Hasse-Emery Park Improvements - CDs 2026.pdf
PDF 8 MB Posted
- Attached to
- RFP-546916 Hasse-Emery Park Improvement
- Solicitation number
- 546916
- Issued by
- Wayne County, Detroit City, Michigan
About this file
This is a design and construction document set for the Hasse-Emery Park Improvements project prepared by the City of Detroit General Services Department (GSD). The project encompasses 0.89 acres located at 19339 Healy Street in Detroit, Michigan, and involves comprehensive park improvements including tree removal and planting, concrete and asphalt pathway installation, playground equipment placement, site furnishings, and perimeter fencing. The scope of work includes removing 24 trees and shrubs of varying sizes while retaining and pruning 5 existing trees, installing 6,000 square feet of asphalt pavement and 2,900 square feet of concrete walkways and pads, and placing multiple playground structures including slides, swings, springers, and play panels manufactured by Kompan. Additional site elements include 4 benches, 2 picnic tables, 1 BBQ grill, 4 trash receptacles with anti-tipping rings, trike path signage and pavement markings, landscape plantings of 20 trees across four species, and a 480-linear-foot custom 4-foot-height cedar wood fence with concrete maintenance strips. The project demonstrates compliance with Michigan's Soil Erosion and Sedimentation Control (SESC) Law and includes comprehensive site control measures, benchmarking, and coordination with city representatives throughout construction.
The design documents specify manufacturer-approved equipment installations with performance standards, including ASTM-certified playground surfacing with post-installation G-MAX and H.I.C. testing requirements. The contractor must retain an E.G.L.E.-certified Stormwater Operator to provide weekly SESC reports and maintain all erosion control measures throughout the contract period. The contractor is responsible for obtaining Department of Public Works permits for right-of-way work, coordinating with Miss Dig 72 hours prior to excavation, and conducting all work under the supervision of designated GSD representatives. The contract establishes a two-year term and includes specific consequences for SESC violations, with potential fines up to $25,000 per day for noncompliance and no time extensions granted for violations. Installation specifications require compliance with manufacturer details and standard GSD specifications for all site amenities, landscaping materials, and playground equipment, with all disturbed areas requiring permanent erosion control within five days of final grading.
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Text version
DRAWING INDEX
HASSE-EMERY PARK IMPROVEMENTS
CITY OF DETROIT
MARY SHEFFIELD, MAYOR
GENERAL SERVICES DEPARTMENT
CRYSTAL PERKINS, DIRECTOR
JEFF KLEIN, DEPUTY CHIEF OF LANDSCAPE ARCHITECTURE, PLA, ASLA
LANDSCAPE DESIGNER & PROJECT MANAGER
RAYSHAUN LANDRUM, ASLA
SITE LOCATION MAP
19339 Healy St Detroit, Michigan
Property No: 313 Date:3/24/26
Dwg. No. SHEET NO. SHEET TITLE L1.01 1 Existing Conditions and Soil Erosion and
Sedimentation Control (SESC) Plan L1.02 2 Demolition Plan L1.03 3 Site Plan L1.04 4 Asphalt Layout Plan L1.05 5 Concrete Layout Plan L1.06 6 Playground Layout Plan L1.07 7 Playground Surfacing Plan L1.08 8 Play Signs and Pavement Markings Plan L1.09 9 Site Amenities Plan L1.10 10 Landscape Plan L1.11 11 Perimeter Plan
VICINITY MAP
ST. AUBIN
HAMTRAMCK
M O
U N
D
SCHOOLCRAFT
FENKELL
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LE
G R
AP
H
LA
H
SE
R
FWY.
LODGE FWY.
GRAND RIVER
FI
SH
ER
FORT
JEFFRIES FWY.
WARREN
PLYMOUTH
JOY
SO
U
TH
FI
EL
D
F W
Y.
EV
ER
G R
EE
N
G R
EE
N
FI
EL
D
US-10
SC
H
AE
FE
R W
YO
M
IN
G
W
. GR.
DIX
I-75
MICHIGAN
D E T R O I T
BLVD.
HIGHLAND
PARK
TW
ELFTH
McNICHOLS
SEVEN MILE RD.
EIGHT MILE RD.
LI
VE
R N
O
IS
W
OODW
ARD
LODGE FW
Y.
CHRYSLER
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YA
N
R I V E R
SEVEN MILE
WARREN
GRAT
IO
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I-94
E. G
R. BLVD.
EIGHT MILE
VA
N
D
YK
E
O U
TE
R
D R
CONNER
JEFFERSON
MACK
VERNOR
FORD FWY.
SC
H
O
EN
H
ER
R
ALTER EMERY ST
HASSE-EMERY PARK (0.89 ACRES)
H A
SS
E
ST
H
EA
LY
S
T
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G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
GRASS
ADA-PAD
S
SS
S
GRILL
GRILL
GRILL
P
GRILL
P
P
S
GRASS
P
P
PPPPP
P
MS
MS
MS MS
MS
MS
S
S
SS-20394
RIM = 624.92
18" CLAY S INV=612.97
12" CLAY N INV=613.12
6" CLAY S INV=617.92
MS MS
B
B
MS
MS
MS
BMS
B
O H
-E
T T T T T T T T T T T T T T T T T T T T T T T T
OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E
OH-E OH-E
625 62
R /W
R /W
R /W
R /W
R /W
R /W
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R /W
R /W
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R /W
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R /W
R /W
R /W
R /W
R /W
R /W
R /W
R/W R/W R/W R/W R/W R/W R/W R/W
D
D
WMH-20237
RIM = 627.32
BRICK-TOW 2.85
TOV 2.65-FOD-NPV
S A
N S
A N
SAN
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
W W
W W
W W
W W
W W
W W
W W
W
ST
ST
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
G G G G
G G G G
G G G G
G G G G
G G G G
W W
W W
TP
TP
P T
TP
CB
ST
CB
CB-20114
RIM = 624.62
PRECAST-NPV-TOW 4.65S
CB
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
S
SS-20394
RIM = 624.92
18" CLAY S INV=612.97
12" CLAY N INV=613.12
6" CLAY S INV=617.92
CB
BM
BENCHMARK #201
COMPUTED ELEVATION = 627.36
BM
BENCHMARK #202
COMPUTED ELEVATION = 624.75
IP
IR
CP# 101
N: 343914.21 E: 13476917.30
ELEV: 626.47'
CP# 102
N: 343785.03 E: 13477080.98
ELEV: 625.40'
CP# 103
N: 343928.30 E: 13477181.50
ELEV: 625.31'
ST
FOR FILE
PROJ #:
PROP #:
DIST #:
CHECKED:
SHEET TITLE:
APPROVED:DRAWN:
GENERAL SERVICES DEPARTMENT
LANDSCAPE DESIGN UNIT
115 ERSKINE ST, DETROIT MI 48201
PH: (313) 628-0900 FAX:(313) 628-0927
SHEET
DATE
PROJECT NAME:
ISSUED FOR
SCALE:
HASSE-EMERY PARK
IMPROVEMENTS
3/24/26
EXISTING CONDITIONS
AND SESC PLAN
L1.01
RL
JK
JK
1:20
LEGEND:
EROSION CONTROLS:
SEDIMENT CONTROLS:
L5.01
PROJECT SIGN:
· CONTRACTOR IS REQUIRED TO PROVIDE (1) TEMPORARY PROJECT SIGNS (4' x 8' x
4") IN COLOR ON CORRUGATED CHLOROPLAST PRIOR TO CONSTRUCTION;
INSTALLED SIGN SHALL BE 42" ABOVE GRADE.
· INSTALLATION TO BE PERFORMED ACCORDING TO MANUFACTURERS AND
STANDARD GSD SPECS.
ShbubB- Shebeon - Urban land-Avoca complex (USGS soils information)
SITE BOUNDARY
BENCHMARK
CB SQUARE
DECIDUOUS BUSH
FIRE HYDRANT
GATE VALVE
GUY WIRE
IRON PIPE
IRON ROD
EX. MED. DEC TREE
EX. MS DECIDUOUS
POST
POWER/PHONE POLE
POWER POLE
SANIT SEWER MH
SIGN POST
SM DEC TREE
STORM SEWER MH
TELEPHONE POLE
TRAVERSE POINT
WATER VALVE
DRIP LINES
EASEMENT
FENCE
GAS MAIN
OVERHEAD ELEC
OVERHEAD PHONE
PARCEL BOUNDARY
PARCEL LINE
RIGHT-OF-WAY
SANITARY MAIN
STORM MAIN
WATER MAIN
ASPHALT
CONCRETE
00 20 40
BM
CB
B
GA
D
IP
IR
MS
P
P
TP
S
S
ST
T
G G
OH-E
T T
R/W
SAN
ST
W W
TF
TF
TF
TF TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
L5.01
AutoCAD SHX Text 122'
AutoCAD SHX Text
SOIL EROSION AND SEDIMENTATION CONTROL NOTES:
AutoCAD SHX Text Inlet Protection Fabric
AutoCAD SHX Text S58
AutoCAD SHX Text Dust Control
AutoCAD SHX Text E5
AutoCAD SHX Text Drop
AutoCAD SHX Text S58
AutoCAD SHX Text A. THE GENERAL SERVICES DEPARTMENT (GSD) IS AN AUTHORIZED PUBLIC AGENCY THE GENERAL SERVICES DEPARTMENT (GSD) IS AN AUTHORIZED PUBLIC AGENCY (APA) ENTITY AND HAS BEEN GRANTED BY THE STATE OF MICHIGAN THE PRIVILEGE TO UNDERTAKE EARTH CHANGE ACTIVITIES WITHOUT HAVING TO OBTAIN A SOIL EROSION AND SEDIMENTATION CONTROL (SESC) PERMIT. THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE STATE OF MICHIGAN'S SESC LAW AND REQUIREMENTS; COMPLYING WITH ALL CONTRACT DOCUMENTS, APPROVED S.E.S.C. PLANS, PERMIT CONDITIONS THAT ENFORCES P.A. 451, PARTS 41 AND 91 SOIL EROSION AND SEDIMENTATION CONTROL OF THE NATURAL RESOURCES AND ENVIRONMENTAL PROTECTION ACT AND WAYNE COUNTY SOIL SEDIMENTATION CONTROL ORDINANCE NO. 2001-759. B. PRIOR TO BEGINNING ANY EARTH CHANGE, THE CONTRACTOR MUST RETAIN A PRIOR TO BEGINNING ANY EARTH CHANGE, THE CONTRACTOR MUST RETAIN A E.G.L.E. CERTIFIED STORM WATER OPERATOR (C.S.W.O.) TO PROVIDE THE REQUIRED S.E.S.C. REPORTS (WHICH INCLUDE THE WEEKLY AND STORM EVENT REPORTS AS WELL AS ALL FOLLOW UP REPORTS FOR BOTH VIOLATIONS AND STORM EVENT CORRECTIONS) ON THE STANDARD E.G.L.E. FORM. THE E.G.L.E. FORM. THE FORM. THE CONTRACTOR SHALL PROVIDE THE REPORTS TO THE OWNER ON A WEEKLY BASIS, AND RETAIN THOSE REPORTS FOR THREE YEARS. C. PRIOR TO BEGINNING ANY EARTH CHANGE, THE CONTRACTOR MUST INSTALL AND PRIOR TO BEGINNING ANY EARTH CHANGE, THE CONTRACTOR MUST INSTALL AND MAINTAIN ALL S.E.S.C. MEASURES AS SHOWN ON THE CONTRACT DOCUMENTS AND AS DIRECTED BY THE OWNER, C.S.W.O., M.E.A./C.E.A. OR E.G.L.E. AT E.G.L.E. AT AT ANYTIME DURING THE LIFE OF THE CONTRACT OR UNTIL THE CITY OF DETROIT OFFICIALLY TAKES OVER RESPONSIBILITY FOR THE SITE. IMMEDIATELY PRIOR TO THE CITY OF DETROIT TAKING RESPONSIBILITY FOR THE SITE, THE CONTRACTOR WILL BE REQUIRED TO CLEAN ALL CATCH BASINS AFFECTED BY THE CONSTRUCTION, BOTH WITHIN THE CONTRACT LIMITS AND ALL SURROUNDING ROADS AND LAWN AREAS WHERE SOIL MAY HAVE SPREAD AS THE RESULT OF CONSTRUCTION ACTIVITIES. D. THE CONTRACTOR SHALL CONDUCT ALL EXCAVATION, FILLING, GRADING, AND THE CONTRACTOR SHALL CONDUCT ALL EXCAVATION, FILLING, GRADING, AND CLEANUP OPERATIONS IN A MANNER SUCH THAT SEDIMENT, GENERATED BY WIND OR WATER, IS NOT DISCHARGED INTO ANY STORM SEWER, DRAINAGE DITCH, RIVER, LAKE, AIR, OR UNDERGROUND UTILITY SYSTEM. STAGE WORK IS NECESSARY TO MINIMIZE THE AREA OF EXPOSED SOIL, THEREBY REDUCING THE OPPORTUNITY FOR SOIL EROSION. E. CONTRACTOR RESPONSIBLE FOR WATER FROM TRENCHES AND OTHER CONTRACTOR RESPONSIBLE FOR WATER FROM TRENCHES AND OTHER EXCAVATION SHALL BE PUMPED INTO A FILTRATION BAG TO REMOVE SEDIMENTS FROM THE WATER F. IF SEDIMENT EXTENDS BEYOND THE PROJECT LIMITS, THE CONTRACTOR SHALL BE IF SEDIMENT EXTENDS BEYOND THE PROJECT LIMITS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND RESTORATION OF ALL SURFACES AND UTILITY SYSTEMS TO THE CONDITION THAT EXISTED PRIOR TO THE CONTRACT AWARD. G. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL S.E.S.C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL S.E.S.C. MEASURES ON A DAILY BASIS. H. ACCESS ROADS AND ADJACENT CONCRETE PATHWAYS SHALL BE MAINTAINED ACCESS ROADS AND ADJACENT CONCRETE PATHWAYS SHALL BE MAINTAINED BROOM CLEAN AT ALL TIMES, AT THE END OF EACH CONSTRUCTION DAY BY CONTRACTOR. I. SHOULD VIOLATIONS BE IDENTIFIED BY THE CITY, C.S.W.O., M.E.A./C.E.A. OR SHOULD VIOLATIONS BE IDENTIFIED BY THE CITY, C.S.W.O., M.E.A./C.E.A. OR E.G.L.E., THEY SHALL BE CORRECTED WITHIN 24 HOURS OF NOTIFICATION. THE , THEY SHALL BE CORRECTED WITHIN 24 HOURS OF NOTIFICATION. THE CORRECTION(S) MUST BE APPROVED BY THE CITY, C.S.W.O., M.E.A./C.E.A. OR E.G.L.E. ALL SUBSEQUENT INSPECTIONS PERFORMED BY THE OWNER, C.S.W.O., ALL SUBSEQUENT INSPECTIONS PERFORMED BY THE OWNER, C.S.W.O., M.E.A./C.E.A. OR E.G.L.E. AS A RESULT OF THE VIOLATION (AND ANY OTHER E.G.L.E. AS A RESULT OF THE VIOLATION (AND ANY OTHER . AS A RESULT OF THE VIOLATION (AND ANY OTHER ASSOCIATED COSTS) WILL BE PAID BY THE CONTRACTOR. IF IDENTIFIED VIOLATIONS ARE NOT CORRECTED WITHIN 24 HOURS OF WRITTEN NOTICE, THE CITY WILL MAKE THE REQUIRED REPAIRS WITHOUT FURTHER NOTIFICATION, AT THE CONTRACTOR'S EXPENSE. J. FINES ASSESSED AS A RESULT OF THE VIOLATION FOR NONCOMPLIANCE OF THE FINES ASSESSED AS A RESULT OF THE VIOLATION FOR NONCOMPLIANCE OF THE S.E.S.C. PROVISIONS WILL BE PAID BY THE CONTRACTOR. SHOULD A "STOP WORK" ORDER FOR NONCOMPLIANCE BE ISSUED, A TIME EXTENSION REQUEST FOR THAT TIME PERIOD WILL NOT BE GRANTED (FINES COULD BE ASSESSED UP TO AND INCLUDING $25,000 PER DAY FOR EACH VIOLATION). K. STRIP ALL TOPSOIL WITHIN THE LIMITS OF WORK AS INDICATED ON DEMOLITION STRIP ALL TOPSOIL WITHIN THE LIMITS OF WORK AS INDICATED ON DEMOLITION PLAN. STOCKPILE ALL STRIPPED TOPSOIL TO LOCATION BE DETERMINED BY CITY REPRESENTATIVE PRIOR TO STRIPPING. L. DIRT OR MUD TRACKED ONTO PAVED AREAS SHALL BE PROMPTLY REMOVED AND DIRT OR MUD TRACKED ONTO PAVED AREAS SHALL BE PROMPTLY REMOVED AND CLEANED DAILY. M. THERE ARE NO WETLANDS ON THE PROJECT SITE OR IMMEDIATELY ADJACENT TO THERE ARE NO WETLANDS ON THE PROJECT SITE OR IMMEDIATELY ADJACENT TO THE PROJECT SITE. N. STORM WATER FROM SUBJECT SITE WILL NOT ADVERSELY IMPACT ADJACENT STORM WATER FROM SUBJECT SITE WILL NOT ADVERSELY IMPACT ADJACENT PROPERTIES. O. ALL DISTURBED AREAS SHALL RECEIVE PERMANENT EROSION CONTROL WITHIN 5 ALL DISTURBED AREAS SHALL RECEIVE PERMANENT EROSION CONTROL WITHIN 5 DAYS OF FINAL GRADING. P. SOIL TYPE WITHIN SITE BOUNDARIES IS "URBANIZED SOILS." SOIL TYPE WITHIN SITE BOUNDARIES IS "URBANIZED SOILS." Q. TOTAL ACRES OF THE PROJECT = 0.89TOTAL ACRES OF THE PROJECT = 0.89
AutoCAD SHX Text
LEGAL DESCRIPTION:
AutoCAD SHX Text W HEALY E 71 FT OF S 10 FT 58 E 71 FT OF N 15 FT 57 S 15 FT 57 56 THRU 52 154 THRU 159 AND VAC ALLEY ADJ SEVEN OAKS SUB L36 P9 PLATS, W C R 190 IRREG13243 190 IRREG
AutoCAD SHX Text E5
AutoCAD SHX Text E5
AutoCAD SHX Text E5
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
GRASS
ADA-PAD
S
SS
S
GRILL
GRILL
GRILL
P
GRILL
P
P
S
GRASS
P
P
PPPPP
P
MS
MS
MS MS
MS
MS
S
S
SS-20394
RIM = 624.92
18" CLAY S INV=612.97
12" CLAY N INV=613.12
6" CLAY S INV=617.92
MS MS
B
B
MS
MS
MS
BMS
B
O H
-E
T T T T T T T T T T T T T T T T T T T T T T T T
OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E
OH-E OH-E
625 62
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
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R /W
R /W
R /W
R /W
R /W
R/W R/W R/W R/W R/W R/W R/W R/W
D
D
WMH-20237
RIM = 627.32
BRICK-TOW 2.85
TOV 2.65-FOD-NPV
S A
N S
A N
SAN
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
W W
W W
W W
W W
W W
W W
W W
W
ST
ST
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N
W W
W W
W W
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W W
W W
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W W
W
W W
W
G G G G
G G G G
G G G G
G G G G
G G G G G
G
W W
W W
TP
TP
P T
TP
CB
ST
CB
CB-20114
RIM = 624.62
PRECAST-NPV-TOW 4.65S
CB
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
S
SS-20394
RIM = 624.92
18" CLAY S INV=612.97
12" CLAY N INV=613.12
6" CLAY S INV=617.92
CB
BM
BENCHMARK #201
COMPUTED ELEVATION = 627.36
BM
BENCHMARK #202
COMPUTED ELEVATION = 624.75
IP
IR
CP# 101
N: 343914.21 E: 13476917.30
ELEV: 626.47'
CP# 102
N: 343785.03 E: 13477080.98
ELEV: 625.40'
CP# 103
N: 343928.30 E: 13477181.50
ELEV: 625.31'
ST
FOR FILE
PROJ #:
PROP #:
DIST #:
CHECKED:
SHEET TITLE:
APPROVED:DRAWN:
GENERAL SERVICES DEPARTMENT
LANDSCAPE DESIGN UNIT
115 ERSKINE ST, DETROIT MI 48201
PH: (313) 628-0900 FAX:(313) 628-0927
SHEET
DATE
PROJECT NAME:
ISSUED FOR
SCALE:
HASSE-EMERY PARK
IMPROVEMENTS
3/24/26
DEMOLITION LAYOUT
PLAN
L1.02
RL
JK
JK
1:20
LEGEND:
QUANTITIES
SYMBOL DESCRIPTION TOTAL UNIT NOTES
TREE/SHRUB/VEGETATION
REMOVAL 5" OR LESS DBH 19 EA TREE/VEGETATION REMOVAL TO INCLUDE
STUMP AND PROPERLY DISPOSE
TREE REMOVAL
6"-18" DBH 3 EA TREE REMOVALS TO INCLUDE STUMP AND
PROPERLY DISPOSE
TREE REMOVAL
19"-36" DBH 2 EA TREE REMOVALS TO INCLUDE STUMP AND
PROPERLY DISPOSE
TREES TO REMAIN AND
PRUNE 5 EA
CONTRACTOR TO ASSESS TREE HEALTH
AND SAFETY, REMOVING DEAD OR
HAZARDOUS BRANCHES AND SHAPING
THE TREE FOR AESTHETIC OR
STRUCTURAL REASONS; PRUNE TREES
IN APPROPRIATE SEASON
REMOVE CONCRETE 70 SF REMOVE AND PROPERLY DISPOSE
REMOVAL 6' FENCE POSTS
AND RAILS 70 LF
FENCE REMOVAL TO INCLUDE FOOTINGS AND
ANY ASSOCIATED DEBRIS; PROPERLY
DISPOSE
REMOVE PICNIC TABLES,
BBQ GRILLS AND BOLLARD 10 EA REMOVE ITEMS AND ANY ASSOCIATED
FOOTINGS; PROPERLY DISPOSE
SALVAGE EX. 4' PARK SIGN
FOR REUSE 1 EA INSTALL PER GSD SPECS AND DETAILS
CATCH BASIN CLEAN UP
AND INSPECTION 1 LSUM
CONTRACTOR TO REMOVE ALL ACCUMULATED
SEDIMENT/DIRT/WATER FROM CATCH BASIN;
VISUALLY INSPECT STRUCTURE FOR DEFECTS
AND PROVIDE CONDITION REPORT; IF
APPLICABLE RESTORE CATCH BASIN TO FULL
CAPACITY, ENSURING PROPER WATER FLOW
00 20 40
SITE BOUNDARY
BENCHMARK
CB SQUARE
DECIDUOUS BUSH
FIRE HYDRANT
GATE VALVE
GUY WIRE
IRON PIPE
IRON ROD
EX. MED. DEC TREE
MONUMENT
EX. MS DECIDUOUS
POST
POWER/PHONE POLE
POWER POLE
SANIT SEWER MH
SIGN POST
SM DEC TREE
STORM SEWER MH
TELEPHONE POLE
TRAVERSE POINT
WATER VALVE
BRUSH LIMITS
DRIP LINES
EASEMENT
FENCE
GAS MAIN
OVERHEAD ELEC
OVERHEAD PHONE
PARCEL BOUNDARY
PARCEL LINE
RIGHT-OF-WAY
SANITARY MAIN
STORM MAIN
WATER MAIN
BM
CB
B
GA
D
IP
IR
MS
P
P
TP
S
S
ST
T
G G
OH-E
T T
R/W
SAN
ST
W W
L5.01
AutoCAD SHX Text 122'
AutoCAD SHX Text
DEMOLITION NOTES:
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text A. THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE TO DETERMINE THE THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE TO DETERMINE THE EXTENT OF THE WORK DEMOLITION AND CONSTRUCTION (WHETHER SHOWN ON THE DRAWINGS OR NOT). B. EXISTING MATERIALS/ITEMS TO BE SALVAGE BY CONTRACTOR SHALL BE STOCKPILED EXISTING MATERIALS/ITEMS TO BE SALVAGE BY CONTRACTOR SHALL BE STOCKPILED OR STORED IN APPROVED LOCATIONS BY CITY REPRESENTATIVE AND RELOCATED. CONTRACTOR TO PROTECT ALL MATERIALS DESIGNATED TO REMAIN AND SOLELY RESPONSIBLE FOR REPLACEMENT OF ANY MATERIALS THAT BECOME DAMAGED DURING CONSTRUCTION. THE EXTENT OF REPLACEMENT/REPAIR OF DAMAGED MATERIALS/ITEMS SHALL BE DETERMINED BY CITY REPRESENTATIVE. C. THE CONTRACTOR SHALL REMOVE AND CLEAR DEBRIS FROM OFFSITE IN A LEGAL THE CONTRACTOR SHALL REMOVE AND CLEAR DEBRIS FROM OFFSITE IN A LEGAL MANNER. D. CONTACT MISS DIG 72 HOURS PRIOR TO ANY DEMOLITION.CONTACT MISS DIG 72 HOURS PRIOR TO ANY DEMOLITION.
ALLEY
SS
P
PMS MSMS MS
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
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FOR FILE
PROJ #:
PROP #:
DIST #:
CHECKED:
SHEET TITLE:
APPROVED:DRAWN:
GENERAL SERVICES DEPARTMENT
LANDSCAPE DESIGN UNIT
115 ERSKINE ST, DETROIT MI 48201
PH: (313) 628-0900 FAX:(313) 628-0927
SHEET
DATE
PROJECT NAME:
ISSUED FOR
SCALE:
HASSE-EMERY PARK
IMPROVEMENTS
3/24/26
SITE PLAN
L1.03
RL
JK
JK
1:10
LEGEND:
00 10 20
SITE BOUNDARY
BENCHMARK
CB SQUARE
DECIDUOUS BUSH
FIRE HYDRANT
GATE VALVE
GUY WIRE
IRON PIPE
IRON ROD
EX. MED. DEC TREE
MONUMENT
EX. MS DECIDUOUS
POST
POWER/PHONE POLE
POWER POLE
SANIT SEWER MH
SIGN POST
SM DEC TREE
STORM SEWER MH
TELEPHONE POLE
TRAVERSE POINT
WATER VALVE
DRIP LINES
EASEMENT
FENCE
GAS MAIN
OVERHEAD ELEC
OVERHEAD PHONE
PARCEL BOUNDARY
PARCEL LINE
RIGHT-OF-WAY
SANITARY MAIN
STORM MAIN
WATER MAIN
BM
CB
B
GA
D
IP
IR
MS
P
P
TP
S
S
ST
T
G G
OH-E
T T
R/W
SAN
ST
W W
AutoCAD SHX Text 122'
AutoCAD SHX Text
HEALY ST
AutoCAD SHX Text
HASSE ST
AutoCAD SHX Text
EMERY ST
G G
G G
G G
G G
G G
G G
G G
G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
S
SS
P
PMS MS
S
SS-20394
RIM = 624.92
18" CLAY S INV=612.97
12" CLAY N INV=613.12
6" CLAY S INV=617.92
MS MS
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E
OH-E OH-E OH-E OH-E
R /W
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R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
D
S A
N S
A N
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
W W
W W
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W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
W
G G G G
G G G G
G G G G
G G G G G
W
TP
TP
P T
CB
CB-20114
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
S
SS-20394
RIM = 624.92
18" CLAY S INV=612.97
12" CLAY N INV=613.12
6" CLAY S INV=617.92
CB
CP# 101
N: 343914.21 E: 13476917.30
ELEV: 626.47'
ST
L5.02
00 10 20
FOR FILE
PROJ #:
PROP #:
DIST #:
CHECKED:
SHEET TITLE:
APPROVED:DRAWN:
GENERAL SERVICES DEPARTMENT
LANDSCAPE DESIGN UNIT
115 ERSKINE ST, DETROIT MI 48201
PH: (313) 628-0900 FAX:(313) 628-0927
SHEET
DATE
PROJECT NAME:
ISSUED FOR
SCALE:
HASSE-EMERY PARK
IMPROVEMENTS
3/24/26
ASPHALT
LAYOUT PLAN
L1.04
RL
JK
JK
1:10
LEGEND:
QUANTITIES
SYMBOL DESCRIPTION TOTAL UNIT NOTES
INSTALL 8' W ASPHALT
PAVEMENT
6,000 SF INSTALL PER GSD
SPECS AND DETAILS
NOTES:
· CONTRACTOR IS REQUIRED TO OBTAIN A DEPARTMENT OF PUBLIC WORKS (DPW) PERMIT
FOR RIGHT-OF-WAY (R.O.W.) WORK.
· CONTRACTOR TO VERIFY ASPHALT LAYOUT IN THE FIELD WITH CITY REPRESENTATIVE
PRIOR TO ANY ASPHALT WORK.
SITE BOUNDARY
BENCHMARK
CB SQUARE
DECIDUOUS BUSH
FIRE HYDRANT
GATE VALVE
GUY WIRE
IRON PIPE
IRON ROD
EX. MED. DEC TREE
MONUMENT
EX. MS DECIDUOUS
POST
POWER/PHONE POLE
POWER POLE
SANIT SEWER MH
SIGN POST
SM DEC TREE
STORM SEWER MH
TELEPHONE POLE
TRAVERSE POINT
WATER VALVE
DRIP LINES
EASEMENT
FENCE
GAS MAIN
OVERHEAD ELEC
OVERHEAD PHONE
PARCEL BOUNDARY
PARCEL LINE
RIGHT-OF-WAY
SANITARY MAIN
STORM MAIN
WATER MAIN
BM
CB
B
GA
D
IP
IR
MS
P
P
TP
S
S
ST
T
G G
OH-E
T T
R/W
SAN
ST
W W
AutoCAD SHX Text 57'-4"
AutoCAD SHX Text 33'-8"
AutoCAD SHX Text 21'-5"
AutoCAD SHX Text
25'-9" FROM SIDEWALK
AutoCAD SHX Text 19'-8"
AutoCAD SHX Text 23'
AutoCAD SHX Text 46'-3"
AutoCAD SHX Text 13'
AutoCAD SHX Text 22'-2"
AutoCAD SHX Text 16'
AutoCAD SHX Text 7'-10"
AutoCAD SHX Text
APPROX. 26' FROM EX. FENCE
AutoCAD SHX Text
APPROX. 55'-10" FROM EX. FENCE
AutoCAD SHX Text 24'
AutoCAD SHX Text 23'-7"
AutoCAD SHX Text 16'-2"
AutoCAD SHX Text 37'
AutoCAD SHX Text 15'-4"
AutoCAD SHX Text
APPROX. 35'-9" FROM EX. FENCE
AutoCAD SHX Text
APPROX. 88'-5"
AutoCAD SHX Text 45'-9"
AutoCAD SHX Text
APPROX. 9'-8"
AutoCAD SHX Text
APPROX. 80'-8"
AutoCAD SHX Text 43'-8"
AutoCAD SHX Text 122'
AutoCAD SHX Text
APPROX. 77'
AutoCAD SHX Text
APPROX. 22'-6"
AutoCAD SHX Text 30'
AutoCAD SHX Text 44'-6"
AutoCAD SHX Text
HASSE ST
AutoCAD SHX Text
EMERY ST
AutoCAD SHX Text
HEALY ST
G G
G G
G G
G G
G G
G G
G G
G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
S
SS
P
PMS MS
S
SS-20394
RIM = 624.92
18" CLAY S INV=612.97
12" CLAY N INV=613.12
6" CLAY S INV=617.92
MS MS
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E
OH-E OH-E OH-E OH-E
R /W
R /W
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R /W
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R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
D
S A
N S
A N
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
W
G G G G
G G G G
G G G G
G G G G G
W
TP
TP
P T
CB
CB-20114
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
S
SS-20394
RIM = 624.92
18" CLAY S INV=612.97
12" CLAY N INV=613.12
6" CLAY S INV=617.92
CB
CP# 101
N: 343914.21 E: 13476917.30
ELEV: 626.47'
ST
00 10 20
FOR FILE
PROJ #:
PROP #:
DIST #:
CHECKED:
SHEET TITLE:
APPROVED:DRAWN:
GENERAL SERVICES DEPARTMENT
LANDSCAPE DESIGN UNIT
115 ERSKINE ST, DETROIT MI 48201
PH: (313) 628-0900 FAX:(313) 628-0927
SHEET
DATE
PROJECT NAME:
ISSUED FOR
SCALE:
HASSE-EMERY PARK
IMPROVEMENTS
3/24/26
CONCRETE
LAYOUT PLAN
L1.05
RL
JK
JK
1:10
LEGEND:
NOTES:
· CONTRACTOR IS REQUIRED TO OBTAIN A DEPARTMENT OF PUBLIC WORKS (DPW) PERMIT
FOR RIGHT-OF-WAY (R.O.W.) WORK.
· CONTRACTOR TO VERIFY CONCRETE LAYOUT IN THE FIELD WITH CITY REPRESENTATIVE
PRIOR TO ANY CONCRETE WORK.
QUANTITIES
SYMBOL DESCRIPTION TOTAL UNIT NOTES
INSTALL 4" CONCRETE
(CONCRETE WALKS AND
PADS ONLY)
2,900 SF INSTALL PER GSD
SPECS. AND DETAILS
L5.02
SITE BOUNDARY
BENCHMARK
CB SQUARE
DECIDUOUS BUSH
FIRE HYDRANT
GATE VALVE
GUY WIRE
IRON PIPE
IRON ROD
EX. MED. DEC TREE
MONUMENT
EX. MS DECIDUOUS
POST
POWER/PHONE POLE
POWER POLE
SANIT SEWER MH
SIGN POST
SM DEC TREE
STORM SEWER MH
TELEPHONE POLE
TRAVERSE POINT
WATER VALVE
DRIP LINES
EASEMENT
FENCE
GAS MAIN
OVERHEAD ELEC
OVERHEAD PHONE
PARCEL BOUNDARY
PARCEL LINE
RIGHT-OF-WAY
SANITARY MAIN
STORM MAIN
WATER MAIN
BM
CB
B
GA
D
IP
IR
MS
P
P
TP
S
S
ST
T
G G
OH-E
T T
R/W
SAN
ST
W W
L5.02
L5.02
L5.02
L5.02
L5.02
AutoCAD SHX Text
6' TYP.
AutoCAD SHX Text 44'-8"
AutoCAD SHX Text 12'-10"
AutoCAD SHX Text 5'
AutoCAD SHX Text 4'-4"
AutoCAD SHX Text 27'-4"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8'
AutoCAD SHX Text 31'
AutoCAD SHX Text 35'-10"
AutoCAD SHX Text 8"
AutoCAD SHX Text
APPROX. 88'-4"
AutoCAD SHX Text
APPROX. 63'-4"
AutoCAD SHX Text
6' TYP.
AutoCAD SHX Text 122'
AutoCAD SHX Text 13'
AutoCAD SHX Text 4'-1"
AutoCAD SHX Text 13'
AutoCAD SHX Text 17'-1"
AutoCAD SHX Text 6'
AutoCAD SHX Text 8'
AutoCAD SHX Text
11' TYP.
AutoCAD SHX Text 4'
AutoCAD SHX Text 28'
AutoCAD SHX Text
4' TYP.
AutoCAD SHX Text
4' TYP.
AutoCAD SHX Text
4' TYP.
AutoCAD SHX Text
10' TYP.
AutoCAD SHX Text 6'
AutoCAD SHX Text
HASSE ST
AutoCAD SHX Text
EMERY ST
AutoCAD SHX Text
HEALY ST
PROPOSED ASPHALT
P
PMS MSMS MS
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R/W R/W R/W R/W R/W R/W R/W R/W
S T
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
ST
FOR FILE
PROJ #:
PROP #:
DIST #:
CHECKED:
SHEET TITLE:
APPROVED:DRAWN:
GENERAL SERVICES DEPARTMENT
LANDSCAPE DESIGN UNIT
115 ERSKINE ST, DETROIT MI 48201
PH: (313) 628-0900 FAX:(313) 628-0927
SHEET
DATE
PROJECT NAME:
ISSUED FOR
SCALE:
HASSE-EMERY PARK
IMPROVEMENTS
3/24/26
PLAYGROUND
LAYOUT PLAN
L1.06
RL
JK
JK
1:20
L5.05
LEGEND:
NOTES:
· PLAYGROUND LAYOUT TO BE APPROVED BY MANUFACTURER REPRESENTATIVE
AND MEET REQUIRED FALL ZONE CLEARANCE AROUND EACH PLAYGROUND
STRUCTURE.
· INSTALLATION OF EACH PLAYGROUND STRUCTURE TO BE PERFORMED
ACCORDING TO MANUFACTURER SPECS AND DETAILS.
PLAYGROUND EQUIPMENT
SYMBOL DESCRIPTION TOTAL UNIT NOTES
PROVIDE AND INSTALL THE
WIZARD'S HIDEAWAY ADA 1 EA
KOMPAN,
NRO40901-CUSTOM-FSC
VARIANT W/ WIDE STAINLESS
STEEL SLIDE AND HAMMOCK,
ROBINIA UNIT WOOD,
IN-GROUND, OR APPROVED
EQUAL
PROVIDE AND INSTALL
JUNGLE 4X4 1 EA
KOMPAN, NRO563-1001,
ROBINIA UNIT WOOD,
IN-GROUND, OR APPROVED
EQUAL
PROVIDE AND INSTALL
FOREST BUG SPRINGER 1 EA
KOMPAN, NRO112-0421,
COLORED FINISH, IN-GROUND,
OR APPROVED EQUAL
PROVIDE AND INSTALL
BEE SPRINGER 1 EA
KOMPAN, NRO118-0421,
COLORED FINISH, IN-GROUND,
OR APPROVED EQUAL
PROVIDE AND INSTALL
VILLAGE HOUSE 1 EA
KOMPAN, NRO40501-0601,
ROBINIA UNIT WOOD,
IN-GROUND, OR APPROVED
EQUAL
PROVIDE AND INSTALL KIDS
TABLE W/ 4 SITTING STUMPS 1 EA
KOMPAN, NRO212-0501,
ROBINIA UNIT WOOD,
IN-GROUND, OR APPROVED
EQUAL
PROVIDE AND INSTALL
DOUBLE SWING
COMBINATION
1 EA
KOMPAN,
NRO924-CUSTOM-FSC-VARIAN
T W/ BABY SEAT, YOU AND ME
SWING, AND ROPE NEST OR
APPROVED EQUAL
PROVIDE AND INSTALL
MUSIC PLAY PANEL 2 1 EA
KOMPAN, NRO613-1001,
ROBINIA UNIT WOOD,
IN-GROUND, OR APPROVED
EQUAL
PROVIDE AND INSTALL PLAY
PANEL 3 - LEARNING 1 EA
KOMPAN, NRO615-001,
ROBINIA UNIT WOOD,
IN-GROUND, OR APPROVED
EQUAL
PROVIDE AND INSTALL
GAS STATION W/ 2 PUMPS,
PLAY
1 EA
KOMPAN, NRO513-1021,
COLORED FINISH, IN-GROUND,
OR APPROVED EQUAL
PROVIDE AND INSTALL
GAS PUMP 1, PLAY 1 EA
KOMPAN, NRO511-0601,
ROBINIA UNIT WOOD,
IN-GROUND, OR APPROVED
EQUAL
PROVIDE AND INSTALL
PLAYGROUND SIGN AGE 2-5
YEARS
1 EA
KOMPAN, NRO217-1001,
IN-GROUND, OR APPROVED
EQUAL
PROVIDE AND INSTALL
PLAYGROUND SIGN AGE 2-12
YEARS
1 EA
KOMPAN, NRO21-CUSTOM,
IN-GROUND, OR APPROVED
EQUAL
00 20 40
L5.05
L5.04
L5.04
L5.05
SITE BOUNDARY
BENCHMARK
CB SQUARE
DECIDUOUS BUSH
FIRE HYDRANT
GATE VALVE
GUY WIRE
IRON PIPE
IRON ROD
EX. MED. DEC TREE
MONUMENT
EX. MS DECIDUOUS
POST
POWER/PHONE POLE
POWER POLE
SANIT SEWER MH
SIGN POST
SM DEC TREE
STORM SEWER MH
TELEPHONE POLE
TRAVERSE POINT
WATER VALVE
DRIP LINES
EASEMENT
FENCE
GAS MAIN
OVERHEAD ELEC
OVERHEAD PHONE
PARCEL BOUNDARY
PARCEL LINE
RIGHT-OF-WAY
SANITARY MAIN
STORM MAIN
WATER MAIN
BM
CB
B
GA
D
IP
IR
MS
P
P
TP
S
S
ST
T
G G
OH-E
T T
R/W
SAN
ST
W W
L5.04
L1.06
1" = 1' - 0"
PLAYGROUND LAYOUT
L1.06
L5.05
L5.05
L5.05
L5.04
L5.05
AutoCAD SHX Text 122'
AutoCAD SHX Text
APPROX. 25'-7"
AutoCAD SHX Text
APPROX. 53'
AutoCAD SHX Text 12'
AutoCAD SHX Text 9'-8"
AutoCAD SHX Text
APPROX. 53'-8'
AutoCAD SHX Text 11'
AutoCAD SHX Text 14'-4"
AutoCAD SHX Text 14'-6"
AutoCAD SHX Text 14'
AutoCAD SHX Text 10'-11"
AutoCAD SHX Text 5'-8"
AutoCAD SHX Text 5'-8"
AutoCAD SHX Text 13'-9"
AutoCAD SHX Text 6'-1"
AutoCAD SHX Text 9'-4"
AutoCAD SHX Text
8" TYP.
8" TYP.
G G
G G
G G
G G
G G
G G
G G
G G
G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
S
SS
P
PMS MS
S
SS-20394
RIM = 624.92
18" CLAY S INV=612.97
12" CLAY N INV=613.12
6" CLAY S INV=617.92
MS MS
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E
OH-E OH-E OH-E OH-E
R /W
R /W
R /W
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R /W
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R /W
R /W
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R /W
R /W
R /W
R /W
R /W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
D
S A
N S
A N
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
W
G G G G
G G G G
G G G G
G G G G
W
TP
TP
P T
CB
CB-20114
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
ST
ST-20296
RIM = 624.50
CLAY-FOD-TOW 3.7-NPV
S
SS-20394
RIM = 624.92
18" CLAY S INV=612.97
12" CLAY N INV=613.12
6" CLAY S INV=617.92
CB
CP# 101
N: 343914.21 E: 13476917.30
ELEV: 626.47'
ST
FOR FILE
PROJ #:
PROP #:
DIST #:
CHECKED:
SHEET TITLE:
APPROVED:DRAWN:
GENERAL SERVICES DEPARTMENT
LANDSCAPE DESIGN UNIT
115 ERSKINE ST, DETROIT MI 48201
PH: (313) 628-0900 FAX:(313) 628-0927
SHEET
DATE
PROJECT NAME:
ISSUED FOR
SCALE:
HASSE-EMERY PARK
IMPROVEMENTS
3/24/26
PLAYGROUND
SURFACING PLAN
L1.07
RL
JK
JK
1:10
LEGEND:
00 10 20
NOTES:
· PLAYGROUND SURFACING TO BE ASTM CERTIFIED.
· A POST-INSTALLATION TEST IS REQUIRED, G-MAX AND H.I.C.
TESTING.
PLAYGROUND EQUIPMENT AND MATERIALS LIST
SYMBOL DESCRIPTION TOTAL UNIT NOTES
PROVIDE AND INSTALL
ENGINEERED WOOD FIBER
(EWF) PLAYGROUND
SURFACING NOT LIMITED TO
PLAYGROUND DRAINAGE
3,520 SF
USE PERFORATED
AND/OR
NON-PERFORATED
DRAINAGE PIPE PER
MANUFACTURER SPECS.
AND DETAILS
PROVIDE AND INSTALL PLAY
SAND PLAYGROUND
SURFACING NOT LIMITED TO
PLAYGROUND DRAINAGE
120 SF
USE PERFORATED
AND/OR
NON-PERFORATED
DRAINAGE PIPE PER
MANUFACTURER SPECS.
AND DETAILS
8" WIDE CONCRETE
PLAYGROUND BORDER 360 LF PER GSD SPECS AND
DETAILS
SITE BOUNDARY
BENCHMARK
CB SQUARE
DECIDUOUS BUSH
FIRE HYDRANT
GATE VALVE
GUY WIRE
IRON PIPE
IRON ROD
EX. MED. DEC TREE
MONUMENT
EX. MS DECIDUOUS
POST
POWER/PHONE POLE
POWER POLE
SANIT SEWER MH
SIGN POST
SM DEC TREE
STORM SEWER MH
TELEPHONE POLE
TRAVERSE POINT
WATER VALVE
DRIP LINES
EASEMENT
FENCE
GAS MAIN
OVERHEAD ELEC
OVERHEAD PHONE
PARCEL BOUNDARY
PARCEL LINE
RIGHT-OF-WAY
SANITARY MAIN
STORM MAIN
WATER MAIN
BM
CB
B
GA
D
IP
IR
MS
P
P
TP
S
S
ST
T
G G
OH-E
T T
R/W
SAN
ST
W W
L5.02
L5.02
L5.02
AutoCAD SHX Text
APPROX. 25'-7"
AutoCAD SHX Text
APPROX. 53'
AutoCAD SHX Text 12'
AutoCAD SHX Text 9'-8"
AutoCAD SHX Text
APPROX. 53'-8'
AutoCAD SHX Text 11'
AutoCAD SHX Text 122'
AutoCAD SHX Text 14'-4"
AutoCAD SHX Text 14'-6"
AutoCAD SHX Text 14'
AutoCAD SHX Text 10'-11"
AutoCAD SHX Text 5'-8"
AutoCAD SHX Text 5'-8"
AutoCAD SHX Text 13'-9"
AutoCAD SHX Text 6'-1"
AutoCAD SHX Text 9'-4"
AutoCAD SHX Text
8" TYP.
AutoCAD SHX Text
8" TYP.
8" TYP.
P
PMS MSMS MS
LEGEND:
NOTES:
ALL PARK SIGNAGE PLACEMENT SHALL BE DETERMINED ON-SITE WITH CITY
REPRESENTATIVE PRIOR TO ANY INSTALL.
CONTACT MISS DIG 72 HOURS PRIOR TO ANY EXCAVATION FOR
PRE-MARKING.
FOR FILE
PROJ #:
PROP #:
DIST #:
CHECKED:
SHEET TITLE:
APPROVED:DRAWN:
GENERAL SERVICES DEPARTMENT
LANDSCAPE DESIGN UNIT
115 ERSKINE ST, DETROIT MI 48201
PH: (313) 628-0900 FAX:(313) 628-0927
SHEET
DATE
PROJECT NAME:
ISSUED FOR
SCALE:
HASSE-EMERY PARK
IMPROVEMENTS
3/24/26
PLAY SIGNS & PVMT
MARKING PLAN
L1.08
RL
JK
JK
NTS
QUANTITIES
SYMBOL DESCRIPTION TOTAL UNIT NOTES
PROVIDE AND INSTALL
TRIKE PATH SPEED LIMIT
5 SIGN
3 EA
PLAYWORLD, TRIKE PATH SPEED
LIMIT 5 SIGN, ZZPD3390,
IN-GROUND OR APPROVED EQUAL
PROVIDE AND INSTALL
TRIKE PATH STOP SIGN 8 EA
PLAYWORLD, TRIKE PATH STOP
SIGN, ZZPD3370, IN-GROUND OR
APPROVED EQUAL
PROVIDE AND INSTALL
TRIKE PATH YIELD SIGN 3 EA
PLAYWORLD, TRIKE PATH YIELD
SIGN, ZZPD3380, IN-GROUND OR
APPROVED EQUAL
PROVIDE AND INSTALL
TRIKE PATH TRAFFIC
LIGHT
2 EA
PLAYWORLD, TRIKE PATH TRAFFIC
LIGHT, ZZPD3450, IN-GROUND OR
APPROVED EQUAL
PROVIDE AND INSTALL
PAVEMENT LANE
MARKINGS, 4" W YELLOW
CENTERLINE
700 LF
STENCIL SOLID CENTERLINE
MARKING ON ASPHALT PATH WITH
YELLOW - 100 PERCENT
WATER-BASED ACRYLIC TRAFFIC
PAINT OR APPROVED EQUAL
PROVIDE AND INSTALL
PAVEMENT LANE
MARKINGS, 4" W DASHED
WHITE LINES
142 LF
STENCIL DASHED LANE MARKING
ON CONCRETE WITH WHITE - 100
PERCENT WATER-BASED ACRYLIC
TRAFFIC PAINT OR APPROVED
EQUAL
PROVIDE AND INSTALL
1" W X 8' L PAVEMENT
CROSSWALK MARKINGS
64 LF
STENCIL SOLID CROSSWALK
MARKING ON CONCRETE WITH
WHITE - 100 PERCENT
WATER-BASED ACRYLIC TRAFFIC
PAINT OR APPROVED EQUAL
PROVIDE AND INSTALL
FLOWER CHALKBOARD
TO BE MOUNTED TO 4'
WOOD FENCE
4 EA
WILLYGOAT, FIONA THE FLOWER
CHALKBOARD, QS78-21008-112,
COLORS: ORANGE, BLUE, RED,
AND PURPLE OR APPROVED
EQUAL
SITE BOUNDARY
EX. MED. DEC TREE
EX. MS DECIDUOUS
EX. SM DEC TREE
EX. DRIP LINES
EX. FENCE
MS
AutoCAD SHX Text 122'
AutoCAD SHX Text
ALLEY
AutoCAD SHX Text
HEALY ST
AutoCAD SHX Text
HASSE ST
AutoCAD SHX Text
EMERY ST
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
YIELD SIGN
AutoCAD SHX Text
YIELD SIGN
AutoCAD SHX Text
YIELD SIGN
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
SPEED LIMIT SIGN
AutoCAD SHX Text
TRAFFIC LIGHT
AutoCAD SHX Text
SPEED LIMIT SIGN
AutoCAD SHX Text
SPEED LIMIT SIGN
AutoCAD SHX Text
TRAFFIC LIGHT
SPEED LIMIT SIGN
MS MSMS MS
00 10 20
FOR FILE
PROJ #:
PROP #:
DIST #:
CHECKED:
SHEET TITLE:
APPROVED:DRAWN:
GENERAL SERVICES DEPARTMENT
LANDSCAPE DESIGN UNIT
115 ERSKINE ST, DETROIT MI 48201
PH: (313) 628-0900 FAX:(313) 628-0927
SHEET
DATE
PROJECT NAME:
ISSUED FOR
SCALE:
HASSE-EMERY PARK
IMPROVEMENTS
3/24/26
SITE AMENITIES
PLAN
L1.09
RL
JK
JK
1:10
LEGEND:
SITE AMENITIES LIST
SYMBOL DESCRIPTION TOTAL UNIT NOTES
PROVIDE AND INSTALL
6' BENCH 4 EA
DUMOR, 6' BENCH, DOUGLAS FIR,
56-60D, SURFACE MOUNT OR
APPROVED EQUAL
PROVIDE AND INSTALL
6' PICNIC TABLE 2 EA
DUMOR 6' PICNIC TABLE,
DOUGLAS FIR, 75-60D, SURFACE
MOUNT OR APPROVED EQUAL
PROVIDE AND INSTALL
SMALL BBQ GRILL 1 EA
PILOT ROCK, N-24 SERIES,
N-24--B3-GC/B-2, SURFACE
MOUNT, 24" GRILL COVER,
COLOR BLACK OR APPROVED
EQUAL
INSTALL ANTI-TIPPING
RING W/ TRASH
RECEPTACLE
4 EA
COORDINATE PICKUP WITH CITY
REPRESENTATIVE, DAVID
SUMNER, 313-269-0128;
CHANDLER PARK SERVICE YARD
(5650 CONNER, DETROIT, MI)
NOTES:
CONTRACTOR TO FOLLOW MANUFACTURER INSTRUCTIONS AND AS DETAILED ON
PLANS. INSTALLATION OF ALL SITE AMENITIES TO BE PERFORMED ACCORDINGING
TO MANUFACTURER AND STANDARD GSD SPECS AND DETAILS.
L5.03
L5.03
L5.03
SITE BOUNDARY
EX. MED. DEC TREE
EX. MS DECIDUOUS
EX. SM DEC TREE
STORM SEWER MH
EX. DRIP LINES
EX. FENCE
CONCRETE
MS
ST
L5.02
AutoCAD SHX Text
3'-3" TYP.
AutoCAD SHX Text
10" TYP.
AutoCAD SHX Text 5' O.C.
AutoCAD SHX Text 122'
AutoCAD SHX Text
4' TYP.
AutoCAD SHX Text
3'-6" TYP.
AutoCAD SHX Text
3' TYP.
AutoCAD SHX Text
3' TYP.
AutoCAD SHX Text
HEALY ST
AutoCAD SHX Text
HASSE ST
EMERY ST
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
S S
P
PMS MSMS MS
T T T T T T T T T T T T T T T T T T T T T T T T T T T
OH-E
OH-E OH-E OH-E OH-E
OH-E OH-E OH-E OH-E
OH-E OH-E OH-E
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
S A N
S A N
SAN SAN
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
S A N
W W
W W
W
W W
G
G G
G G
G G
W
TP
TP
P T
ST
LEGEND:
NOTES:
CONTRACTOR TO STAKE LOCATION OF TREES TO BE INSTALLED. REVIEW WITH CITY
REPRESENTATIVE PRIOR TO ANY TREE EXCAVATION. CONTACT MISS DIG 72 HOURS PRIOR TO
ANY EXCAVATION FOR PRE-MARKING.
FOR FILE
PROJ #:
PROP #:
DIST #:
CHECKED:
SHEET TITLE:
APPROVED:DRAWN:
GENERAL SERVICES DEPARTMENT
LANDSCAPE DESIGN UNIT
115 ERSKINE ST, DETROIT MI 48201
PH: (313) 628-0900 FAX:(313) 628-0927
SHEET
DATE
PROJECT NAME:
ISSUED FOR
SCALE:
HASSE-EMERY PARK
IMPROVEMENTS
3/24/26
LANDSCAPE PLAN
L1.10
RL
JK
JK
NTS
ULM AME
SITE BOUNDARY
BENCHMARK
CB SQUARE
DECIDUOUS BUSH
FIRE HYDRANT
GATE VALVE
GUY WIRE
IRON PIPE
IRON ROD
EX. MED. DEC TREE
MONUMENT
EX. MS DECIDUOUS
POST
POWER/PHONE POLE
POWER POLE
SANIT SEWER MH
SIGN POST
SM DEC TREE
STORM SEWER MH
TELEPHONE POLE
TRAVERSE POINT
WATER VALVE
DRIP LINES
EASEMENT
FENCE
GAS MAIN
OVERHEAD ELEC
OVERHEAD PHONE
PARCEL BOUNDARY
PARCEL LINE
RIGHT-OF-WAY
SANITARY MAIN
STORM MAIN
WATER MAIN
BM
CB
B
GA
D
IP
IR
MS
P
P
TP
S
S
ST
T
G G
OH-E
T T
R/W
SAN
ST
W W
PLANT LIST
SYMBOL COMMON NAME BOTANIC NAME QTY SIZE ROOTBALL
AMERICAN HORNBEAM CARPINUS CAROLIANA 4 2 12" CAL MIN. B&B
EASTERN REDBUD CERCIS CANADENIS 2 2 12" CAL MIN. B&B
NORWAY SPRUCE PICEA ABIES 6 10'-12' HT B&B
'OCTOBER GLORY' RED
MAPLE ACER RUBRUM 8 2 12" CAL MIN. B&B
PIC ABI
CER CAN
CAR CAR
L5.07
LANDSCAPE MATERIAL
SYMBOL DESCRIPTION TOTAL UNIT NOTES
PROVIDE AND INSTALL STEPPING
BOULDERS, SIZE 15"-18" MIN. IN DIA. 20 EA BOULDERS TO BE SMOOTH, ROUNDED, AND FREE OF SHARP
EDGES PER GSD SPECS AND DETAILS
L5.07
AutoCAD SHX Text 122'
AutoCAD SHX Text
35' O.C. MIN. TYP.
AutoCAD SHX Text
30' O.C. MIN. TYP.
AutoCAD SHX Text
25' O.C. MIN. TYP.
AutoCAD SHX Text
ALLEY
AutoCAD SHX Text
HEALY ST
AutoCAD SHX Text
HASSE ST
G G
G G
G G
G G
G G
G G
G G
G
S S
P
PMS MS
S
S
SS-20394
RIM = 624.92
18" CLAY S INV=612.97
12" CLAY N INV=613.12
6" CLAY S INV=617.92
MS MS
T T T T T T T T T T T T T T T T T T T
OH-E OH-E OH-E OH-E OH-E OH-E OH-E
OH-E OH-E
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R/W R/W R/W R/W R/W R/W R/W R/W
S A
N
SAN
S T
S T
S T
S T
S T
S T
W W
W W
W W
W W
W W
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
W W
W W
W W
W W
W W
W W
W W
W
G G
G G
G G
G G
TP
TP
P T
S
S
SS-20394
RIM = 624.92
18" CLAY S INV=612.97
12" CLAY N INV=613.12
6" CLAY S INV=617.92
ST
S
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R/W
D
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
BM IP G
G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
W W
W W
G G G
G G G
G G G
G G G
S
T T T T T T T T T T T T T T T T T T T T T T T T T T T
OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E OH-E
OH-E OH-ER/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
SAN SAN SAN
S A
N S
A N
S A
N S
A N
S A
N
TP
P T
S
LEGEND:
NOTES:
· ALL PARK SIGNAGE PLACEMENT SHALL BE DETERMINED ON-SITE WITH CITY REPRESENTATIVE PRIOR
TO ANY INSTALL.
· CONTACT MISS DIG 72 HOURS PRIOR TO ANY EXCAVATION FOR PRE-MARKING.
FOR FILE
PROJ #:
PROP #:
DIST #:
CHECKED:
SHEET TITLE:
APPROVED:DRAWN:
GENERAL SERVICES DEPARTMENT
LANDSCAPE DESIGN UNIT
115 ERSKINE ST, DETROIT MI 48201
PH: (313) 628-0900 FAX:(313) 628-0927
SHEET
DATE
PROJECT NAME:
ISSUED FOR
SCALE:
HASSE-EMERY PARK
IMPROVEMENTS
3/24/26
PERIMETER PLAN
L1.11
RL
JK
JK
1:20
00 10 20
QUANTITIES
SYMBOL DESCRIPTION TOTAL UNIT NOTES
PROVIDE AND INSTALL CUSTOM 4' HT
STAGGERED WOOD FENCE W/ 24" W
CONCRETE MAINTENANCE STRIP WHERE
INDICATED INCLUDING PARK ENTRANCE
CONCRETE PAD (1350 SF)
480 LF
FENCE SHALL BE CEDAR WOOD AND FENCE POSTS TO BE
MOUNTED ON THICKENED CONCRETE USING POWDER-COATED
E-Z BASE (POST ANCHORS) PER GSD SPECS. AND DETAILS
PROVIDE AND INSTALL BOULDERS, SIZE
3'-4' ON ALL SIDES 10 EA FIELDSTONE BOULDERS PER GSD SPECS AND DETAILS
PROVIDE AND INSTALL 4' PARK SIGN 1 EA
SINGLE SIDED PER GSD SPECS. AND DETAILS KNOWN SUPPLIERS:
PERFORMANCE CREATIVE RESOURCES, INC. C/O PETE EICHINGER
(PEICHINGER@SBCGLOBAL.NET OR 810.523.3159); DISPLAY
GROUP, C/O GARY RIZZO (GRIZZO@DISPLAYGROUP.COM OR
313.377.2937)
1" = 1' - 0"
4' FENCE LAYOUT ENL - WEST
L1.11
1" = 1' - 0"
4' FENCE LAYOUT ENL - EAST
L1.11
1" = 1' - 0"
4' FENCE LAYOUT ENL - SOUTH
L1.11
L1.11
L5.06
L1.11
L1.11
L5.06
L5.06
SITE BOUNDARY
BENCHMARK
CB SQUARE
DECIDUOUS BUSH
FIRE HYDRANT
GATE VALVE
GUY WIRE
IRON PIPE
IRON ROD
EX. MED. DEC TREE
MONUMENT
EX. MS DECIDUOUS
POST
POWER/PHONE POLE
POWER POLE
SANIT SEWER MH
SIGN POST
SM DEC TREE
STORM SEWER MH
TELEPHONE POLE
TRAVERSE POINT
WATER VALVE
DRIP LINES
EASEMENT
FENCE
GAS MAIN
OVERHEAD ELEC
OVERHEAD PHONE
PARCEL BOUNDARY
PARCEL LINE
RIGHT-OF-WAY
SANITARY MAIN
STORM MAIN
WATER MAIN
BM
CB
B
GA
D
IP
IR
MS
P
P
TP
S
S
ST
T
G G
OH-E
T T
R/W
SAN
ST
W W
AutoCAD SHX Text 122'
AutoCAD SHX Text
APPROX. 122'-6"
AutoCAD SHX Text 140'-5"
AutoCAD SHX Text 15'
AutoCAD SHX Text 4'-1"
AutoCAD SHX Text 10'-10"
AutoCAD SHX Text 132°
AutoCAD SHX Text
2' TYP.
AutoCAD SHX Text 159'-3"
AutoCAD SHX Text
APPROX. 136'-2"
AutoCAD SHX Text 10'
AutoCAD SHX Text 7'-5"
AutoCAD SHX Text 7'
AutoCAD SHX Text 17'-10"
AutoCAD SHX Text
3'-6" TYP.
AutoCAD SHX Text 143°
AutoCAD SHX Text
2' TYP.
AutoCAD SHX Text 125°
AutoCAD SHX Text 15'
AutoCAD SHX Text 60'-4"
AutoCAD SHX Text 122'
AutoCAD SHX Text 15'-3"
AutoCAD SHX Text 9'-6"
AutoCAD SHX Text 15'-3"
AutoCAD SHX Text 125°
AutoCAD SHX Text 125°
AutoCAD SHX Text 4'-1"
AutoCAD SHX Text 10'
AutoCAD SHX Text 38'-6"
AutoCAD SHX Text 15'-4"
AutoCAD SHX Text 10'-6"
AutoCAD SHX Text 15'-4"
AutoCAD SHX Text 106'-10"
AutoCAD SHX Text 7'-5"
AutoCAD SHX Text 10'-10"
AutoCAD SHX Text 37'-7"
AutoCAD SHX Text 105'-10"
AutoCAD SHX Text 7'
AutoCAD SHX Text 17'-10"
AutoCAD SHX Text 132°
AutoCAD SHX Text 139°
AutoCAD SHX Text 125°
AutoCAD SHX Text 27'
AutoCAD SHX Text
ALLEY
AutoCAD SHX Text
HEALY ST
AutoCAD SHX Text
HASSE ST
| Sheets and Views |
| Hasse-Emery Park Improvements-Cover Page |
| Hasse-Emery Park Improvements-L1.01 SESC |
| Hasse-Emery Park Improvements-L1.02 Demo Layout Plan |
| Hasse-Emery Park Improvements-L1.03 SITE PLAN |
| Hasse-Emery Park Improvements-L1.04 ASPHALT PATH |
| Hasse-Emery Park Improvements-L1.05 CONCRETE LAYOUT PLAN |
| Hasse-Emery Park Improvements-L1.06 PLAYGROUND LAYOUT PLAN |
| Hasse-Emery Park Improvements-L1.07 PLAYGROUND SURFACING |
| Hasse-Emery Park Improvements-L1.08 PLAY SIGNAGE |
| Hasse-Emery Park Improvements-L1.09 SITE AMENITIES PLAN |
| Hasse-Emery Park Improvements-L1.10 LANDSCAPE PLAN |
| Hasse-Emery Park Improvements-L1.11 PERIMETER PLAN |
File details come from the government source that posted it. Updated .