

XXXXX

PROTECT TRENCH

DRAIN TO REMAIN

PROTECT TRENCH

DRAIN TO REMAIN

X X

REMOVE TRENCH

DRAIN

X X

X X X X X X

X X

INSTALL AND MAINTAIN TEMP SESC MEASURES

SITE DEMOLITION

BUILDING ADDITION CONSTRUCTION

SITE GRADING & UTILITIES

LANDSCAPING AND PERMANENT SEEDING

Y, JU

N, FE

THIS CONSTRUCTION SCHEDULE IS PROVIDED TO INDICATE ANTICIPATED START DATES FOR SITE DISTURBANCE AND ANTICIPATED COMPLETION DATES FOR SITE STABILIZATION. EXACT START AND COMPLETION DATES FOR EACH ACTIVITY SHOULD BE COORDINATED WITH THE CONSTRUCTION MANAGER.

BUILDING RENOVATION

TOPSOIL STRIPPING & STOCKPILING

TOPSOIL RESPREAD

LEGAL DESCRIPTION

WHERE USEDKEY SYMBOL

EROSION CONTROLS

BEST MANAGEMENT PRACTICES

S-E-S-C KEYING SYSTEM

S51 SILT FENCE

Use adjacent to critical areas, to prevent sediment laden sheet flow from entering these areas.

S53 Used at every point where construction traffic enters or leaves a construction site.

STABILIZED CONSTRUCTION

ACCESS

S58 Use at stormwater inlets, especially at construction sites.

INLET PROTECTION

FABRIC DROP

GENERAL NOTES

1. SOIL CONDITIONS ON SITE GENERALLY ENCOUNTERED 7 TO 8 INCHES OF

TOPSOIL IN GRASS AREAS AND 4.5 INCHES OF CONCRETE IN THE EXISTING

SIDEWALK. BENEATH THE TOPSOIL AND CONCRETE SIDEWALK, MOST BORINGS

ENCOUNTERED VERY LOOSE TO LOOSE GRANULAR FILL WITH OCCASIONAL

BRICK AND CONCRETE FRAGMENTS/DEBRIS TO DEPTHS OF APPROXIMATELY 3

TO 6 FT (ELEVS 701.7 TO 704.0). BENEATH THE GRANULAR FILL, THE BORINGS

ENCOUNTERED GENERALLY LOOSE TO MEDIUM DENSE GRANULAR SOIL TO THE

EXPLORED DEPTHS OF 10 TO 30 FT. THE GRANULAR SOIL WAS MOST COMMONLY

VISUALLY CLASSIFIED AS POORLY GRADED SAND (SP), THOUGH OCCASIONAL

STRATA OF POORLY GRADED SAND WITH SILT (SP-SM) AND SILTY SAND (SM)

WERE ALSO ENCOUNTERED BELOW A DEPTH OF 24 FT. SOIL CONDITIONS PER

GEOTECHNICAL INVESTIGATION BY MTC DATED JANUARY 14, 2025 (PROJECT NO.

241892).

2. GROUNDWATER WAS NOT ENCOUNTERED DURING THE DRILLING ACTIVITIES.

3. ANY EXCESS SOILS WILL BE REMOVED FROM SITE AND NOT STOCKPILED.

4. SITE IS 2550' FROM THE GRAND RIVER.

5. TOTAL LIMITS OF DISTURBANCE = 29,753 SFT (0.68 AC)

E5 DUST CONTROL

For use on construction sites, unpaved roads, etc. to reduce dust and sedimentation from wind and construction activities.

MAIN CONSTRUCTION

ENTRANCE AND

TRACKING PAD

S53 15'

50'

THAT PART BLOCK 8 AND 9 OF AMENDED PLAT OF KENDALL'S ADDITION TO THE

CITY OF GRAND RAPIDS AS RECORDED IN INSTRUMENT NO. 200310290221399 AND

PART OF DEXTER FRACTION, BLOCK 8 AS RECORDED IN LIBER 1 OF PLATS ON

PAGE 4 AND PART OF THE NORTHWEST 1/4 OF SECTION 30, TOWN 7 NORTH,

RANGE 11 WEST, CITY OF GRAND RAPIDS, KENT COUNTY, MICHIGAN, BEING

MORE PARTICULARLY DESCRIBED AS: BEGINNING AT A POINT BEING S02°55'51”E,

1189.20 FEET ALONG THE WEST LINE OF SAID SECTION 30 AND N87°08'30”E,

1151.32 FEET ALONG THE SOUTH LINE OF LYON STREET AND S02°34'55”E, 99.54

FEET FROM THE NORTHWEST CORNER OF SAID SECTION 30; THENCE

S87°08'30”W, 203.84 FEET; THENCE S73°04'48”W, 38.36 FEET; THENCE S87°08'30”W,

55.42 FEET TO THE EAST RIGHT OF WAY LINE OF RANSOM AVENUE (66 FEET WIDE

- PUBLIC); THENCE S02°52'06”E, 243.88 FEET ALONG SAID EAST RIGHT OF WAY

LINE; THENCE N86°46'45”E, 53.35 FEET; THENCE S03°07'48”E, 11.82 FEET; THENCE

N87°42'23”E, 170.03 FEET; THENCE N02°42'30”W, 17.25 FEET; THENCE N25°59'40”E,

39.26 FEET; THENCE N88°21'49”E, 52.98 FEET; THENCE N02°34'55”W, 215.85 FEET

TO THE POINT OF BEGINNING, CONTAINING 1.696 ACRES OF LAND. SUBJECT TO

EASEMENTS, RESTRICTIONS, AND RIGHTS OF WAY OF RECORD.

REMOVE UTILITY POLE AND

RELOCATE OVERHEAD

WIRES (BY OTHERS)

PROTECT EXISTING

FIRE LANE TO REMAIN

S58

S51

S58

LIMITS OF DISTURBANCE

X X

X X X X X X

X X

X REMOVE AND TRANSPLANT

EXISTING TREES, COORDINATE

NEW LOCATION WITH GRCC

PROTECT AND MAINTAIN EXISTING

EGRESS ROUTE FROM ADJACENT

SCHOOL

PROTECT TREES

TO REMAIN

AutoCAD SHX Text

FULTON ST.

AutoCAD SHX Text

MICHIGAN ST.

AutoCAD SHX Text

GRAND RIVER

AutoCAD SHX Text

FOUNTAIN ST.

AutoCAD SHX Text

RANSOM AVE

AutoCAD SHX Text

LYON ST.

AutoCAD SHX Text

DIVISION AVE

AutoCAD SHX Text

OTTAWA AVE

AutoCAD SHX Text

COLLEGE AVE.

AutoCAD SHX Text

TEMPORARY

AutoCAD SHX Text

TEMPORARY

AutoCAD SHX Text

TEMP/PERM

AutoCAD SHX Text

CONSTRUCTION SCHEDULE & SEQUENCE

AutoCAD SHX Text

TEMPORARY

AutoCAD SHX Text

TEMPORARY

12" LOCUST

10" LOCUST

12" LOCUST

4" ORNAMENTAL

8" ORNAMENTAL

4" MAPLE

18" MAPLE

24" MAPLE

12" BEECH

POST

POST POST

CONC SUSPENDED WALKWAY

CONC

XCONC

CONC

RETAINING

WALL

CONC RETAINING

WALL

CONC

STEPS

POST

4" BEECH4" BEECH

15" PINE8" ORNAMENTAL

24" MAPLE

4" MAPLE

24" MAPLE

POST

GRAND RAPIDS

COMMUNITY COLLEGE

LEARNING CENTER

GRAND RAPIDS

COMMUNITY COLLEGE

MUSIC CENTER

GRAND RAPIDS

COMMUNITY COLLEGE

FRATZKE EARLY CHILDHOOD

LEARNING LABORATORY

CONC

STEPS

CONC

STEPS

CONC

STEPS

CONC

RETAINING

WALL

CONC

RETAINING

WALL

CONC

RETAINING

WALL

CONC

STAIRS

.3'

.7'

.8' 30 .8'

.8'

.6'

5.4 ' 5.4

17.9' 17.9'

17.9'

23' 23'

16.9' 16.9'

5.3' 5.3'

.7 24

16.9' 16.9'

11.6' 11.6'

123.4'

FFE=710.30+/-

FFE=709.42+/-

FFE=713.41+/-

URBAN ACCESSORIES

URBAN ACCESSORIES UR

N A

URBAN ACCESSORIES

URBAN ACCESSORIES UR

N A

o o o o o o oo o o oo o o o o o o o o o o o o o o o o o o o o o

1"=

SITE LAYOUT PLAN

20'020'

NORTH

C201

SITE LAYOUT

PLAN

S. TEITSMA

B. SIMON

2 05/29/2025ADDENDUM 1

3 06/05/2025POST BID ADDENDUM 1

PAVEMENT LEGEND

4" CONCRETE

CONCRETE

SIDEWALK

APPROVED COMPACTED

SUBBASE

4" MDOT CLASS II

GRANULAR BASE

GENERAL SITE LAYOUT NOTES

1. ALL WORKMANSHIP AND MATERIALS SHALL BE ACCORDING TO THE

CURRENT MICHIGAN DEPARTMENT OF TRANSPORTATION (M.D.O.T)

STANDARD SPECIFICATIONS FOR CONSTRUCTION.

2. CONTACT "MISS DIG" TOLL FREE AT 1-800-482-7171 THREE (3) DAYS PRIOR

TO THE START OF CONSTRUCTION, EXCLUDING SATURDAYS, SUNDAYS,

AND HOLIDAYS.

3. NO DIMENSION MAY BE SCALED. REFER UNCLEAR ITEMS TO THE ENGINEER

FOR INTERPRETATION.

4. DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED

AS B-B (BACK TO BACK) OR E-E (EDGE OF METAL TO EDGE OF METAL).

5. UPON REQUEST, ELECTRONIC INFORMATION WILL BE PROVIDED FOR SITE

LAYOUT PURPOSES. CONTRACTOR SHALL REQUEST ALL INFORMATION IN

WRITING THROUGH PROGRESSIVE AE. LAYOUT OF ALL NEW

CONSTRUCTION SHALL BE DONE BY A LICENSED SURVEYOR.

6. ALL CONCRETE JOINTS SHALL BE TOOLED PER SPECIFICATIONS.

7. CONTRACTOR MUST RESTORE AND REPAIR ANY EXISTING CONDITIONS

DISTURBED BY CONSTRUCTION. THIS IS TO INCLUDE BURIED UTILITIES,

LIGHTING, LANDSCAPING, SPRINKLING, ETC.

8. ANY AREA DISTURBED BY CONSTRUCTION TO BE RESTORED TO CONDITION

EQUAL TO OR BETTER THAN BEFORE CONSTRUCTION BEGAN.

9. ALL PAVEMENT, CURB & GUTTER, SIDEWALK AND UTILITIES WITHIN PUBLIC

RIGHT OF WAY SHALL MEET CITY OF GRAND RAPIDS STANDARDS.

BUILDING

ADDITION

VESTIBULE ADDITION,

SEE ARCHITECTURAL

CALL 811 NOTE:

www.CALL811.com

CONTRACTOR TO CONTACT 811

SERVICE AT LEAST 3 WORKING

DAYS PRIOR TO CONSTRUCTION,

TO CONFIRM LOCATION OF

EXISTING UTILITIES. DIAL 811.

6/4 /20

:53

P M

S tev e T eit sm a

\58

\03

\C 2 B

\10

dw g st eit sm a

7 6 5 4 3 2 1

A B

C D

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

ISSUANCE

G R

E, IN

O F

E, A

III

, IN

L C

W , S

S, IN

, IN

7 6 5 4 3 2 1

M A

. N

E, G

D R

S, M

I 4

58136042

L. WARREN

1 03/31/2025BIDS AND PERMITS

ASSIGNED PROJECT NO.

366/24118.KSZ

5.75'

23'

11.72'

8.42'

5.75'

12'

8.42'

10'

13.54'

CONCRETE STEPS WITH

HANDRAIL, SEE DETAILS

E2 - E4 ON SHEET L501

22.04'

7.5'

R4'

7.5'

R7.5

R5.5'11.87'

5.5'

7.2'

7.5'

6" THICK

CONCRETE WITH

SNOW MELT

6" CONCRETE, MDOT P1

APPROVED COMPACTED

SUBBASE

4" MDOT CLASS II GRANULAR BASE

AT PEDESTRIAN ONLY TRAFFIC

6" MDOT CLASS II GRANULAR BASE

AT VEHICULAR TRAFFIC AREAS

SNOWMELT TUBING 3/4" DIA. 9" OC

(6" OC ON STAIRS) WITH

6X6-W1.4xW1.4 WIRE MESH; INSTALL CHAIRS ON 12"x12" GRID TO

SUPPORT WIRE MESH

2" INSULATION BOARD, 30 PSI STRENGTH

BUILDING OVERHANG

BUILDING COLUMN (TYP.)

BIKE RACKS, TYP OF 4, SEE

DETAIL A1 ON SHEET L501

20.12'

RETAINING WALLS, SEE

DETAILS ON SHEET L501

WALL MOUNTED BENCH,

SEE DETAIL B1 ON SHEET L501

5.75'

REINSTALL SALVAGED BIKE

REPAIR STATION

REINSTALL SALVAGED

EMERGENCY CALL STATION

RETAINING WALLS, SEE

DETAILS ON SHEET L501

ENCLOSURE FOR SERVICE DOCK

EXHAUST, SEE ARCHITECTURAL

SNOWMELT MANIFOLD, TYP OF 3

WEST SIDE, SEE MECHANICAL

REINSTALL SALVAGED

MONUMENT SIGN

CONCRETE SEAT WALL,

SEE DETAIL D2 ON SHEET L501RETAINING WALL, SEE

DETAIL D4 ON SHEET L501

RETAINING WALL, SEE

DETAILS ON SHEET L501

SNOWMELT MANIFOLD, TYP OF 3

EAST SIDE, SEE MECHANICAL

CONCRETE PLANTERS, SEE

DETAIL D5 ON SHEET L501

CONCRETE WALL WITH BENCH,

SEE DETAIL B7 ON SHEET L501

TREE GRATE IN CONCRETE PATIO,

SEE DETAIL E7 ON SHEET L501

CONCRETE BASE BENCH,

SEE DETAIL B5 ON SHEET L501

TREE GRATE IN CONCRETE PATIO,

SEE DETAIL E7 ON SHEET L501

CONCRETE STEPS WITH HANDRAIL,

SEE DETAILS E2 - E4 ON SHEET L501

RETAINING WALLS, SEE

DETAILS ON SHEET L501

CONCRETE STEPS WITH HANDRAIL,

SEE DETAILS E2 - E4 ON SHEET L501

RETAINING WALLS, SEE

DETAILS ON SHEET L501CONCRETE BASE BENCH,

SEE DETAIL B5 ON SHEET L501

CONCRETE BASE BENCH,

SEE DETAIL B5 ON SHEET L501

BIKE RACKS, TYP OF 4, SEE

DETAIL A1 ON SHEET L501

PROVIDE HANDRAIL

ON TOP OF WALL

C501

SITE DETAILS

S. TEITSMA

B. SIMON

3 06/05/2025POST BID ADDENDUM 1

6/4 /20

:45

P M

S tev e T eit sm a

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7 6 5 4 3 2 1

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DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

ISSUANCE

G R

E, IN

O F

E, A

III

, IN

L C

W , S

S, IN

, IN

7 6 5 4 3 2 1

M A

. N

E, G

D R

S, M

I 4

58136042

L. WARREN

1 03/31/2025BIDS AND PERMITS

ASSIGNED PROJECT NO.

366/24118.KSZ

NOT TO SCALEA1 TYPICAL SANITARY CLEANOUT DETAIL

2'-0" x 2'-0" x 6"

CONCRETE PAD W/ 1"

CROWN

CAST IRON CLEANOUT

WADE W6004-Z (4"0

GRADE OR PAVING

COMPACTED M.D.O.T.

CLASS II MATERIAL OR

PEA GRAVEL

SEWER MAT'L & SIZE AS

SPECIFIEDSE

SLOPE DRAIN TO

SUMP OR OUTFALL

NOT TO SCALEB3 FOOTING DRAIN DETAIL

NOT TO SCALEB2 PERFORATED UNDERDRAIN DETAIL

APPROVED

BACKFILL

GEOTEXTILE

FILTER FABRIC

PEASTONE

GEOTEXTILE FILTER

SLEEVE

4" OR 6" PERFORATED

DRAIN PIPE

DAMP-

PROOFING

CEMENT

COVE

FOOTING

12" MIN.

OVERLAP

4" MIN.

9" MAX.

4" MIN.

2'- 0"

PAVEMENT OR TOP SOIL

APPROVED

BACKFILL

PERFORATED

PIPE W/ SOCK

FILTER FABRIC

PEASTONE

6" 6"

12' MIN.

OVERLAP

NOT TO SCALEA3 TYPICAL CATCH INLET

E.J.I.W. 1040-A TOP AT FINISH

GRADE UNLESS OTHERWISE

NOTED ON PLANS

PRECAST CONC. RISERS

ADJUSTING HEIGHT 4" MIN.

12" MAX SET IN MORTAR

2' DIA.PRECAST CONC. CATCH

BASIN SECTIONS ASTM C-478.

W/ MODIFIED TONGUE JOINT

AND O-RING OR MASTIC SEAL

SET INTEGRAL BASE ON 4" MIN.

COMPACTED M.D.O.T. CLASS II

MATERIAL

ENCASE FRAME &

ADJUSTING RINGS IN

MORTAR

GROUTED OR

GASKETED SEAL

NOT TO SCALEA2 TYPICAL CATCH BASIN W/ 2' SUMP

E.J.I.W. 1040-A TOP AT FINISH

GRADE UNLESS OTHERWISE

NOTED ON PLANS

PRECAST CONC. RISERS

ADJUSTING HEIGHT 4" MIN.

12" MAX SET IN MORTAR

SET INTEGRAL BASE ON 4" MIN.

COMPACTED M.D.O.T. CLASS II

MATERIAL

ENCASE FRAME &

ADJUSTING RINGS IN

MORTAR

GROUTED OR

GASKETED SEAL

PRECAST CONC. CONE OR

FLAT TOP SECTION

2'- 0"

48" PRECAST CONC.

MANHOLE SECTIONS ASTM

C-478, W/ MODIFIED

TONGUE JOINT AND

O-RING OR MASTIC SEAL

NOTE:

USE 12 GAUGE (MIN.). LOCATOR WIRE

ABOVE PIPE FOR NONMETALLIC

GRAVITY PIPE.

PRESSURE PIPE AND SMALL DIAMETER

NOT TO SCALEB1 TYPICAL PIPE BEDDING DETAIL

COMPACTED BACKFILL ABOVE

PIPE EMBEDMENTZONE SHALL

BE CLEAN SITE SUBSOIL IF

OVER 10' FROM ROAD

SURFACES. DRIVES, PAVED

AREAS, ECT. USE M.D.O.T.

CLASS II MATERIAL WHWN

EXCAVATED AREA IS WITHIN A

10' MIN. DISTANCE ROM ROAD

SURFACES. DRIVES, PAVED

AREAS, ECT.

SURFACE RESTORATION TO

MATCH EXISTING CONDITIONS

MINIMUM WIDTH OF TRENCH AT

12" ABOVE PIPE IS 18" OR THE

OUTSIDE PIPE DIA. PLUS 6"

" M

PIPE

UTILITY MARKER

TAPE

2- 3'

PIPE EMBEDMENT

ZONE BACKFILL TO

M.D.O.T. CLASS II

MATERIAL, OR PEA

GRAVEL

12" MIN.

SLOPE TO

DRAIN

NOT TO SCALEC1 TRENCH DRAIN DETAIL

E.J.I.W. 6903 TRENCH

FRAME AND GRATE

CONCRETE TRUCK

DOCK SLAB

SEAL OUTLET

WATERTIGHT

10" D.I. OUTLET

PIPE

12" MIN. COMPACTED

M.D.O.T. CLASS II MATERIAL

7 1 /2"

12" LOCUST

10" LOCUST

12" LOCUST

4" ORNAMENTAL

8" ORNAMENTAL

4" MAPLE

18" MAPLE

24" MAPLE

12" BEECH

SIGN

4" BEECH4" BEECH

15" PINE8" ORNAMENTAL

24" MAPLE

4" MAPLE

24" MAPLE

GRAND RAPIDS

COMMUNITY COLLEGE

LEARNING CENTER

GRAND RAPIDS

COMMUNITY COLLEGE

MUSIC CENTER

GRAND RAPIDS

COMMUNITY COLLEGE

FRATZKE EARLY CHILDHOOD

LEARNING LABORATORY

STAIRS

FFE=710.30+/-

FFE=713.41+/-

URBAN ACCESSORIES

N A

URBAN ACCESSORIES

URBAN ACCESSORIES UR

N A

o o o o o o oo o o oo o o o o o o o o o o o o o o o o o o o o o

1"=

OVERALL LANDSCAPE PLAN

20'020'

NORTH

6/5 /20

:51 :40

A M

An dr ew F ille r

\58

\03

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\11

.dw g af ille r

7 6 5 4 3 2 1

A B

C D

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

ISSUANCE

G R

E, IN

O F

E, A

III

, IN

L C

W , S

S, IN

, IN

7 6 5 4 3 2 1

M A

. N

E, G

D R

S, M

I 4

58136042

L. WARREN

1 03/31/2025BIDS AND PERMITS

ASSIGNED PROJECT NO.

366/24118.KSZ

LANDSCAPE KEYNOTES

1. TERRACE WITH SITE FURNISHINGS

2. CONCRETE PLANTER IN STAIRS

3. CONCRETE SEAT WALL WITH MOUNTED BENCH

4. PLANT MATERIAL (GROUNDCOVER, SHRUBS, PERENNIALS, ORN. GRASSES)

5. LOW-MOW TURF

EXISTING TREE

PROPOSED CANOPY/ ORNAMENTAL TREE

LANDSCAPE LEGEND

LANDSCAPE EDGE RESTRAINT (STEEL)

TABLE AND CHAIRS

CHIPMAN BY LANDSCAPE FORMS, FLEXIBLE

ENLARGED LANDSCAPE PLAN - WEST

SEE SHEET L202

GENERAL LANDSCAPE NOTES

1. CONTRACTOR RESPONSIBLE FOR UNDERSTANDING PROJECT CONDITIONS

AND VERIFYING PLANT QUANTITIES. NOTIFY LANDSCAPE ARCHITECT OF

ANY PLAN DISCREPANCIES.

2. PLANT LOCATIONS TO BE STAKED IN THE FIELD FOR REVIEW AND

APPROVAL BY LANDSCAPE ARCHITECT AND OWNER.CONTRACTOR WILL BE

RESPONSIBLE FOR VERIFYING ALL EXISTING UNDERGROUND UTILITIES.

CONTACT THE APPROPRIATE UTILITY COMPANY FOR FIELD STAKING ALL

LINES.

3. ALL AREAS DISTURBED BY CONSTRUCTION TO BE TOPSOILED AND SEEDED

UNLESS SHOWN OTHERWISE ON PLANS

4. CONTRACTOR TO CONTACT MISS DIG AT PHONE NUMBER 811 AT LEAST 3

WORKING DAYS PRIOR TO CONSTRUCTION, TO CONFIRM LOCATION OF

EXISTING UTILITIES.

5. CONTRACTOR TO COORDINATE PLANTING SCHEDULE WITH IRRIGATION

CONTRACTOR.

6. NOTIFY LANDSCAPE ARCHITECT IF AREAS OF POOR DRAINAGE OR OTHER

UNUSUAL SUB-GRADE CONDITIONS ARE ENCOUNTERED DURING

EXCAVATION FOR PLANTING PITS.

7. CONTRACTOR SHALL PROVIDE SPECIFIED SHRUBS, GROUND COVERS AND

OTHER PLANT MATERIALS THAT COMPLY WITH ALL RECOMMENDATIONS

AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY

STOCK". PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS STOCK, GROWN

WITH GOOD HORTICULTURAL PRACTICE AND INSTALLED IN ACCORDANCE

WITH METHODS ESTABLISHED BY THE AMERICAN ASSOCIATION OF

NURSERYMEN.

8. NOTIFY LANDSCAPE ARCHITECT AND OWNER (3 DAYS MIN. NOTICE) TO

INSPECT AND TAG PLANT MATERIAL IN THE NURSERY PRIOR TO JOBSITE

DELIVERY AND INSTALLATION.

MAINTENANCE SERVICE

INITIAL MAINTENANCE SERVICE: BEGINNING AT SUBSTANTIAL COMPLETION, PROVIDE ONE YEARS' FULL MAINTENANCE SERVICE BY SKILLED EMPLOYEES OF LANDSCAPE MAINTENANCE CONTRACTOR. INCLUDE

MAINTENANCE, IN A MANNER AS INDICATED THE QUALITY STANDARDS IDENTIFIED BELOW.

CONTINUING MAINTENANCE SERVICE: A CONTINUING MAINTENANCE WILL BE ESTABLISHED IN THE FORM OF A ONE YEAR MAINTENANCE AGREEMENT, STARTING ON DATE MAINTENANCE SERVICE IS INITIATED.

MAINTENANCE SERVICES START DATE TO BE DATE OF SUBSTANTIAL COMPLETION OF ENTIRE PROJECT.

STATE SERVICES, OBLIGATIONS, CONDITIONS, AND TERMS FOR AGREEMENT PERIOD AND FOR FUTURE RENEWAL OPTIONS. MAINTENANCE AGREEMENT DOES NOT RELIEVE CONTRACTOR FROM ANY OF ITS RESPONSIBILITIES UNDER WARRANTY PROVISIONS IDENTIFIED IN THE GENERAL CONDITIONS AND IN

MAINTENANCE PERIOD: 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION.

IF A SATISFACTORY LANDSCAPE HAS NOT BEEN ESTABLISHED, ANOTHER INSPECTION WILL BE MADE UPON WRITTEN CONTRACTOR REQUEST, BUT NO EARLIER THAN 30 CALENDAR DAYS THEREAFTER, THAT THE

LANDSCAPE IS READY FOR RE-INSPECTION.

WATERING MAINTENANCE SERVICE: MAINTAIN IRRIGATION SYSTEM AND PROVIDE ADEQUATE WATER FOR PLANT AND TURF GRASS ESTABLISHMENT. THE MAINTENANCE CONTRACTOR IS RESPONSIBLE FOR IRRIGATION START-UP AND SHUT DOWN OF THE IRRIGATION SYSTEM ANNUALLY. IF NECESSARY, CONTRACTOR WILL MAKE DELIVERY OF ALL NECESSARY EQUIPMENT TO THE SITE TO ENSURE PLANT MATERIAL IS WATERED ADEQUATELY. PROVIDE AND MAINTAIN UNIFORMLY MOIST TREE ROOT BALLS DURING

ESTABLISHMENT. PROVIDE WATER AS NEEDED TO MAINTAIN THE HEALTH OF THE PLANTS.

MAINTENANCE AND INSPECTION SCHEDULE: CONTRACTOR AND OWNER WILL NEGOTIATE TIME FOR WHICH CONTRACTOR WILL PROVIDE ON-SITE LANDSCAPE MAINTENANCE SERVICE. CONTRACTOR MUST HAVE REPRESENTATIVES ON-SITE ON DATES AND TIMES DETERMINED IN OWNER/CONTRACTOR NEGOTIATIONS.

CONTRACTOR WILL PROVIDE WRITTEN SCHEDULE TO OWNER PRIOR TO STARTING LANDSCAPE

MAINTENANCE SERVICES AND OWNER AND CONTRACTOR WILL PARTICIPATE IN A MONTHLY SITE REVIEW AND

INSPECTION WALK- THROUGH.

QUALITY STANDARD:

SEASONAL FLOWERS:

· FLOWERBEDS ARE TO BE MAINTAINED IN GOOD TO EXCELLENT CONDITION WITH NEARLY FULL BLOOM

OF FLOWERS THROUGHOUT THE GROWING SEASON.

· THE FLOWERBEDS ARE TO BE NEAT, CLEAN, AND FREE OF WEEDS, LITTER, PLANT DEBRIS, AND SPENT

FLOWERS.

· THE FLOWERBEDS ARE TO BE FREE OF PESTS.

· THE FLOWERBEDS ARE TO BE RE-PLANTED AS PER THE CONSTRUCTION DRAWINGS TO PROVIDE FRESH, CONTINUOUS COLOR.

· THE FLOWER BEDS WILL BE DESIGNED BY OTHERS; PLANTS WILL BE INSTALLED AND PROVIDED BY THE

LANDSCAPE CONTRACTOR.

· PERFORM REGULAR CHECKS FOR PROPER MULCH AND SOIL MOISTURE LEVELS TO HELP DETERMINE

ANY PLANT MATERIAL GROWTH PROBLEMS

PERENNIALS:

· PERENNIALS ARE TO BE MAINTAINED IN GOOD TO EXCELLENT CONDITION.

· PERENNIALS ARE TO BE FREE OF WEEDS, LITTER, AND PLANT DEBRIS.

· PERENNIALS ARE TO APPEAR CLEAN, NEAT, AND TRIMMED OF DEAD, BROKEN, OR DISEASED BRANCHES.

· PERENNIALS ARE TO BE FREE OF PESTS.

· DEADHEAD FLOWERING PERENNIALS AFTER EACH SPECIES IS DONE FLOWERING AND REMOVE ALL

DEBRIS AND CLIPPINGS. PRUNE OFF ANY DAMAGE DONE TO PERENNIALS BY LATE FROSTS OR

DECLINING FOLIAGE. STAKE PLANTS AS NECESSARY TO KEEP THEM OFF OF SURROUNDING WALKS.

· EACH EARLY SPRING, CUT ALL PERENNIAL/ORNAMENTAL GRASSES DOWN TO A HEIGHT OF 6” ABOVE GRADE AND REMOVE ALL DEBRIS AND CLIPPINGS PRIOR TO THE EMERGENCE OF SPRING FLOWERING

BULBS.

· PERFORM REGULAR CHECKS FOR PROPER MULCH AND SOIL MOISTURE LEVELS TO HELP DETERMINE

ANY PLANT MATERIAL GROWTH PROBLEMS

TREES:

· PRUNING OF TREES TO BE DONE ON AN AS NEEDED BASIS ONLY AND UNDER THE DIRECTION OF THE

ARBORIST, UNLESS OTHERWISE REQUESTED BY THE OWNER. REMOVE ONLY DEAD, DYING OR BROKEN BRANCHES. UNLESS OTHERWISE INDICATED BY ARCHITECT, DO NOT CUT TREE LEADERS; REMOVE

ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES. PRUNE TO RETAIN NATURAL

CHARACTER AND TO KEEP CLEAR OF SURROUNDING WALKS.

· TREES ARE TO BE MAINTAINED IN GOOD TO EXCELLENT CONDITION.

· TREES ARE TO APPEAR CLEAN, NEAT, AND WELL-TRIMMED WITH NO DEAD, BROKEN, OR DISEASED

LIMBS.

· TREES ARE TO BE FREE OF PESTS.

· DEAD OR DYING TREES ARE TO BE REPLACED WITH THE SAME TREE TYPE WHEN CONDITIONS ALLOW -

REPLACE WITHIN TWO WEEKS.

· PROMPTLY TREAT ANY ACCIDENTAL DAMAGE DONE TO TREES ACCORDING TO STANDARD

HORTICULTURAL PRACTICE.

· REMOVE LEAVES AS NEEDED TO KEEP LAWNS, PARKING LOTS, AND SIDEWALKS CLEAR OF DEBRIS.

· REMOVE STAKES AND GUY WIRES 12 MONTHS AFTER INSTALLATION UNLESS DIRECTED OTHERWISE BY

OWNER. REMOVE ANY REMAINING TREE WRAPPINGS AFTER THE FIRST GROWING SEASON.

· TREES TO BE FERTILIZED TWICE A YEAR. ONCE IN APRIL AND AGAIN IN OCTOBER.

SHRUBS AND GROUND COVERS:

· PRUNING OF SHRUBS TO BE DONE ON AN AS NEEDED BASIS ONLY, UNLESS OTHERWISE REQUESTED BY

THE OWNER. REMOVE ONLY DEAD, DYING OR BROKEN BRANCHES. PRUNE SHRUBS TO RETAIN NATURAL

CHARACTER AND TO KEEP CLEAR OF SURROUNDING WALKS.

· SHRUBS AND GROUND COVERS ARE TO BE MAINTAINED IN GOOD TO EXCELLENT CONDITION.

· SHRUBS AND GROUND COVERS ARE TO BE FREE OF WEEDS, LITTER, AND PLANT DEBRIS.

· SHRUBS AND GROUND COVERS ARE TO APPEAR CLEAN, NEAT, AND TRIMMED OF DEAD, BROKEN, OR

DISEASED BRANCHES. UNLESS OTHERWISE SPECIFIED, SHRUBS AND GROUNDCOVERS ARE TO BE LEFT

IN THEIR NATURAL FORM.

· DEAD OR DYING SHRUBS ARE TO BE REPLACED WITH THE SAME TYPE WHEN CONDITIONS ALLOW -

REPLACE WITHIN TWO WEEKS.

· SHRUBS AND GROUND COVERS ARE TO BE FREE OF PESTS.

· PERFORM REGULAR CHECKS FOR PROPER MULCH AND SOIL MOISTURE LEVELS TO HELP DETERMINE

ANY PLANT MATERIAL GROWTH PROBLEMS.

LAWN:

· LAWN AREAS ARE TO BE HEALTHY GREEN IN COLOR.

· LAWN AREAS ARE TO HAVE NO DRY SPOTS.

· LAWN AREAS ARE TO BE MOWED AT A UNIFORM HEIGHT AND APPEARANCE.

· LAWN EDGES ARE TO BE TRIMMED BACK TO THE SIDEWALK EDGE AND ARE FLUSH OR NO MORE THAN

ONE INCH BELOW ADJACENT SIDEWALKS AND MOW STRIPS.

· LAWN AROUND TREE BASE IS TO BE CUT BACK LEAVING BARE SOIL AROUND MOST TREES.

· NO WEEDS MAY BE PRESENT.

· SPRINKLER HEADS ARE TO BE AT OR SLIGHTLY BELOW LAWN LEVEL.

· LAWN IS OF UNIFORM MAKEUP IN TYPE, SIZE AND TEXTURE.

IRRIGATION SYSTEM:

· THE IRRIGATION SYSTEM IS TO OPERATE AS DESIGNED FOR THE CONDITIONS OF THE SITE.

· ZONES ARE TO BE SEPARATED BASED ON WATERING NEEDS OF PLANTS, SOIL TYPES, SLOPES, AND

SOLAR EXPOSURE.

· THE SYSTEM MUST PERFORM WITH MATCHED PRECIPITATION RATES, UNIFORM DISTRIBUTION, AND

HEAD TO HEAD COVERAGE.

· THERE MUST BE NO BROKEN EQUIPMENT OR SPRINKLER HEADS AND THE AUTOMATIC ELECTRONIC

SIGNALING IS TO OPERATE WITHOUT PROBLEM.

· WATER QUALITY TO BE TESTED AND REPORTED PRIOR TO INSTALLATION OF IRRIGATION SYSTEM AND

PLANTING. THE WATER FOR THE LANDSCAPE IS TO BE RELATIVELY CLEAN AND POSE NO THREAT TO

PUBLIC HEALTH AND SAFETY.

· THE WATER IS TO CONTAIN NO ELEMENT THAT WILL INHIBIT PLANT HEALTH OR STAIN HARD SURFACES, AND IS TO BE ODOR FREE. WATER QUALITY SHOULD BE SUCH THAT THE SOURCE HAS BEEN APPROVED

AND FOUND ACCEPTABLE FOR LANDSCAPE IRRIGATION PURPOSES. IN THE EVENT THAT WATER

QUALITY TEST RESULTS ARE FOUND UNSATISFACTORY THE CONTRACTOR IS TO REPORT IMMEDIATELY

TO THE LANDSCAPE ARCHITECT.

HARD SURFACES (WALKWAYS, CURBS, GUTTERS, AND PARKING AREAS):

· HARD SURFACES ARE TO BE KEPT FREE OF LOOSE DEBRIS AND LIVE VEGETATION.

· FOR PARKING AREAS, THERE MUST NOT BE POTHOLES, ALL LONGITUDINAL AND BLOCK CRACKS ARE

SEALED, ALL MARKINGS CLEARLY DISTINGUISHABLE AND VISIBLE, AND THERE WILL BE NO RAVELING OR

SPALLING PRESENT.

· FOR WALKWAYS, CURB, AND GUTTERS, THEY WILL BE KEPT FREE FROM CRACKS, SPALLING, AND CHIPS

HAVE NO TRIP HAZARDS, AND REPAIRS ARE TO BE DONE IN A WORKMANLIKE MANNER.

· WALKS AND PARKING AREAS ARE TO BE FREE OF ICE DURING WORKING HOURS.

SITE DRAINAGE:

· DRAINS, BASINS, CLEAN-OUTS AND PIPE ARE TO BE CLEAN AND FREE OF DEBRIS & FUNCTION

PROPERLY.

· NO WATER MAY FLOW ONTO ADJACENT PROPERTIES.

· DRAINAGE BASINS ARE TO BE KEPT CLEAN OF GARBAGE AND OTHER DEBRIS.

· RETENTION/DETENTION BASINS ARE TO BE KEPT TO DESIGN CAPACITY. EXCESS DIRT MUST BE

REMOVED AS SOON AS POSSIBLE.

· STANDING WATER IS TO BE REMOVED AS SOON AS LOCAL CODES PERMIT.

ENLARGED LANDSCAPE PLAN - EAST

SEE SHEET L202

A1 L501

E2-E4 L501

C1-C4 L501

WOOD SLAT TOP ON CONCRETE BENCH

PORT BY MMCITE, FASTENED

6-SEAT TABLE AND CHAIRS

TANGENT BY FORMS + SURFACES, SURFACE MOUNTED

4-SEAT TABLE AND CHAIRS

TANGENT BY FORMS + SURFACES, SURFACE MOUNTED

SOD

TYPE: KENTUCKY BLUEGRASS

PENNSYLVANIA SEDGE

GRO-LOW FRAGRANT SUMAC

NO MOW WITH RYE BY PRAIRIE NURSERY

RATE: 5-7 LBS. PER 1,000 SF

ENLARGED LANDSCAPE PLAN - NORTH

SEE SHEET L203

ENLARGED LANDSCAPE

PLAN - GREEN ROOF

SEE SHEET L203

B5 L501

D3 L501

D5 L501

C1-C6 L501

D2 L501

E7 L501

B7 L501D4

L501

D4 L501

B1 L501

GREENSPACE

GREENSPACE REQUIRED: 5% OF LOT AREA (TOTAL LOT: 1.70 acres or 73,885 sf) - REQUIRED: 3,694 sf GREENSPACE PROVIDED: 31.31% (23,134 sf)

URBAN OPEN SPACE

URBAN OPEN SPACE REQUIRED: 5% OF LOT AREA (73,885 sf) = 3,694 sf

URBAN OPEN SPACE PROVIDED:

WEST PLAZA 4.24% (3,132 sf) GREEN ROOF PLAZA .75% (556.37 sf) EAST PLAZA 2.75% (2,031 sf) TOTAL 7.74% (5,719.37 sf)

URBAN OPEN SPACE SEATING

REQUIRED: 3,694 sf AT 1 lf/ 30 sf = 123 lf REQUIRED WEST PLAZA SEATING: 119 lf EAST PLAZA SEATING: 93 lf GREEN ROOF PLAZA: 30 lf TOTAL lf SEATING PROVIDED: 242 lf SEATING

TREE CANOPY

TREE CANOPY REQUIRED: 5% OF LOT AREA (3,694 sf) TREE CANOPY PROVIDED: 20 PROPOSED TREES (16 MED, 4 LARGE); 900sf (M); 1600sf (L)

6 EXISTING TREES (6 LARGE)

41.1% (30,400 sf)

STREET TREES

STREET TREES REQUIRED: 1 TREE / 40' (MED. OR LARGE TREE)

RANSOM AVE: 208' = 5.2 5 TREES

STREET TREES PROVIDED:

RANSOM AVE: 7 TREES

ZONING ORDINANCE REQUIREMENTS

REMOVE AND TRANSPLANT

EXISTING TREES, COORDINATE

NEW LOCATION WITH GRCC

L201

OVERALL

LANDSCAPE PLAN

N. MILLER

2 05/29/2025ADDENDUM 1

3 06/05/2025POST BID ADDENDUM 1

4" MAPLE

24" MAPLE

U R

BAN

ESSO

IES

U R

BAN

ESSO

IES

U R

BAN

ESSO

IES

U R

BAN

ESSO

IES

U R

S o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o

2,677

AA3

SH3

AM2

SH3

AA3

AM2

SH3

10" LOCUST

12" LOCUST

4" WATER SERVICE

o o o o o o o o o o o o o o oo o o o o o o o o oo o o

AS2

AG3

LOW-MOW

SEED MIX (220 sf)

LOW-MOW

SEED MIX (751 sf)

109 sf

RG2

73 sf

RG2

42 sf

JW2

GRASS SOD

(359 sf)

GRASS SOD (258 sf)

GRASS SOD (152 sf)

57 sf

RG2

AA4

GRASS SOD (258

sf)

GRASS SOD (359 sf)

PN2

SH2

JB2

SH2

AT2

PT3

SH2

EP2

1,454

GRASS SOD

(2,108 sf)

CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE

TREES

GT 2 Gleditsia triacanthos f. inermis / Thornless Honey Locust B & B 3" NW 3 Nyssa sylvatica 'Wildfire' / Wildfire Tupelo B & B 3" TN 6 Thuja occidentalis 'American Pillar' / American Pillar Arborvitae B & B 6' - 8' HT

CODE QTY BOTANICAL / COMMON NAME CONT FT HT

SHRUBS

AA3 6 Aronia arbutifolia / Red Chokeberry #5 CONT AM2 10 Aronia melanocarpa / Black Chokeberry #5 CONT HV 1 Hamamelis virginiana / Common Witch Hazel #5 CONT RU 14 Rhamnus frangula 'SMNRFBT' / Fine Line® Improved Buckthorn #5 CONT SH3 96 Salvia nemorosa 'Snow Hill' / Snow Hill Meadow Sage #1 CONT

ORNAMENTAL GRASSES

IR 20 Imperata cylindrica 'Red Baron' / Japanese Blood Grass #1 CONT

CODE QTY BOTANICAL / COMMON NAME CONT SPACING

GROUND COVERS

CP 4,583 Carex pensylvanica / Pennsylvania Sedge #1 CONT 7.5" o.c.

PLANT SCHEDULE GRCC - EAST

CODE QTY BOTANICAL / COMMON NAME CONT CAL

TREES

AS2 1 Acer saccharum / Sugar Maple B & B 3" AA4 3 Acer x freemanii 'Armstrong' / Armstrong Freeman Maple B & B 3" AG3 3 Amelanchier x grandiflora 'Autumn Brilliance' / Autumn Brilliance Apple Serviceberry B & B MULTI STEM GT 1 Gleditsia triacanthos f. inermis / Thornless Honey Locust B & B 3" NW 7 Nyssa sylvatica 'Wildfire' / Wildfire Tupelo B & B 3"

CODE QTY BOTANICAL / COMMON NAME CONT FT

SHRUBS

CF 43 Cornus sericea 'Farrow' / Arctic Fire® Red Twig Dogwood #7 CONT.

HV 1 Hamamelis virginiana / Common Witch Hazel #5 CONT JB2 4 Juniperus squamata 'Blue Star' / Blue Star Juniper #5 CONT PN2 7 Physocarpus opulifolius / Ninebark #3 CONT PT3 5 Physocarpus opulifolius 'SMPOTW' / Tiny Wine® Ninebark #3 CONT AR 9 Rhododendron x 'Girard's Fuchsia' / Girard's Fuchsia Azalea #3 CONT

ORNAMENTAL GRASSES

CK 137 Calamagrostis x acutiflora 'Karl Foerster' / Karl Foerster Feather Reed Grass #1 CONT IR 20 Imperata cylindrica 'Red Baron' / Japanese Blood Grass #1 CONT SH2 63 Sporobolus heterolepis / Prairie Dropseed #1 CONT

PERENNIALS

AT2 35 Asclepias tuberosa / Butterfly Milkweed #1 CONT DP 24 Dalea purpurea / Purple Prairie Clover #1 CONT EP2 9 Echinacea purpurea / Coneflower #1 CONT SB 75 Stachys byzantina / Lamb's Ear #1 CONT

CODE QTY BOTANICAL / COMMON NAME CONT SPACING

GROUND COVERS

CP 3,776 Carex pensylvanica / Pennsylvania Sedge #1 CONT 7.5" o.c.

JW2 78 sf Juniperus horizontalis 'Wiltonii' / Blue Rug Juniper #1 CONT RG2 274 sf Rhus aromatica 'Gro-Low' / Gro-Low Fragrant Sumac #1 CONT

PLANT SCHEDULE GRCC - WEST

1"=

ENLARGED LANDSCAPE PLAN - EAST

10'010'

NORTH

6/5 /20

:50 :37

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DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

ISSUANCE

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58136042

L. WARREN

1 03/31/2025BIDS AND PERMITS

ASSIGNED PROJECT NO.

366/24118.KSZ

1"=

ENLARGED LANDSCAPE PLAN - WEST

10'010'

NORTH

EXISTING TREE

PROPOSED CANOPY/ ORNAMENTAL TREE

LANDSCAPE LEGEND

LANDSCAPE EDGE RESTRAINT (STEEL)

TABLE AND CHAIRS

CHIPMAN BY LANDSCAPE FORMS, FLEXIBLE

WOOD SLAT TOP ON CONCRETE BENCH

LINK BY LANDSCAPE FORMS, MOUNTED TOP OF WALL

6-SEAT TABLE AND CHAIRS

TANGENT BY FORMS + SURFACES, SURFACE MOUNTED

4-SEAT TABLE AND CHAIRS

TANGENT BY FORMS + SURFACES, SURFACE MOUNTED

SOD

TYPE: KENTUCKY BLUEGRASS

PENNSYLVANIA SEDGE

GRO-LOW FRAGRANT SUMAC

LOW-MOW WITH RYE BY PRAIRIE NURSERY

RATE: 5-7 LBS. PER 1,000 SF

SEE SHEET L203 ENLARGED LANDSCAPE PLAN

GREEN ROOF

TREE GRATE URBAN

ACCESSORIES JAMISON

5' X 5' SQUARE

L202

ENLARGED

LANDSCAPE PLAN

N. MILLER

2 05/29/2025ADDENDUM 1

3 06/05/2025POST BID ADDENDUM 1

10 - C102 - SITE DEMOLITION AND SESC PLAN

10 - C201 - SITE LAYOUT PLAN

10 - C501 - SITE DETAILS

11 - L201 - LANDSCAPE PLAN

11 - L202 - ENLARGED LANDSCAPE PLAN

File details come from the government source that posted it. Updated Jun 18, 2025.