Attachment_A_-_Architect_Drawings.pdf
PDF 8 MB Posted
- Attached to
- Sidewalk and Asphalt Repair
- Solicitation number
- EVT0010351
- Issued by
- Washington County, Kansas
About this file
The document is an architectural drawing set prepared by Falk Architects, Inc. for the Kansas Department of Aging and Disability Services (KDADS) for concrete sidewalk and curb replacement at the Osawatomie State Hospital located at 500 State Hospital Drive in Osawatomie, Kansas. The project involves comprehensive repairs and replacements of concrete sidewalks, curbs, and related infrastructure across multiple zones and areas of the hospital campus, with detailed specifications for concrete pavement, including 4-inch concrete with wire mesh reinforcement, gravel substrate, and specific drainage and joint requirements. The drawings are dated February 7, 2025, and cover 38 distinct repair and replacement areas divided into three site zones, with each area having specific repair and replacement specifications.
The project includes precise technical specifications for concrete work, such as ensuring 2% slopes for sidewalk surfaces, using 6x6 W1.4xW1.4 wire mesh reinforcement, providing 4-inch gravel fill on compacted subgrade, and implementing hand-tooled contraction joints at specific intervals. The drawings include detailed site plans, cross-sections, and photographic documentation of existing conditions, with notes emphasizing contractor responsibilities such as securing tools and equipment daily, following facility rules, protecting existing trees, and maintaining ADA compliance. The project appears to be a comprehensive infrastructure improvement initiative focused on enhancing pedestrian pathways and site accessibility at the Osawatomie State Hospital.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| EVT0010351_-_Sidewalk_and_Asphalt_Repair_-_RFQ.pdf | ||
| Attachment_B_-_Specification_Manual.pdf | ||
| Sidewalk_and_Asphalt_Repair.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
F a lk
A rc h it e c ts
I n c c
DATE:
D A
T E
P R
IN
T
E D
F
IL
E
P A
T H
D R
A W
N B
Y
D ep ar tm en t o f A dm in is tr at io n
O ffi ce o f F ac ili tie s
P ro pe rt y M an ag em en t D es ig n, C on st ru ct io n
C om pl ia nc e
H ar ris on , S ui te
T op ek a, K an sa s
P ho ne
-2
-8
N
K
A N
S A
S A
V E
T o p e k a
K
S
/1
/2
:4 :2
P
M G
.s h o rt c u t-ta rg e ts -b y -i d
\1 u C
H Z
U
IJ
Q fD
W x D
Z b
B
O w
U
X g z fJ z S
\2
C o n tr a c te d \2
-0
K D
A D
S
A -0
O s a w a to m ie
S ta te H o s p it a l
P a v e m e n t
Im p ro v e m e n ts
\R e v it \2
-0
O S
H A s p h a lt .r v t
COVER SHEET
G001
02-07-2025
ORIGINAL
CONTRACT
DOCUMENTS
K D
A D
S
O S
H R
E P
L A
C E
C O
N C
R E
T E
S
ID
E W
A L
K S
C
U R
B S
I N
V A
R
IO
U S
L O
C A
T
IO
N S
S ta te
H o s p it a l D r, O s a w a to m ie
K
S
X-1485
-0
-2
ORIGINAL CONTRACT
DOCUMENTS
x-1485
B J F
ARCHITECT:
FALK ARCHITECTS, INC.
BRYAN FALK, LICENSED ARCHITECT, NCARB, LEED AP
BRYAN@FALK-ARCHITECTS.COM
785-691-9958
827 N. KANSAS AVE
TOPEKA, KS 66608
www.falk-architects.com
KDADS- OSH REPLACE CONCRETE SIDEWALKS & CURBS
IN VARIOUS LOCATIONS
PROJECT DESCRIPTION:
ASPHALT AND SIDEWALK REPAIRS & REPLACEMENT AT OSAWATOMIE STATE HOSPITAL.
GENERAL INFO:
ALL WORK SHALL BE INSTALLED PER THE CURRENTLY ADOPTED CODES, ORDINANCES, LAWS &
STATUTES OF THE AUTHORITY HAVING JURISDICTION.
ALL PRODUCTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
CONTRACTOR SHALL NOTIFY OWNER & ARCHITECT OF DESCREPANCIES BETWEEN DRAWINGS &
FIELD CONDITIONS IMMEDIATELY UPON DISCOVERY.
CIVIL ENGINEER:
BOB KOOPMAN
LICENSED CIVIL ENGINEER
785-633-7554
KOOPCLAN1985@GMAIL.COM
827 N. KANSAS AVE
TOPEKA, KS 66608
SHEET INDEX
G001 COVER SHEET
A101 OVERALL SITE
A102 OVERALL SITE ZONE 1
A103 PLANS - AREAS 1 & 2
A104 PLANS - AREA 3
A105 PLANS - AREAS 4-8
A106 OVERALL SITE ZONE 2
A107 PLANS - AREAS 9-13
A108 PLANS - AREAS 14-17
A109 PLANS - AREAS 18-24
A110 OVERALL SITE ZONE 3
A111 PLANS - AREAS 25-29
A112 PLANS - AREAS 30-33
A113 PLANS - AREAS 34-38
SPECIFICATIONS:
SECTION 01 3000 - PRODUCT SUBMITTALS:
SUBMIT PRODUCT DATA FOR EACH PRODUCT USED. IF PRODUCT CUTSHEETS CONTAIN MULTIPLE PRODUCTS, HIGHLIGHT PRODUCT AND OPTIONS BEING USED PRIOR TO SUBMITTING TO GENERAL CONTRACTOR & ARCHITECT. ALLOW 3 WEEKS
FOR INITIAL REVIEW AND 2 WEEKS FOR RESUBMITTAL.
ALL PRODUCTS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS & INSTRUCTIONS. IF MANUFACTURER'S RECOMMENDATIONS DIFFER FROM ARCHITECT'S SPECIFICATIONS INSTALL PER MANUFACTURER ONLY AFTER
DISCUSSING WITH OWNER & ARCHITECT.
ALL PRODUCTS AS SPECIFIED UNLESS APPROVED BY THE ARCHITECT.
PROVIDE SAFETY PRECAUTIONS AROUND CONSTRUCTION & STAGING AREAS. PROVIDE BARRICADES, WARNING SIGNS & ENVIRONMENTAL PROTECTION TO COMPLY WITH BUILDING CODE REQUIREMENTS, HEALTH & SAFETY REGULATIONS, POLICE & FIRE DEPARTMENT CONSIDERATIONS & ENVIRONMENTAL PROTECTION REGULATIONS.
COMPLY WITH NFPA 241 "STANDARD FOR SAFEGUARDING CONSTRUCTION ALTERATIONS AND DEMOLITION OPERATIONS"
& ALL OTHER CODES & SAFETY REQUIREMENTS.
MAKE VERTICAL ELEMENTS, PLUMB, AND HORIZONTAL ELEMENTS LEVEL UNLESS OTHERWISE INDICATED.
EXECUTE FINAL CLEANING BEFORE SUBSTANTIAL COMPLETION WALK THRU.
NOTIFY ARCHITECT WHEN WORK IS READY FOR SUBSTANTIAL AND FINAL COMPLETION.
PROVIDE 1 YEAR WARRANTY. 1 YEAR PERIOD BEGINS AT "SUBSTANTIAL COMPLETION" OR WHEN IN THE OPINION OF THE
ARCHITECT, THE OWNER CAN USE THE AREA FOR ITS INTENDED PURPOSE.
10 MONTHS AFTER INSTALLATION COORDINATE WALK THROUGH OF PROJECT WITH THE ARCHITECT AND THE OWNER TO
REVIEW ANY DEFECTS. REPAIR DEFECTS PRIOR TO 1 YEAR WARRANTY ENDING.
PROJECT IS ON THE GROUNDS OF A PSYCHIATRIC HOSPITAL. CONTRACTOR IS RESPONSIBLE FOR SECURING ALL TOOLS, EQUIPMENT AND MATERIALS AT THE END OF EACH DAY. CONTRACTOR SHALL FOLLOW ALL RULES AND REGULATIONS SET
IN PLACE BY THE FACILITY DIRECTOR.
GENERAL NOTES:
CONTRACTOR SHALL ENSURE SLOPES OF 2% AT SIDEWALK SURFACES,
CONTRACTOR SHALL ENSURE SLOPE FOR POSITIVE DRAINAGE.
CONCRETE PAVEMENT SPECIFICATION:
PROVIDE 4'' CONCRETE WITH 6X6 W1.4xW1.4 WWF
REINF. @ PAVEMENT, MID-DEPTH, ON 4'' GRAVEL
FILL ON COMPACTED SUBGRADE.
TOP SURFACE OF WALK TO SLOPE A MIN. OF 1.4''
PER FOOT FOR POSITIVE DRAINAGE. SLOPE MUST
COMPLY WITH ADA STANDARDS.
PROVIDE HAND-TOOLED TRANSVERSE AND
LONGITUDINAL CONTRACTION JOINTS @ 5'-0'' O.C.
MAX., 3/8'' EXPANSION JOINTS @ 25'-0'' MAX.
archi BJF Stamp Signed archi Text Box 04/14/2025
A102 A
A106 A
A110 A lk
A rc h it e c ts
I n c c
DATE:
D A
T E
P R
IN
T
E D
F
IL
E
P A
T H
D R
A W
N B
Y
D ep ar tm en t o f A dm in is tr at io n
O ffi ce o f F ac ili tie s
P ro pe rt y M an ag em en t D es ig n, C on st ru ct io n
C om pl ia nc e
H ar ris on , S ui te
T op ek a, K an sa s
P ho ne
-2
-8
N
K
A N
S A
S A
V E
T o p e k a
K S
/1
/2
:4 :2
P
M G
.s h o rt c u t-ta rg e ts -b y -i d
\1 u C
H Z
U
IJ
Q fD
W x D
Z b
B
O w
U
X g z fJ z S
\2
C o n tr a c te d \2
-0
K D
A D
S
A -0
O s a w a to m ie
S ta te H o s p it a l
P a v e m e n t
Im p ro v e m e n ts
\R e v it \2
-0
O S
H A s p h a lt .r v t
OVERALL SITE
A101
02-07-2025
ORIGINAL
CONTRACT
DOCUMENTS
K D
A D
S
O S
H R
E P
L A
C E
C O
N C
R E
T E
S
ID
E W
A L
K S
C
U R
B S
I N
V A
R
IO
U S
L O
C A
T
IO
N S
S ta te
H o s p it a l D r, O s a w a to m ie
K
S
X-1485
/2
/0
-0
-2
ORIGINAL CONTRACT
DOCUMENTS
x-1485
P M
1" = 100'-0" AOVERALL SITE PLAN
archi BJF Stamp Signed archi
A103 B
A103 A
A104 A
A105 A
A105 B
A105 C
A105 D lk
A rc h it e c ts
I n c c
DATE:
D A
T E
P R
IN
T
E D
F
IL
E
P A
T H
D R
A W
N B
Y
D ep ar tm en t o f A dm in is tr at io n
O ffi ce o f F ac ili tie s
P ro pe rt y M an ag em en t D es ig n, C on st ru ct io n
C om pl ia nc e
H ar ris on , S ui te
T op ek a, K an sa s
P ho ne
-2
-8
N
K
A N
S A
S A
V E
T o p e k a
K S
/1
/2
:4 :2
P
M G
.s h o rt c u t-ta rg e ts -b y -i d
\1 u C
H Z
U
IJ
Q fD
W x D
Z b
B
O w
U
X g z fJ z S
\2
C o n tr a c te d \2
-0
K D
A D
S
A -0
O s a w a to m ie
S ta te H o s p it a l
P a v e m e n t
Im p ro v e m e n ts
\R e v it \2
-0
O S
H A s p h a lt .r v t
OVERALL SITE ZONE
A102
02-07-2025
ORIGINAL
CONTRACT
DOCUMENTS
K D
A D
S
O S
H R
E P
L A
C E
C O
N C
R E
T E
S
ID
E W
A L
K S
C
U R
B S
I N
V A
R
IO
U S
L O
C A
T
IO
N S
S ta te
H o s p it a l D r, O s a w a to m ie
K
S
X-1485
/2
/0
-0
-2
ORIGINAL CONTRACT
DOCUMENTS
x-1485
B J F
1" = 50'-0" AOVERALL SITE PLAN - Zone 1 archi BJF Stamp Signed archi
CURB & GUTTER
2'-0" 15'-0" 2'-0"
GRASS AREA
E X
IS
T
IN
G
A S
P H
A L T
R O
A D
EXISTING
PARKING LOT
MATCH EXISTING
RADIUS
54'-0"9'-0"
INSTALL NEW
TUNEL COVER
INSTALL 4" NEW
CONCRETE SIDEWALK
63'-0"
GRASS AREA
GRASS AREA
GRASS AREA
EXISTING GRAVEL DRIVE
EXISTING SHED
EXISTING SHED
EXISTING GRAVEL
IN
S
T A
L L
N
E W
C
O N
C R
E T
E S
ID
E
W A
L K
4'-0"
EXISTING CONCRETE PAD
AND SIDEWALK
EXISTING SIDEWALK
42 7
TUNNEL COVER TO BE 6'' THICK 4,500 PSI CONCRETE REINFORCED WITH
#5 REINFORCING STEEL BARS (GRADE 60) @ 1' - 0'' O.C. EACH WAY
A103 A
A103 B
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 4" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE AND REPLACE EXITING BROKEN CURB6
GENERAL NOTES
EXISTING MANHOLE COVER TO REMAIN
REMOVE EXISTING GRAVEL AND SOIL TO 10" BELOW TOP
OF EXISTING CURB
REPLACE EXISTING DAMAGED TUNNEL COVER,
MATCH LEVEL OF NEW COVER TO CONCRETE PAD
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 7" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE EXISTING GRAVEL AND SOIL TO 8" BELOW TOP
OF EXISTING CURB
EXISTING TREE TO REMAIN. PROTECT DURING
CONSTRUCTION
lk
A rc h it e c ts
I n c c
DATE:
D A
T E
P R
IN
T
E D
F
IL
E
P A
T H
D R
A W
N B
Y
D ep ar tm en t o f A dm in is tr at io n
O ffi ce o f F ac ili tie s
P ro pe rt y M an ag em en t D es ig n, C on st ru ct io n
C om pl ia nc e
H ar ris on , S ui te
T op ek a, K an sa s
P ho ne
-2
-8
N
K
A N
S A
S A
V E
T o p e k a
K S
/1
/2
:4 :2
P
M G
.s h o rt c u t-ta rg e ts -b y -i d
\1 u C
H Z
U
IJ
Q fD
W x D
Z b
B
O w
U
X g z fJ z S
\2
C o n tr a c te d \2
-0
K D
A D
S
A -0
O s a w a to m ie
S ta te H o s p it a l
P a v e m e n t
Im p ro v e m e n ts
\R e v it \2
-0
O S
H A s p h a lt .r v t
PLANS - AREAS 1 & 2
A103
02-07-2025
ORIGINAL
CONTRACT
DOCUMENTS
K D
A D
S
O S
H R
E P
L A
C E
C O
N C
R E
T E
S
ID
E W
A L
K S
C
U R
B S
I N
V A
R
IO
U S
L O
C A
T
IO
N S
S ta te
H o s p it a l D r, O s a w a to m ie
K
S
X-1485
/0
/2
-0
-2
ORIGINAL CONTRACT
DOCUMENTS
x-1485
P D
M
3/16" = 1'-0" ADUMPSTER PAD W/ CURB
3/16" = 1'-0" BNEW PATH
1" = 60'-0"
OVERALL SITE PLAN - A103
archi BJF Stamp Signed archi
A104
GRASS AREAEXISTING CONCRETE
SIDEWALK
5'-0" TYP.
EXISTING ASPHALT ROAD
EXISTING CURB
3 1 2
4 4 4 4 5
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 4" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE AND REPLACE EXITING BROKEN CURB6
GENERAL NOTES
EXISTING MANHOLE COVER TO REMAIN
REMOVE EXISTING GRAVEL AND SOIL TO 10" BELOW TOP
OF EXISTING CURB
REPLACE EXISTING DAMAGED TUNNEL COVER,
MATCH LEVEL OF NEW COVER TO CONCRETE PAD
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 7" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE EXISTING GRAVEL AND SOIL TO 8" BELOW TOP
OF EXISTING CURB
EXISTING TREE TO REMAIN. PROTECT DURING
CONSTRUCTION
lk
A rc h it e c ts
I n c c
DATE:
D A
T E
P R
IN
T
E D
F
IL
E
P A
T H
D R
A W
N B
Y
D ep ar tm en t o f A dm in is tr at io n
O ffi ce o f F ac ili tie s
P ro pe rt y M an ag em en t D es ig n, C on st ru ct io n
C om pl ia nc e
H ar ris on , S ui te
T op ek a, K an sa s
P ho ne
-2
-8
N
K
A N
S A
S A
V E
T o p e k a
K S
/1
/2
:4 :3
P
M G
.s h o rt c u t-ta rg e ts -b y -i d
\1 u C
H Z
U
IJ
Q fD
W x D
Z b
B
O w
U
X g z fJ z S
\2
C o n tr a c te d \2
-0
K D
A D
S
A -0
O s a w a to m ie
S ta te H o s p it a l
P a v e m e n t
Im p ro v e m e n ts
\R e v it \2
-0
O S
H A s p h a lt .r v t
PLANS - AREA 3
A104
02-07-2025
ORIGINAL
CONTRACT
DOCUMENTS
K D
A D
S
O S
H R
E P
L A
C E
C O
N C
R E
T E
S
ID
E W
A L
K S
C
U R
B S
I N
V A
R
IO
U S
L O
C A
T
IO
N S
S ta te
H o s p it a l D r, O s a w a to m ie
K
S
X-1485
/0
/2
-0
-2
ORIGINAL CONTRACT
DOCUMENTS
x-1485
P D
M
1" = 80'-0"
OVERALL SITE PLAN - A104
3/16" = 1'-0" ASIDEWALK REPAIRS
archi BJF Stamp Signed archi
GRASS AREA
5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"
EXISTING ASPHALT ROAD
EXISTING CURB
SETTLEMENT
EXISTING
SIDEWALK
G R
A S
S A
R E
A
E X
IS
T
IN
G
A S
P H
A L T
R O
A D
E X
IS
T
IN
G
C U
R B
4'-0"
EXISTING
SIDEWALK
A105 A
A105 B
A105 C
A105 D
GRASS AREA
4'-0"
5'-0" 5'-0"
EXISTING ASPHALT ROAD
EXISTING CURB
STORM DRAIN
5 4
GRASS
AREA
GRASS
AREA
4'-0"
EXISTING CURB
6'-0"
EXISTING
SIDEWALK
GENERAL NOTES
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 4" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE AND REPLACE EXITING BROKEN CURB6
EXISTING MANHOLE COVER TO REMAIN
REMOVE EXISTING GRAVEL AND SOIL TO 10" BELOW TOP
OF EXISTING CURB
REPLACE EXISTING DAMAGED TUNNEL COVER,
MATCH LEVEL OF NEW COVER TO CONCRETE PAD
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 7" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE EXISTING GRAVEL AND SOIL TO 8" BELOW TOP
OF EXISTING CURB
EXISTING TREE TO REMAIN. PROTECT DURING
CONSTRUCTION
lk
A rc h it e c ts
I n c c
DATE:
D A
T E
P R
IN
T
E D
F
IL
E
P A
T H
D R
A W
N B
Y
D ep ar tm en t o f A dm in is tr at io n
O ffi ce o f F ac ili tie s
P ro pe rt y M an ag em en t D es ig n, C on st ru ct io n
C om pl ia nc e
H ar ris on , S ui te
T op ek a, K an sa s
P ho ne
-2
-8
N
K
A N
S A
S A
V E
T o p e k a
K S
/1
/2
:4 :3
P
M G
.s h o rt c u t-ta rg e ts -b y -i d
\1 u C
H Z
U
IJ
Q fD
W x D
Z b
B
O w
U
X g z fJ z S
\2
C o n tr a c te d \2
-0
K D
A D
S
A -0
O s a w a to m ie
S ta te H o s p it a l
P a v e m e n t
Im p ro v e m e n ts
\R e v it \2
-0
O S
H A s p h a lt .r v t
PLANS - AREAS 4-8
A105
02-07-2025
ORIGINAL
CONTRACT
DOCUMENTS
K D
A D
S
O S
H R
E P
L A
C E
C O
N C
R E
T E
S
ID
E W
A L
K S
C
U R
B S
I N
V A
R
IO
U S
L O
C A
T
IO
N S
S ta te
H o s p it a l D r, O s a w a to m ie
K
S
X-1485
/0
/2
-0
-2
ORIGINAL CONTRACT
DOCUMENTS
x-1485
P D
M
3/16" = 1'-0" BSIDEWALK REPAIRS.
3/16" = 1'-0" CSETTLEMENT REPAIRS
1" = 100'-0"
OVERALL SITE PLAN - A105
3/16" = 1'-0" ASIDEWALK REPAIR AROUND DRAIN
3/16" = 1'-0" DSIDEWALK REPAIR
archi BJF Stamp Signed archi
A107
A107 B
A107 C
A107 E A107
D
A108 A
A108 B
A108 D
A108 C
A109 A
A109 B
A109 C
A109 D
A109 E
A109 F lk
A rc h it e c ts
I n c c
DATE:
D A
T E
P R
IN
T
E D
F
IL
E
P A
T H
D R
A W
N B
Y
D ep ar tm en t o f A dm in is tr at io n
O ffi ce o f F ac ili tie s
P ro pe rt y M an ag em en t D es ig n, C on st ru ct io n
C om pl ia nc e
H ar ris on , S ui te
T op ek a, K an sa s
P ho ne
-2
-8
N
K
A N
S A
S A
V E
T o p e k a
K S
/1
/2
:4 :3
P
M G
.s h o rt c u t-ta rg e ts -b y -i d
\1 u C
H Z
U
IJ
Q fD
W x D
Z b
B
O w
U
X g z fJ z S
\2
C o n tr a c te d \2
-0
K D
A D
S
A -0
O s a w a to m ie
S ta te H o s p it a l
P a v e m e n t
Im p ro v e m e n ts
\R e v it \2
-0
O S
H A s p h a lt .r v t
OVERALL SITE ZONE
A106
02-07-2025
ORIGINAL
CONTRACT
DOCUMENTS
K D
A D
S
O S
H R
E P
L A
C E
C O
N C
R E
T E
S
ID
E W
A L
K S
C
U R
B S
I N
V A
R
IO
U S
L O
C A
T
IO
N S
S ta te
H o s p it a l D r, O s a w a to m ie
K
S
X-1485
/2
/0
-0
-2
ORIGINAL CONTRACT
DOCUMENTS
x-1485
B J F
1" = 50'-0" AOVERALL SITE PLAN - Zone 2 archi BJF Stamp Signed archi
A107 D
A107 E
A107 C
A107 B
A107 A
G R
A S
S A
R E
A
EXISTING
SIDEWALK
EXISTING
TREE
8"-0".
GRASS AREA
EXISTING
SIDEWALK
EXISTING BUILDING INTERIOR
9'-0"
GENERAL NOTES
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 4" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE AND REPLACE EXITING BROKEN CURB6
EXISTING MANHOLE COVER TO REMAIN
REMOVE EXISTING GRAVEL AND SOIL TO 10" BELOW TOP
OF EXISTING CURB
REPLACE EXISTING DAMAGED TUNNEL COVER,
MATCH LEVEL OF NEW COVER TO CONCRETE PAD
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 7" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE EXISTING GRAVEL AND SOIL TO 8" BELOW TOP
OF EXISTING CURB
EXISTING TREE TO REMAIN. PROTECT DURING
CONSTRUCTION
EXISTING
SIDEWALK
9'-0"
MANHOLE
COVER
SETTLEMENT
6'-0"
9'-0"
GRASS
AREA
GRASS
AREA
20'-0"
GRASS AREA
GRASS AREA
6'-0
'-0
EXISTING
SIDEWALK
1 1
EXISTING
SIDEWALK
SETTLEMENT
GRATING
RAMP DN
GRASS
AREA
GRASS
AREA
GRASS
AREA
8'-0" lk
A rc h it e c ts
I n c c
DATE:
D A
T E
P R
IN
T
E D
F
IL
E
P A
T H
D R
A W
N B
Y
D ep ar tm en t o f A dm in is tr at io n
O ffi ce o f F ac ili tie s
P ro pe rt y M an ag em en t D es ig n, C on st ru ct io n
C om pl ia nc e
H ar ris on , S ui te
T op ek a, K an sa s
P ho ne
-2
-8
N
K
A N
S A
S A
V E
T o p e k a
K S
/1
/2
:4 :3
P
M G
.s h o rt c u t-ta rg e ts -b y -i d
\1 u C
H Z
U
IJ
Q fD
W x D
Z b
B
O w
U
X g z fJ z S
\2
C o n tr a c te d \2
-0
K D
A D
S
A -0
O s a w a to m ie
S ta te H o s p it a l
P a v e m e n t
Im p ro v e m e n ts
\R e v it \2
-0
O S
H A s p h a lt .r v t
PLANS - AREAS 9-13
A107
02-07-2025
ORIGINAL
CONTRACT
DOCUMENTS
K D
A D
S
O S
H R
E P
L A
C E
C O
N C
R E
T E
S
ID
E W
A L
K S
C
U R
B S
I N
V A
R
IO
U S
L O
C A
T
IO
N S
S ta te
H o s p it a l D r, O s a w a to m ie
K
S
X-1485
/0
/2
-0
-2
ORIGINAL CONTRACT
DOCUMENTS
x-1485
P D
M
1" = 40'-0"
OVERALL SITE PLAN - A107
3/16" = 1'-0" BSIDEWALK REPAIR..
3/16" = 1'-0" ACONTROL JOINT REPAIR
3/16" = 1'-0" CSIDEWALK AND SETTLEMENT REPAIR
3/16" = 1'-0" DSIDEWALK AND PATIO REPAIR
3/16" = 1'-0" ESETTLEMENT REPAIR
archi BJF Stamp Signed archi
SANITARY SEWER
MANHOLE COVER
5'-0"
E X
IS
T
IN
G
C U
R B
G R
A S
S A
R E
A
EXISTING
SIDEWALK
SETTLEMENT
A S
P H
A L T
P A
R K
IN
G
A R
E A
EXISTING BUILDING INTERIOR
CONCRETE PARKING AREA
INSTALL NEW 6"
CONCRETE SIDEWALK
18'-0"
SETTLEMENT
E X
IS
T
IN
G
S
ID
E W
A L K 1
'-0
5'-0
G R
A S
S A
R E
A
G R
A S
S A
R E
A
EXISTING
SIDEWALK
SETTLEMENT 1
GRASS AREA
GRASS AREA
E X
IS
T
IN
G
B U
IL
D
IN
G
I N
T E
R
IO
R
EXISTING BUILDING INTERIOR
30'-0"
EXISTING
SIDEWALK
50'
REPLACE
CAULK AT
BUILDING
SAW CUT NEW
CONTROL
JOINTS
A108 A
A108 B
A108 C
A108 D
GENERAL NOTES
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 4" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE AND REPLACE EXITING BROKEN CURB6
EXISTING MANHOLE COVER TO REMAIN
REMOVE EXISTING GRAVEL AND SOIL TO 10" BELOW TOP
OF EXISTING CURB
REPLACE EXISTING DAMAGED TUNNEL COVER,
MATCH LEVEL OF NEW COVER TO CONCRETE PAD
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 7" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE EXISTING GRAVEL AND SOIL TO 8" BELOW TOP
OF EXISTING CURB
EXISTING TREE TO REMAIN. PROTECT DURING
CONSTRUCTION
lk
A rc h it e c ts
I n c c
DATE:
D A
T E
P R
IN
T
E D
F
IL
E
P A
T H
D R
A W
N B
Y
D ep ar tm en t o f A dm in is tr at io n
O ffi ce o f F ac ili tie s
P ro pe rt y M an ag em en t D es ig n, C on st ru ct io n
C om pl ia nc e
H ar ris on , S ui te
T op ek a, K an sa s
P ho ne
-2
-8
N
K
A N
S A
S A
V E
T o p e k a
K S
/1
/2
:4 :4
P
M G
.s h o rt c u t-ta rg e ts -b y -i d
\1 u C
H Z
U
IJ
Q fD
W x D
Z b
B
O w
U
X g z fJ z S
\2
C o n tr a c te d \2
-0
K D
A D
S
A -0
O s a w a to m ie
S ta te H o s p it a l
P a v e m e n t
Im p ro v e m e n ts
\R e v it \2
-0
O S
H A s p h a lt .r v t
PLANS - AREAS 14-17
A108
02-07-2025
ORIGINAL
CONTRACT
DOCUMENTS
K D
A D
S
O S
H R
E P
L A
C E
C O
N C
R E
T E
S
ID
E W
A L
K S
C
U R
B S
I N
V A
R
IO
U S
L O
C A
T
IO
N S
S ta te
H o s p it a l D r, O s a w a to m ie
K
S
X-1485
/0
/2
-0
-2
ORIGINAL CONTRACT
DOCUMENTS
x-1485
P D
M
3/16" = 1'-0" A.SIDEWALK REPAIR
3/16" = 1'-0" B..SIDEWALK REPAIR
3/16" = 1'-0" D...SIDEWALK REPAIR
3/16" = 1'-0" CPATIO AND CAULK REPAIRS
1" = 80'-0"
OVERALL SITE PLAN - A108
archi BJF Stamp Signed archi
STORM SEWER
MANHOLE COVER
10'-0
EXISTING
CONCRETE CURB
STORM DRAIN
SETTLEMENT
EXISTING
SIDEWALK
EXISTIN
G ASPHALT R
OAD
GRASS AREA
GRASS AREA
GRASS AREA
'-0
15'-0"
G R
A S
S A
R E
A
SETTLEMENT
EXISTING
SIDEWALK
EXISTING
SIDEWALK
GRASS AREA
ASPHALT PARKING AREA
10'-0"
18'-0"
EXISTING
CONCRETE CURB
90.00°
EXISTING 5' x 6'
DUMPSTER
EXISTING
SIDEWALK
EXISTING
CONCRETE CURB
2'-0"
T O
T A
L L
E N
G T
H
(F
V
A S
P H
A L T
P A
R K
IN
G
A R
E A
EXISTING
SIDEWALK
SETTLEMENT
EXISTING TREE
SETTLEMENT
GRASS
AREA
GRASS
AREA
EXISTING
SIDEWALK
5'-0"
"1
EXISTING
CONCRETE
CURB
A S
P H
A L T
P A
R K
IN
G
A R
E A
6'-0"
A109 A
A109 B
A109 C
A109 D
A109 F
A109 E
GENERAL NOTES
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 4" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE AND REPLACE EXITING BROKEN CURB6
EXISTING MANHOLE COVER TO REMAIN
REMOVE EXISTING GRAVEL AND SOIL TO 10" BELOW TOP
OF EXISTING CURB
REPLACE EXISTING DAMAGED TUNNEL COVER,
MATCH LEVEL OF NEW COVER TO CONCRETE PAD
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 7" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE EXISTING GRAVEL AND SOIL TO 8" BELOW TOP
OF EXISTING CURB
EXISTING TREE TO REMAIN. PROTECT DURING
CONSTRUCTION
lk
A rc h it e c ts
I n c c
DATE:
D A
T E
P R
IN
T
E D
F
IL
E
P A
T H
D R
A W
N B
Y
D ep ar tm en t o f A dm in is tr at io n
O ffi ce o f F ac ili tie s
P ro pe rt y M an ag em en t D es ig n, C on st ru ct io n
C om pl ia nc e
H ar ris on , S ui te
T op ek a, K an sa s
P ho ne
-2
-8
N
K
A N
S A
S A
V E
T o p e k a
K S
/1
/2
:4 :4
P
M G
.s h o rt c u t-ta rg e ts -b y -i d
\1 u C
H Z
U
IJ
Q fD
W x D
Z b
B
O w
U
X g z fJ z S
\2
C o n tr a c te d \2
-0
K D
A D
S
A -0
O s a w a to m ie
S ta te H o s p it a l
P a v e m e n t
Im p ro v e m e n ts
\R e v it \2
-0
O S
H A s p h a lt .r v t
PLANS - AREAS 18-24
A109
02-07-2025
ORIGINAL
CONTRACT
DOCUMENTS
K D
A D
S
O S
H R
E P
L A
C E
C O
N C
R E
T E
S
ID
E W
A L
K S
C
U R
B S
I N
V A
R
IO
U S
L O
C A
T
IO
N S
S ta te
H o s p it a l D r, O s a w a to m ie
K
S
X-1485
/0
/2
-0
-2
ORIGINAL CONTRACT
DOCUMENTS
x-1485
P D
M
3/16" = 1'-0" A.SIDEWALK REPAIR.
3/16" = 1'-0" B.SIDEWALK REPAIR..
3/16" = 1'-0" CDUMPSTER PAD
3/16" = 1'-0" DBACK OF CURB REPAIR
3/16" = 1'-0" ESIDEWALK AND SETTLEMENT REPAIR.
3/16" = 1'-0" F.SIDEWALK REPAIR...
1" = 60'-0"
OVERALL SITE PLAN - Areas 18-24 archi BJF Stamp Signed archi
A111
BA111
C
A111 D
A111 E
A112 A
A112 B
A112 C
A113 A
A113 B
A113 E
A113 C
A113 D
A111 A lk
A rc h it e c ts
I n c c
DATE:
D A
T E
P R
IN
T
E D
F
IL
E
P A
T H
D R
A W
N B
Y
D ep ar tm en t o f A dm in is tr at io n
O ffi ce o f F ac ili tie s
P ro pe rt y M an ag em en t D es ig n, C on st ru ct io n
C om pl ia nc e
H ar ris on , S ui te
T op ek a, K an sa s
P ho ne
-2
-8
N
K
A N
S A
S A
V E
T o p e k a
K S
/1
/2
:4 :4
P
M G
.s h o rt c u t-ta rg e ts -b y -i d
\1 u C
H Z
U
IJ
Q fD
W x D
Z b
B
O w
U
X g z fJ z S
\2
C o n tr a c te d \2
-0
K D
A D
S
A -0
O s a w a to m ie
S ta te H o s p it a l
P a v e m e n t
Im p ro v e m e n ts
\R e v it \2
-0
O S
H A s p h a lt .r v t
OVERALL SITE ZONE
A110
02-07-2025
ORIGINAL
CONTRACT
DOCUMENTS
K D
A D
S
O S
H R
E P
L A
C E
C O
N C
R E
T E
S
ID
E W
A L
K S
C
U R
B S
I N
V A
R
IO
U S
L O
C A
T
IO
N S
S ta te
H o s p it a l D r, O s a w a to m ie
K
S
X-1485
/2
/0
-0
-2
ORIGINAL CONTRACT
DOCUMENTS
x-1485
B J F
1/64" = 1'-0" AOVERALL SITE PLAN - Zone 3 archi BJF Stamp Signed archi
EXISTING
SIDEWALK
6'-0
8'-0"
EXISTING
BUILDING
INTERIOR
EXISTING
BUILDING
INTERIOR
G R
A S
S A
R E
A
G R
A S
S A
R E
A 12'-6" (F V
EXISTING
GRAVEL BED
EXISTING BUILDING IN
TERIO
R
GRASS AREA
REPLACE
EXISTING DOOR
STOP
'-0
8'-0
EXISTING
SIDEWALK
GRASS AREA
ASPHALT PARKING AREA
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
EXISTING
CONCRETE CURB
'-0
GRASS AREA
ASPHALT ROAD
STORM DRAIN
STORM SEWER
MANHOLE COVER
E X
IS
T
IN
G S
ID
E
W A
L K
EXISTING
CONCRETE CURB
16'-0"
EXISTING
CONCRETE
CURB
GRASS AREA
EXISTING
CONCRETE
CURB
EXISTING
SIDEWALK
20'-0"
EXISTING REAR
LOAD FRONT SLOPE
YARD DUMPSTERS
G R
A S
S A
R E
A
A S
P H
A L T
P A
R K
IN
G
A R
E A
A111 A
A111 B
A111 C
A111 D
A111 E
GENERAL NOTES
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 4" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE AND REPLACE EXITING BROKEN CURB6
EXISTING MANHOLE COVER TO REMAIN
REMOVE EXISTING GRAVEL AND SOIL TO 10" BELOW TOP
OF EXISTING CURB
REPLACE EXISTING DAMAGED TUNNEL COVER,
MATCH LEVEL OF NEW COVER TO CONCRETE PAD
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 7" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE EXISTING GRAVEL AND SOIL TO 8" BELOW TOP
OF EXISTING CURB
EXISTING TREE TO REMAIN. PROTECT DURING
CONSTRUCTION
lk
A rc h it e c ts
I n c c
DATE:
D A
T E
P R
IN
T
E D
F
IL
E
P A
T H
D R
A W
N B
Y
D ep ar tm en t o f A dm in is tr at io n
O ffi ce o f F ac ili tie s
P ro pe rt y M an ag em en t D es ig n, C on st ru ct io n
C om pl ia nc e
H ar ris on , S ui te
T op ek a, K an sa s
P ho ne
-2
-8
N
K
A N
S A
S A
V E
T o p e k a
K S
/1
/2
:4 :5
P
M G
.s h o rt c u t-ta rg e ts -b y -i d
\1 u C
H Z
U
IJ
Q fD
W x D
Z b
B
O w
U
X g z fJ z S
\2
C o n tr a c te d \2
-0
K D
A D
S
A -0
O s a w a to m ie
S ta te H o s p it a l
P a v e m e n t
Im p ro v e m e n ts
\R e v it \2
-0
O S
H A s p h a lt .r v t
PLANS - AREAS 25-29
A111
02-07-2025
ORIGINAL
CONTRACT
DOCUMENTS
K D
A D
S
O S
H R
E P
L A
C E
C O
N C
R E
T E
S
ID
E W
A L
K S
C
U R
B S
I N
V A
R
IO
U S
L O
C A
T
IO
N S
S ta te
H o s p it a l D r, O s a w a to m ie
K
S
X-1485
/0
/2
-0
-2
ORIGINAL CONTRACT
DOCUMENTS
x-1485
P D
M
3/16" = 1'-0" A..SIDEWALK REPAIR.
3/16" = 1'-0" B..SIDEWALK REPAIR..
3/16" = 1'-0" C..SIDEWALK REPAIRS...
3/16" = 1'-0" DCONCRETE REPAIR
3/16" = 1'-0" ENEW DUMPSTER PAD
1" = 100'-0"
OVERALL SITE PLAN A111
DOES 3 NEED TO CHANGE TO 4 IN THE PICTURE?
archi BJF Stamp Signed archi
EXISTING BUILDING IN
TERIO
R6 '-0
10'-0
GRASS AREA
GRASS AREA
GRASS AREA
EXISTING
SIDEWALK
EXISTING
SIDEWALK
GRASS AREA
GRASS AREA
GRASS AREA
GRASS AREA
BUSHES
EXISTING
SIDEWALK
'-0
6'-0"
G R
A S
S A
R E
A
G R
A S
S A
R E
A
EXISTING
SIDEWALK
A112 A
A112 C
A112 B
GENERAL NOTES
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 4" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE AND REPLACE EXITING BROKEN CURB6
EXISTING MANHOLE COVER TO REMAIN
REMOVE EXISTING GRAVEL AND SOIL TO 10" BELOW TOP
OF EXISTING CURB
REPLACE EXISTING DAMAGED TUNNEL COVER,
MATCH LEVEL OF NEW COVER TO CONCRETE PAD
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 7" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE EXISTING GRAVEL AND SOIL TO 8" BELOW TOP
OF EXISTING CURB
EXISTING TREE TO REMAIN. PROTECT DURING
CONSTRUCTION
lk
A rc h it e c ts
I n c c
DATE:
D A
T E
P R
IN
T
E D
F
IL
E
P A
T H
D R
A W
N B
Y
D ep ar tm en t o f A dm in is tr at io n
O ffi ce o f F ac ili tie s
P ro pe rt y M an ag em en t D es ig n, C on st ru ct io n
C om pl ia nc e
H ar ris on , S ui te
T op ek a, K an sa s
P ho ne
-2
-8
N
K
A N
S A
S A
V E
T o p e k a
K S
/1
/2
:4 :5
P
M G
.s h o rt c u t-ta rg e ts -b y -i d
\1 u C
H Z
U
IJ
Q fD
W x D
Z b
B
O w
U
X g z fJ z S
\2
C o n tr a c te d \2
-0
K D
A D
S
A -0
O s a w a to m ie
S ta te H o s p it a l
P a v e m e n t
Im p ro v e m e n ts
\R e v it \2
-0
O S
H A s p h a lt .r v t
PLANS - AREAS 30-33
A112
02-07-2025
ORIGINAL
CONTRACT
DOCUMENTS
K D
A D
S
O S
H R
E P
L A
C E
C O
N C
R E
T E
S
ID
E W
A L
K S
C
U R
B S
I N
V A
R
IO
U S
L O
C A
T
IO
N S
S ta te
H o s p it a l D r, O s a w a to m ie
K
S
X-1485
/0
/2
-0
-2
ORIGINAL CONTRACT
DOCUMENTS
x-1485
P D
M
3/16" = 1'-0" A. SIDEWALK REPAIRS
3/16" = 1'-0" B. SIDEWALK REPAIRS. .
3/16" = 1'-0" C. SIDEWALK REPAIR .
1" = 60'-0"
OVERALL SITE PLAN A112
archi BJF Stamp Signed archi
'-0
'-0
EXISTING
SIDEWALK
GRASS AREA
'-0
'-0
'-0
6'-0"
G R
A S
S A
R E
A
EXISTING
SIDEWALK
10'-0"
GRASS AREA
EXISTING
GRAVEL BED
EXISTING BUILDING INTERIOR
EXISTING
GRAVEL BED
'-0
EXISTING
SIDEWALK
5'-0"
GRASS AREA
EXISTING
SIDEWALK
EXISTING
GRAVEL BED
GRASS AREA
GRASS AREA
EXISTING
GRAVEL BED
6'-0"
EXISTING
SIDEWALK
EXISTING
SIDEWALK
SETTLEMENT
A113 A
A113 B
A113 C
A113 E
A113 D
GENERAL NOTES
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 4" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE AND REPLACE EXITING BROKEN CURB6
EXISTING MANHOLE COVER TO REMAIN
REMOVE EXISTING GRAVEL AND SOIL TO 10" BELOW TOP
OF EXISTING CURB
REPLACE EXISTING DAMAGED TUNNEL COVER,
MATCH LEVEL OF NEW COVER TO CONCRETE PAD
PROVIDE 4" SUBSTRATE OF WASHED AND SCREENED
GRAVEL BELOW NEW 7" CONCRETE SIDEWALK
REINFORCE WITH 6X6 W1.4xW1.4 WWF
REMOVE EXISTING GRAVEL AND SOIL TO 8" BELOW TOP
OF EXISTING CURB
EXISTING TREE TO REMAIN. PROTECT DURING
CONSTRUCTION
lk
A rc h it e c ts
I n c c
DATE:
D A
T E
P R
IN
T
E D
F
IL
E
P A
T H
D R
A W
N B
Y
D ep ar tm en t o f A dm in is tr at io n
O ffi ce o f F ac ili tie s
P ro pe rt y M an ag em en t D es ig n, C on st ru ct io n
C om pl ia nc e
H ar ris on , S ui te
T op ek a, K an sa s
P ho ne
-2
-8
N
K
A N
S A
S A
V E
T o p e k a
K S
/1
/2
:4 :5
P
M G
.s h o rt c u t-ta rg e ts -b y -i d
\1 u C
H Z
U
IJ
Q fD
W x D
Z b
B
O w
U
X g z fJ z S
\2
C o n tr a c te d \2
-0
K D
A D
S
A -0
O s a w a to m ie
S ta te H o s p it a l
P a v e m e n t
Im p ro v e m e n ts
\R e v it \2
-0
O S
H A s p h a lt .r v t
PLANS - AREAS 34-38
A113
02-07-2025
ORIGINAL
CONTRACT
DOCUMENTS
K D
A D
S
O S
H R
E P
L A
C E
C O
N C
R E
T E
S
ID
E W
A L
K S
C
U R
B S
I N
V A
R
IO
U S
L O
C A
T
IO
N S
S ta te
H o s p it a l D r, O s a w a to m ie
K
S
X-1485
/0
/2
-0
-2
ORIGINAL CONTRACT
DOCUMENTS
x-1485
P D
M
3/16" = 1'-0" A.SIDEWALK REPAIRS .
3/16" = 1'-0" B. SIDEWALK REPAIRS .
3/16" = 1'-0" C. .SIDEWALK REPAIR .
3/16" = 1'-0" E. . SIDEWALK REPAIR .
3/16" = 1'-0" DLANDING AND SIDEWALK REPAIR
1" = 80'-0"
OVERALL SITE PLAN A113
archi BJF Stamp Signed archi
| Sheets |
| A101 - OVERALL SITE |
| A102 - OVERALL SITE ZONE 1 |
| A103 - PLANS - AREAS 1 & 2 |
| A104 - PLANS - AREA 3 |
| A105 - PLANS - AREAS 4-8 |
| A106 - OVERALL SITE ZONE 2 |
| A107 - PLANS - AREAS 9-13 |
| A108 - PLANS - AREAS 14-17 |
| A109 - PLANS - AREAS 18-24 |
| A110 - OVERALL SITE ZONE 3 |
| A111 - PLANS - AREAS 25-29 |
| A112 - PLANS - AREAS 30-33 |
| A113 - PLANS - AREAS 34-38 |
| G001 - COVER SHEET |
File details come from the government source that posted it. Updated .