Mulberry Specs.pdf
PDF 44 MB Posted
- Attached to
- Mulberry Street Cemetery Renovations
- Solicitation number
- PE-74150-NONST-2024-000000016
- Issued by
- Thomas County, Georgia
About this file
This document is a Request for Bid (RFB) issued by the City of Mulberry for the provision of maintenance and repair services for the Mulberry City Park system. The RFB outlines the scope of work required, including routine maintenance tasks, minor repairs, and emergency response services. The contract term is for one year with four one-year renewal options. Bids are due by 2:00 PM on April 15, 2023, and a mandatory pre-bid conference is scheduled for April 1, 2023. The contract will be awarded to the lowest responsive and responsible bidder.
The RFB specifies pricing requirements, including hourly labor rates, material markups, and estimated annual quantities. No set-asides or preferences are included, and the current incumbent is ABC Landscaping. Funding for the contract will be provided through the City of Mulberry Parks and Recreation budget, with an estimated annual value of $250,000.
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THIS DRAWING SET IS NOT TO BE USED FOR
CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED
BY THE LANDSCAPE ARCHITECT OF RECORD AND
STAMPED "APPROVED FOR CONSTRUCTION." USE OF
THESE DRAWINGS FOR QUANTITY TAKE-OFFS AND
PRICING IS PRELIMINARY UNTIL ALL APPLICABLE PERMITS
HAVE BEEN OBTAINED.
COVER SHEET
NORTH
PROPERTY LOCATION
LAGRANGE , GEORGIA
Mulberry Street Cemetery
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31 MAY, 2024
MNG
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AS SHOWN
No. Description Date
1349 ASHLEY RIVER RD.
CHARLESTON, SC 29407
843.733.3325 www.OSDLA.com
C 2022 COPYRIGHT Outdoor Spatial Design LLC.
Mulberry Street Cemetery
DD SUBMISSION1 11.18.22
DD SUBMISSION 22 02.09.23
DD SUBMISSION 33 03.28.23
50% CONSTR. DOCS4 09.29.23
50% CONSTR. DOCS5 01.26.24
95% CONSTR. DOCS6 02.09.24
100% CONSTR. DOCS7 03.08.24
100% CONSTR. DOCS8 04.09.24
CLIENT COMMENT9 06.05.24
DESIGN LANDSCAPE ARCHITECT
BID SET10 06.20.24
L0.0* NO SUBSURFACE UTILITIES HAVE BEEN SURVEYED
CONTRACTOR TO CALL 811
*NOTE: ABOVE PLAN IS FOR ILLUSTRATIVE PURPOSES ONLY AND IS NOT TO SCALE.
NORTH
INDEX:
LANDSCAPE PLANS:
L1.0 GENERAL NOTES & INFORMATION
L1.1 DEMOLITION & SITE PREPARATION PLAN
L1.2 DEMOLITION NOTES & DETAILS
L2.0 OVERALL SITE PLAN
L3.0 TILE PLAN
L3.1 TILE A
L3.2 TILE B
L3.3 TILE C
L3.4 TILE D
L3.5 TILE E
L3.6 TILE F
L4.0 SITE DETAILS
L4.1 SITE DETAILS
L4.2 SITE DETAILS
L4.3 SITE DETAILS
L4.4 SITE DETAILS
L5.0 GRAVE MARKER PLAN
L5.1 GRAVE MARKER DETAILS
L6.0 PLANTING PLAN
L6.1 PLANTING & FURNISHINGS SCHEDULE & NOTES
CIVIL PLANS:
C-1.0 TOPOGRAPHIC SURVEY
C-1.1 SITE PLAN
C-2.0 GRADING & STORM DRAINAGE PLAN
C-2.1 GRADING & STORM DRAINAGE ENLARGEMENTS
C-2.2 STORM SEWER PROFILES
C-3A.0 INITIAL PHASE EROSION CONTROL PLAN
C-3B.0 GRADING PHASE EROSION CONTROL PLAN
C-3C.0 FINAL PHASE EROSION CONTROL PLAN
C-3D.0 EROSION CONTROL DATA
C-3E.0 EROSION, SEDIMENTATION & POLLUTION CONTROL NOTES
C-3E.1 EROSION, SEDIMENTATION & POLLUTION CONTROL NOTES
CD-1.0 SITE DETAILS
CD-2.0 EROSION CONTROL DETAILS
CD-3.0 STORM SEWER DETAILS
CD-3.1 STORM SEWER DETAILS
OUTDOOR SPATIAL DESIGN, LLC.
DESIGN LANDSCAPE ARCHITECT
GEORGIA & WEST, INC.
CIVIL ENGINEER
SIMONS YOUNG + ASSOCIATES
ARCHITECT
HW EXHIBITS
INTERPRETIVE SIGNAGE/EXHIBITS
EVAN BRANDON
EMAIL: EVAN@OSDLA.COM
PHONE: (843) 718-5554
JOHN BASS
EMAIL: JBASS@GEORGIAANDWEST.COM
PHONE: (770) 834-4694
SIMONS YOUNG
EMAIL: SIMONS@SIMONSYOUNG.COM
PHONE: (843) 277-0996
ANDREW STEEVER
EMAIL: ANDREW@HWEXHIBITS.COM
PHONE: (917) 848-6155
CONSTRUCTION DOCUMENT SET FOR:
MULBERRY STREET CEMETERY ENHANCEMENTS
ADDRESS: 101 W MULBERRY ST.
LAGRANGE, GA 30240
ADDITIONAL PLANS REFERENCED
(NOT INCLUDED IN THIS SET):
1. HW EXHIBITS
INTERPRETIVE SIGNAGE PLANS
CONTACT INFORMATION:
ARCHITECTURE PLANS:
G000 COVER
G001 PROJECT INFORMATION
G002 SITE PLAN
A100 EXISTING BAND STAND
A101 FLOOR PLAN + RCP
A102 SIGNAGE STRUCTURES
A104 ELEVATIONS
A402 DETAILS
A900 DESIGN INSPIRATION
S000 STRUCTURAL NOTES
S100 STRUCTURAL DETAILS
S101 STRUCTURAL DETAILS
S102 STRUCTURAL DETAILS
S103 STRUCTURAL DETAILS
S104 STRUCTURAL DETAILS
S105 STRUCTURAL DETAILS
INDEPENDENT CONSULTANT
LANDSCAPE ARCHITECT OF RECORD
ERRETT KIRKLAND
EMAIL: ERRETTNK@GMAIL.COM
PHONE: (404) 668-3133
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C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
TOPOGRAPHIC
SURVEY
C-1.0
09 FEBRUARY, 2024
1" = 30'
1. NO TITLE OR ABSTRACT RESEARCH
WAS PERFORMED BY THE
UNDERSIGNED FOR THIS SURVEY.
2. WARNING: THIS PLAT OF SURVEY MAKES
NO WARRANTY OR GUARANTEE AS TO
THE EXISTENCE OF ANY EASEMENTS OR
RIGHTS OF WAY OF ANY TYPE NO ABSTRACT
OR TITLE SEARCH WAS PERFORMED
TO DISCOVER THE EXISTENCE OF ANY
EASEMENTS OR RIGHTS OF WAY.
3. NO WARRANTY OR GUARANTEE AS
TO THE EXISTENCE OR LOCATION OF
UNDERGROUND STRUCTURES IS
IMPLIED, ONLY THOSE ITEMS SHOWN.
4. NO WARRANTY OR GUARANTEE AS
TO ENVIRONMENTAL ISSUES HAS BEEN
IMPLIED, ONLY THOSE ITEMS SHOWN
HEREON HAVE BEEN ADDRESSED.
5. ONLY ACTS OF POSSESSION, IF
ANY, THAT ARE VISIBLE FROM CASUAL
INSPECTION OF THE PROPERTY ARE
SHOWN HEREON. NO WARRANTY OR
GUARANTEE IS IMPLIED AS TO THE
EXISTENCE OF ACTS OF POSSESSION
BY ADJOINERS TO THE LANDS SHOWN
AND DESCRIBED HEREON.
6. THE ACCEPTANCE OF THE PLAT HEREON
AND MONUMENTS USED AND SET DURING THE
PERFORMANCE OF THE FIELD SURVEY HEREBY
LIMIT THE TORT OR CONTRACT HERETO TO AN
AMOUNT NOT TO EXCEED THE FEE CHARGED.
IF ADDITIONAL LIABILITY IS REQUIRED BY THE
CLIENT, THEN AN AMOUNT OF 1% OF THE
TOTAL LIABILITY REQUEST MUST BE PAID TO
THE UNDERSTOOD PRIOR TO COMMENCEMENT
OF WORK.
7. NO WARRANTY OR GUARANTEE AS TO COUNTY
OR CITY ORDINANCE ISSUES, TO INCLUDE SET
BACKS, HAS BEEN IMPLIED. ONLY THOSE ITEMS
SHOWN HAVE BEEN ADDRESSED.
GENERAL NOTES
O P R O J E C T
F O L D E R S H W
E X H I B I T S
M U L B E R R Y
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C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
SITE PLAN
C-1.1
09 FEBRUARY, 2024
1" = 30'
O P R O J E C T
F O L D E R S H W
E X H I B I T S
M U L B E R R Y
S T R E E T
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No. Description Date
C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
GRADING & STORM
DRAINAGE PLAN
C-2.0
09 FEBRUARY, 2024
1" = 30'
O P R O J E C T
F O L D E R S H W
E X H I B I T S
M U L B E R R Y
S T R E E T
C E M E T E R Y
L A G R A N G E D W G X C O N S T d w g
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No. Description Date
C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
GRADING & STORM
DRAINAGE
ENLARGEMENTS
C-2.1
09 FEBRUARY, 2024
1"=10'
REGISTERE
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PROFESSIONAL
No. 034591
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L A G R A N G E D W G X C O N S T d w g
STORM RUN 1 STORM RUN 2 STORM RUN 5STORM RUN 4STORM RUN 3
V =
Q =
7.46 FPS
2.59 CFS
V =
Q =
7.30 FPS
2.53 CFS
STORM RUN 7STORM RUN 6
V =
Q =
3.20 FPS
0.67 CFS
V =
Q =
4.59 FPS
4.48 CFS
V =
Q =
3.51 FPS
0.85 CFS
V =
Q =
1.20 FPS
0.02 CFS
V =
Q =
2.00 FPS
0.15 CFS
SCALE:
VERT: 1" = 3'
HORZ: 1" = 30'
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No. Description Date
C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
STORM SEWER
PROFILES
09 FEBRUARY, 2024
AS SHOWN
REGISTERED
ENG IN EER
PROFESSIONAL
No. 034591
G
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JOHN D. BASS
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SOIL TYPE
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SOIL TYPE
Ud
SOIL TYPE
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SOIL TYPE
RK
SOIL TYPE
RK
SOIL TYPE
Ud
SOIL TYPE
Ud
X
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4. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF
FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE
FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL
OR TREAT THE SEDIMENT SOURCE.
8. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY
THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES
AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.
9. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GRATER THAN 14
DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.
15. 24-HOUR CONTACT PERSON RESPONSIBLE FOR THE INSTALLATION
AND MAINTENANCE OF EROSION CONTROL DEVICES AND MEASURES
IS:
REGISTERE
D
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PROFESSIONAL
No. 034591
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JDB
No. Description Date
C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
INITIAL PHASE EROSION
CONTROL PLAN
C-3A.0
09 FEBRUARY, 2024
1" = 30'
O P R O J E C T
F O L D E R S H W
E X H I B I T S
M U L B E R R Y
S T R E E T
C E M E T E R Y
L A G R A N G E D W G X C O N S T d w g
VE
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SURVEY LIM
ITS 08/04/2022
SOIL TYPE
RK
SOIL TYPE
Ud
SOIL TYPE
Ud
SOIL TYPE
RK
SOIL TYPE
RK
SOIL TYPE
Ud
SOIL TYPE
Ud
4. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF
FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE
FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL
OR TREAT THE SEDIMENT SOURCE.
8. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY
THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES
AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.
9. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GRATER THAN 14
DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.
15. 24-HOUR CONTACT PERSON RESPONSIBLE FOR THE INSTALLATION
AND MAINTENANCE OF EROSION CONTROL DEVICES AND MEASURES
IS:
REGISTERE
D
E
NG INEER
PROFESSIONAL
No. 034591
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LA
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Date
Drawn by
Checked by
LMW
JDB
No. Description Date
C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
GRADING PHASE
EROSION CONTROL PLAN
C-3B.0
09 FEBRUARY, 2024
1" = 30'
O P R O J E C T
F O L D E R S H W
E X H I B I T S
M U L B E R R Y
S T R E E T
C E M E T E R Y
L A G R A N G E D W G X C O N S T d w g
VE
Y
LI
M
IT
S
/0
4/
SURVEY LIM
ITS 08/04/2022
SOIL TYPE
RK
SOIL TYPE
Ud
SOIL TYPE
Ud
SOIL TYPE
RK
SOIL TYPE
RK
SOIL TYPE
Ud
SOIL TYPE
Ud
4. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF
FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE
FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL
OR TREAT THE SEDIMENT SOURCE.
8. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY
THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES
AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.
9. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GRATER THAN 14
DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.
15. 24-HOUR CONTACT PERSON RESPONSIBLE FOR THE INSTALLATION
AND MAINTENANCE OF EROSION CONTROL DEVICES AND MEASURES
IS:
REGISTERE
D
E
NG INEER
PROFESSIONAL
No. 034591
G
E O R G I A
JO
H
N
D.
B
AS
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TR
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C O
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G E, G
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LA
G
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E, G
A
Scale
Date
Drawn by
Checked by
LMW
JDB
No. Description Date
C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
FINAL PHASE EROSION
CONTROL PLAN
C-3C.0
09 FEBRUARY, 2024
1" = 30'
O P R O J E C T
F O L D E R S H W
E X H I B I T S
M U L B E R R Y
S T R E E T
C E M E T E R Y
L A G R A N G E D W G X C O N S T d w g
PRE-DEVELOPED CURVE NUMBER (CN): 65
POST-DEVELOPED CURVE NUMBER (CN): 65
WATERSHED#1/
CONTRIBUTING
DRAINAGE BASIN A
TOTAL AREA:2.5 ACRE
DISTURBED AREA:1.3 ACRE
WATERSHED#2/
CONTRIBUTING
DRAINAGE BASIN B
TOTAL AREA:0.5 ACRE
DISTURBED AREA:0.5 ACRE
WATERSHED#3/
CONTRIBUTING
DRAINAGE BASIN C
TOTAL AREA:0.2 ACRE
DISTURBED AREA:0.2 ACRE
EROSION & CONSTRUCTION SCHEDULE
MONITORING SITE CHART
TYPICAL DETAIL OF TEMPORARY RE-FUELING SITE
TABLE "A"
OUTLET PROTECTION TABLE
riprap outlet
PROTECTION
REGISTERE
D
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PROFESSIONAL
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No. Description Date
C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
EROSION CONTROL
DATA
C-3C.0
09 FEBRUARY, 2024
N.T.S.
O P R O J E C T
F O L D E R S H W
E X H I B I T S
M U L B E R R Y
S T R E E T
C E M E T E R Y
L A G R A N G E D W G X C O N S T d w g
DEVELOPMENT REFERENCE: DESIGN PROFESSIONAL'S CERTIFICATION:
GENERAL NOTES:
CRITICAL WORK ZONE EROSION CONTROL NOTES:
PERMIT COVERAGE:
EROSION CONTROL NOTES:
CLEARING PHASE - PHASE 1
EROSION CONTROL NOTES:
GRADING PHASE - PHASE 2
EROSION CONTROL NOTES:
FINAL PHASE - PHASE 3
RETENTION OF RECORDS:
REGISTERE
D
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PROFESSIONAL
No. 034591
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No. Description Date
C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
EROSION, SEDIMENTATION
& POLLUTION CONTROL
NOTES
C-3E.0
09 FEBRUARY, 2024
N.T.S.
O P R O J E C T
F O L D E R S H W
E X H I B I T S
M U L B E R R Y
S T R E E T
C E M E T E R Y
L A G R A N G E D W G X C O N S T d w g
EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN (ESPCP):
REGISTERE
D
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PROFESSIONAL
No. 034591
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No. Description Date
C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
EROSION, SEDIMENTATION
& POLLUTION CONTROL
NOTES
C-3E.1
N.T.S.
09 FEBRUARY, 2024
O P R O J E C T
F O L D E R S H W
E X H I B I T S
M U L B E R R Y
S T R E E T
C E M E T E R Y
L A G R A N G E D W G X C O N S T d w g
A.D.A. PARKING DETAIL
A.D.A. SIGN DETAIL
24" CURB & GUTTER
DETAIL
REGISTERE
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PROFESSIONAL
No. 034591
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No. Description Date
C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
SITE DETAILS
CD-1.0
N.T.S.
09 FEBRUARY, 2024
O P R O J E C T
F O L D E R S H W
E X H I B I T S
M U L B E R R Y
S T R E E T
C E M E T E R Y
L A G R A N G E D W G X C O N S T d w g
REGISTERE
D
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PROFESSIONAL
No. 034591
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No. Description Date
C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
EROSION CONTROL
DETAILS
CD-2.0
N.T.S.
SOD INLET PROTECTION
BAFFLE BOX
ALTERNATIVE SEDIMENT TRAP
CRUSHED STONE CONSTRUCTION EXIT
CURB INLET FILTER
"PIGS IN BLANKET"
FABRIC AND SUPPORTING
FRAME FOR INLET PROTECTION
DIVERSION CHANNEL
STONE FILTER RING
Ds1
Ds3
Ds4
Ss
Sb
Tac
Ds1
Ds3
Ds4
Sb
Tac
Ds2 Ds2
Du Du
Ss
Cs
Bf
Cs
Fl-Co Fl-Co
Bf
GEORGIA
FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES
UNIFORM CODING SYSTEM
GEORGIA SOIL AND WATER CONSERVATION COMMISSION
STRUCTURAL PRACTICES
Ch
Co
Cr
Cr
Dc
Di
Dn1
Dn1
Dn2
Dn2
Fr
Ga
Gr
Lv
Rd
Re
Re
Rt
Sd1
Sd2
Sd3
Rt
Sk
Sd4
Gr
Co
Sd3
Sk
Sr
St
St
Su
Tc
Wt
Tr
Tp
Tc
Tp
Sr
CODE PRACTICE DETAIL DESCRIPTION CODEPRACTICE DETAIL DESCRIPTION
MAP
SYMBOL
MAP
SYMBOL
STRUCTURAL PRACTICES
CODEPRACTICE DETAIL DESCRIPTION
MAP
SYMBOL
VEGETATIVE PRACTICES
Su
Spb
Spb
Cd
SIDE VIEW
FRONT VIEW
SILT FENCE - TYPE NON-SENSITIVESILT FENCE - TYPE SENSITIVE
SIDE VIEW
FRONT VIEW
EROSION AND SEDIMENT CONTROL
COMPOST FILTER SOCK
STONE CHECK DAM FILTER SOCK CHECK DAM
09 FEBRUARY, 2024
O P R O J E C T
F O L D E R S H W
E X H I B I T S
M U L B E R R Y
S T R E E T
C E M E T E R Y
L A G R A N G E D W G X C O N S T d w g
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NG INEER
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No. Description Date
C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
STORM SEWER
DETAILS
CD-3.0
N.T.S.
OR APPROVED EQUAL
OR APPROVED EQUAL
OR APPROVED EQUAL
09 FEBRUARY, 2024
O P R O J E C T
F O L D E R S H W
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M U L B E R R Y
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NG INEER
PROFESSIONAL
No. 034591
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No. Description Date
C 2024 COPYRIGHT Georgia & West, Inc.
Mulberry Street Cemetery
100% CONSTR. DOCS 03.08.24
E-MAIL: mailbox@georgiaandwest.com
105 CORPORATE DRIVE
CARROLLTON, GA. 30117
OFFICE (770) 834-4694
FAX (770) 834-1005
ENGINEERING
LAND SURVEYING
LAND PLANNING
FOR BID 05.31.24
STORM SEWER
DETAILS
CD-3.1
N.T.S.
09 FEBRUARY, 2024
O P R O J E C T
F O L D E R S H W
E X H I B I T S
M U L B E R R Y
S T R E E T
C E M E T E R Y
L A G R A N G E D W G X C O N S T d w g
THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION
PURPOSES UNLESS SIGNED AND SEALED BY THE
LANDSCAPE ARCHITECT OF RECORD AND STAMPED
"APPROVED FOR CONSTRUCTION." USE OF THIS DRAWING
FOR QUANTITY TAKE-OFFS AND PRICING IS PRELIMINARY
UNTIL ALL APPLICABLE PERMITS HAVE BEEN OBTAINED.
GENERAL NOTES:
1. THE SCOPE OF WORK FOR THIS PROJECT IS HISTORICALLY AND CULTURALLY SIGNIFICANT. ALL WORK PERFORMED SHALL NOT IMPACT OR DISTURB EXISTING GRAVE SITES, MARKERS, OR OTHER EXISTING STRUCTURES WITHOUT APPROVAL FROM OWNER.
2. CONTRACTOR TO COORDINATE WITH TROUP COUNTY ARCHIVISTS AND THE CITY OF LAGRANGE FOR FURTHER INSTRUCTIONS REGARDING WORK ADJACENT TO GRAVE SITES AND
THEIR PROTECTION.
3. BASE INFORMATION INCLUDING BUT NOT LIMITED TO STREETS, RIGHT-OF-WAYS, PROPERTY LINES, AND TOPOGRAPHY WAS OBTAINED FROM ORIGINAL SURVEY FROM GEORGIA & WEST, INC. OSD ASSUMES NO LIABILITY FOR THE ACCURACY OF THE INFORMATION SHOWN HEREIN.
4. CONTRACTOR TO VERIFY ALL INFORMATION CONTAINED HEREIN PRIOR TO SUBMITTING BIDS AND NOTIFY LANDSCAPE ARCHITECT OR OWNER OF ANY DISCREPANCY PRIOR TO
SUBMITTING BID.
5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN DISABILITIES ACT AND ALL NATIONAL, STATE AND LOCAL CODES. CONTRACTORS SHALL ACQUIRE AND PAY FOR ALL PERMITS, LICENSES, TAXES AND FEES REQUIRED. ALL CONTRACTORS SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, SERVICES, TOOLS, AND
MISCELLANEOUS ITEMS REQUIRED FOR A FULLY COMPLETE PROJECT.
6. WHERE CONFLICT OCCURS BETWEEN CONSTRUCTION PLANS, CONSTRUCTION DETAILS, AND/OR FIELD CONDITIONS, CONTRACTOR IS TO CONTACT LANDSCAPE ARCHITECT FOR
CLARIFICATION PRIOR TO SUBMITTING BID.
7. CONTRACTOR TO ENSURE THAT ALL APPLICABLE CONSTRUCTION AND LAND DISTURBANCE PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING ANY WORK.
8. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION WITH UTILITY COMPANIES, ADJACENT LAND DEVELOPMENTS OR OTHER AFFECTED THIRD PARTIES.
9. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS WORKING ON SITE.
10. CONTRACTOR TO INCLUDE ARBORIST SERVICES IN BASE BID. ARBORIST TO EVALUATE TREES ON SITE AND MAKE RECOMMENDATIONS REGARDING REMOVALS, FERTILIZATION AND
PRUNING OF TREES ON SITE.
11. CONTRACTOR TO DELIVER, STORE AND HANDLE PRODUCTS USING MEANS AND METHODS THAT WILL PREVENT DAMAGE, DETERIORATION AND LOSS, INCLUDING THEFT AND
VANDALISM.
12. CONTRACTOR IS RESPONSIBLE FOR FINAL CLEANING AND REPAIR OF DAMAGED PROPERTY OR PRODUCTS TO THE SATISFACTION OF THE OWNER.
13. ALL SURFACES SHALL PITCH TO DRAIN AWAY FROM GATHERING SPACES, PARKING AREAS, ACCESSIBLE ROUTES, AND BUILDINGS. SEE CIVIL PLANS.
14. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY, PRIOR TO SUBMITTING BID, FABRICATION OR THE ORDERING OF
ANY ITEMS TO BE USED FOR THIS PROJECT.
15. FOR INFORMATION RELATING TO BUILT STRUCTURES, REFERENCE ARCHITECTURE PLANS.
16. FOR INFORMATION REGARDING INTERPRETIVE SIGNAGE REFERENCED HEREIN, PLEASE CONTACT ANDREW STEEVER AT HW EXHIBITS (917) 848-6155
17. CONTRACTOR TO COORDINATE WITH OWNER CONCERNING ATTIC STOCK OF PROJECT MATERIALS. PROJECT MATERIAL COSTS AS REQUESTED BY OWNER FOR ATTIC STOCK TO BE
INCLUDED IN OVERALL CONTRACTOR BUDGET.
18. WORKMANSHIP SHALL BE GUARANTEED BY CONTRACTOR FOR A MINIMUM OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE AND OWNERS ACCEPTANCE UNLESS OTHERWISE NOTED.
GENERAL NOTES
& INFORMATION
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Date
Drawn by
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31 MAY, 2024
MNG
MLF
AS SHOWN
No. Description Date
1349 ASHLEY RIVER RD.
CHARLESTON, SC 29407
843.733.3325 www.OSDLA.com
C 2022 COPYRIGHT Outdoor Spatial Design LLC.
Mulberry Street Cemetery
DD SUBMISSION1 11.18.22
DD SUBMISSION 22 02.09.23
DD SUBMISSION 33 03.28.23
50% CONSTR. DOCS4 09.29.23
50% CONSTR. DOCS5 01.26.24
95% CONSTR. DOCS6 02.09.24
100% CONSTR. DOCS7 03.08.24
100% CONSTR. DOCS8 04.09.24
CLIENT COMMENT9 06.05.24
DESIGN LANDSCAPE ARCHITECT
BID SET10 06.20.24
L1.0* NO SUBSURFACE UTILITIES HAVE BEEN SURVEYED
CONTRACTOR TO CALL 811
OWNER:
VISIT LAGRANGE, INC.
206 RIDLEY, AVE.
LAGRANGE, GA 30240
(706) 668-5555
CONTACT: KATHY TILLEY
25' STATE WATERS BUFFER
EX
IS
T.
C
U R
B
IPF
25' STATE WATERS BUFFER
EX
IS
TI
NG
D
IT
CH
C
EN
TE
R
LI
NE
M U L B E R R Y S T R E E T
25' STATE WATERS BUFFER
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
W
RESTED VEGETATION
TOP OF BANK
STREAM
TOP OF BANK
CEMETERY PROPERTY LINE
APPROX. L.L.L.
EDGE OF WATER
STORMWATER POND
W.SE.692.80
(AT TIME OF SURVEY)
CS
X
R/ R
RI
G
HT
O
F W
AY
CSX R/R RIGHT OF W
AY
RAILROAD
CSX R/R RIGHT OF WAY
CEMETERY PROPERTY LINE
R/W
EX
IS
T.
C
UR
B
CE
M
ET
ER
Y
PR
O
PE
RT
Y
LI
NE
EX
IS
T.
C
UR
B
D O U G L A S
R/W
R/W
R/W R/W
RA
IL
RO
AD
EXIST. CURB EXIST. CURB
EXIST. CURB
R/W
R /W
STREAM
EXIST. CURB
S T R E E T
APPROX. L.L.L.
0' 30' 60' 90' 150'
SCALE: 1" = 30' @ 22"X34" SHEET SIZE
DEMOLITION LEGEND:
TREE TO BE REMOVED
(STUMPS TO BE GROUND 12" BELOW GRADE WHEN
POSSIBLE, AVOID IMPACT TO EXISTING GRAVE SITES)
HARDSCAPE/FENCING/VEGETATION TO BE REMOVED
TREE PROTECTION FENCING (SEE DETAIL 1, L1.2)
(ADJUST IN FIELD AS NEEDED TO AVOID ANY IMPACT TO GRAVE SITES)
EXISTING TREE
EXISTING CONDITIONS LEGEND:
PROPERTY LINE
LIMIT OF DISTURBANCE / SILT FENCING (SEE CIVIL PLANS FOR MORE DETAIL)
APPROXIMATE CANOPY
CONTRACTOR TO VERIFY LOCATION OF ALL SURFACE AND SUBSURFACE BURIAL SITES
PRIOR TO ANY DEMOLITION / CONSTRUCTION ACTIVITY. NO GRAVE SITES ARE TO BE
IMPACTED BY DEMOLITION OR CONSTRUCTION ACTIVITIES. (TYP.)
THREE SECTIONS OF HISTORIC FENCE TO BE REMOVED AS OUTLINED ON PLAN. THESE
FENCE SECTIONS ARE TO BE RESTORED, REUSED, AND RE-INCORPORATED INTO THE
NEW FRONT FENCE ALONG MULBERRY STREET. CONTRACTOR TO COORDINATE
STORAGE AND REPAIR WITH OWNER. SEE ARCHITECTURE PLANS FOR NEW FRONT
FENCE DETAIL.
CONTRACTOR TO WALK STREAM BANK WITH LANDSCAPE ARCHITECT TO VERIFY
UNDERBRUSH TO BE REMOVED. (TYP.)
CONTRACTOR TO DEMOLISH EXISTING PARKING LOT AND CURBING, AND DISPOSE OF
DEBRIS IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS.
CONTRACTOR TO INSTALL TREE FENCING AND USE EXTREME CAUTION AROUND
EXISTING TREES. CONTRACTOR TO VERIFY LOCATION OF ALL SURFACE AND
SUBSURFACE BURIAL SITES PRIOR TO ANY FENCE INSTALLATION. (TYP.)
EXISTING HISTORIC AND INFORMATIONAL SIGNS TO BE REMOVED AND STORED.
CONTRACTOR TO COORDINATE STORAGE OF SIGNS WITH OWNER. (TYP.)
HORACE KING BRIDGE TO REMAIN AND BE PROTECTED FROM ALL DEMOLITION AND
CONSTRUCTION ACTIVITY. IF DAMAGED, CONTRACTOR SHALL RESTORE TO ORIGINAL
CONDITION AT NO COST TO OWNER.
OVERHEAD POWER AND ASSOCIATED POLES TO BE REMOVED. CONTRACTOR TO
COORDINATE WITH UTILITY PROVIDER. (TYP.)
CORNER POSTS OF EXISTING FENCE TO REMAIN IN PLACE AND BE PROTECTED FROM
CONSTRUCTION ACTIVITIES. (TYP.)
Project North
SURVEYED, SUBSURFACE GRAVE SITE LOCATION
(VERIFY IN FIELD)
AT-GRADE, VISIBLE GRAVE SITE
(VERIFY IN FIELD)
HEADSTONE (TO REMAIN)
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Drawn by
Checked by
31 MAY, 2024
MNG
MLF
AS SHOWN
No. Description Date
1349 ASHLEY RIVER RD.
CHARLESTON, SC 29407
843.733.3325 www.OSDLA.com
C 2022 COPYRIGHT Outdoor Spatial Design LLC.
Mulberry Street Cemetery
DD SUBMISSION1 11.18.22
DD SUBMISSION 22 02.09.23
DD SUBMISSION 33 03.28.23
50% CONSTR. DOCS4 09.29.23
50% CONSTR. DOCS5 01.26.24
95% CONSTR. DOCS6 02.09.24
100% CONSTR. DOCS7 03.08.24
100% CONSTR. DOCS8 04.09.24
CLIENT COMMENT9 06.05.24
DESIGN LANDSCAPE ARCHITECT
BID SET10 06.20.24
* NO SUBSURFACE UTILITIES HAVE BEEN SURVEYED
CONTRACTOR TO CALL 811
DITCH CENTERLINE
TOP OF STREAM BANK
CONSTRUCTION FENCING (SEE DETAIL 2, L1.2)
(ADJUST IN FIELD AS NEEDED TO AVOID ANY IMPACT TO GRAVE SITES)
DEMOLITION & SITE
PREPARATION PLAN
L1.1
CSX RAILROAD R.O.W
EXISTING GAZEBO
(SEE ARCHITECTURE PLANS)
EXISTING SANITARY SEWER (TYP.)
EXISTING OVERHEAD
POWER (TYP.)
6 6 6
EXISTING HORACE
KING BRIDGE
(CONNECTION TO
HORACE KING
BRIDGE TO BE
PROVIDED VIA "THE
THREAD" TO BE
COORDINATED
WITH OWNER AS A
SEPARATE
PROJECT.)
L.O.D.
L.O .D.
L.O.D.
L.O.D.
L.O.D.
L.O.D.
VEGETATION SHOWN HERE
TO BE SELECTIVELY CLEARED
ON SITE DURING
CONSTRUCTION. PLANTS TO
BE REMOVED SHALL BE CUT
TO THE STUMP & ROOTS LEFT
UNDISTURBED (WORK
INCLUDED IN STREAM
BUFFER VARIANCE).
VEGETATION SHOWN HERE
TO BE SELECTIVELY CLEARED
ON SITE DURING
CONSTRUCTION. PLANTS TO
BE REMOVED SHALL BE CUT
TO THE STUMP & ROOTS LEFT
UNDISTURBED (WORK
INCLUDED IN STREAM
BUFFER VARIANCE).
VEGETATION SHOWN HERE
TO BE SELECTIVELY CLEARED
ON SITE DURING
CONSTRUCTION. PLANTS TO
BE REMOVED SHALL BE CUT
TO THE STUMP & ROOTS LEFT
UNDISTURBED (WORK
INCLUDED IN STREAM
BUFFER VARIANCE).
L.O .D
L.O.D.
L.O.D.
EXISTING VEGETATION
BE = BOXELDER
CE = CEDAR
CH = CHERRY
EL = ELM
HK = HICKORY
O = OAK
PC = PECAN
UK =
UNKNOWN
HARDWOOD
CY = CYPRESS MLB = MULBERRY
DEMOLITION CODED NOTES:
TREE TYPE ABBREVIATION
AutoCAD SHX Text
PP
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
PP
AutoCAD SHX Text
LP
AutoCAD SHX Text
PP ABND
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
NOTES:
1. TREE PROTECTION FENCING SHALL NOT IMPACT EXISTING GRAVE SITES.
2. PROTECTIVE TREE BARRICADE TO BE PLACED A MINIMUM OF 10' FROM BASE OF TREE PLUS AN ADDITIONAL 1' FOR EACH ADDITIONAL 1" DBH GREATER THAN 10" DBH. IDEALLY FENCE TO BE LOCATED AT THE OUTER PERIMETER OF THE TREE CANOPY. IF NOT POSSIBLE, SEE LOCATIONS ON
SHEET L1.1.
3. ALL WORK DONE WITHIN PROTECTIVE BARRICADES IS TO BE DONE BY HAND ONLY.
4. ALL TREE PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO THE START OF LAND
DISTURBANCE AND MAINTAINED UNTIL FINAL LANDSCAPE IS INSTALLED. NO PARKING, STORAGE, OR OTHER CONSTRUCTION SITE ACTIVITIES ARE TO OCCUR WITHIN THE TREE PROTECTION AREA.
5. PROVIDE 3" DEEP WOOD CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE.
6. MAKE CLEAN CUTS ON ROOTS EXPOSED BY GRADING AND BACKFILL IMMEDIATELY.
7. ALL PRUNING OF PROTECTED TREES AND GRAND TREES SHALL BE DONE BY OR UNDER DIRECT
SUPERVISION OF AN ISA CERTIFIED ARBORIST.
SEE L1.1 FOR LOCATIONS
EXISTING TREE TO REMAIN
4' HIGH RAIL FENCE W/
2 X 4 POST & RAILS
ORANGE SURVEY TAPE
EXISTING GRADE
ROOT ZONE TO BE PROTECTED
TREE PROTECTION FENCING1
CLEARING AND DEMOLITION:
1. CONTRACTOR TO COORDINATE DEMOLITION SCHEDULE WITH THE CLIENT.
2. CONTRACTOR TO COORDINATE CONSTRUCTION LAY DOWN AREA AND CONSTRUCTION ACCESS WITH OWNER PRIOR TO
DEMOLITION.
3. CONTRACTOR TO COORDINATE PARK OPERATION SCHEDULE WITH OWNER DURING DEMOLITION AND CONSTRUCTION.
4. CONTRACTOR TO WALK SITE WITH LANDSCAPE ARCHITECT AND OWNER PRIOR TO DEMOLITION ACTIVITIES.
5. CONTRACTOR SHALL NOT DISTURB ANY GRAVE SITES DURING DEMOLITION OR CONSTRUCTION.
6. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE CAUSED TO EXISTING SITE ELEMENT(S) THAT WERE NOT NOTED TO BE DEMOLISHED. ALL REPAIRS SHALL RESTORE EACH DAMAGED ELEMENT TO ITS ORIGINAL CONDITION PRIOR TO
CONSTRUCTION AND WILL BE AT NO COST TO THE OWNER.
7. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY
FOLLOWING CONSTRUCTION.
8. THE TOP 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY OWNER. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON-SITE AS REQUIRED, PROVIDED THAT THE MATERIAL IS DEEMED SUITABLE FOR CONSTRUCTION BY THE OWNER'S SOIL TESTING COMPANY. EXCESS
MATERIAL IS TO BE STOCKPILED ON THE SITE AS DIRECTED BY THE OWNER.
9. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR PERFORMING DEMOLITION.
10. ALL CONSTRUCTION DEBRIS NOT SUITABLE FOR CONSTRUCTION AND OTHER WASTE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS OR AS DIRECTED BY THE OWNER OR
THE LANDSCAPE ARCHITECT.
11. ALL CONCRETE TO BE REMOVED SHALL BE CLEAN CUT AND STRAIGHT TO LIMITS INDICATED. ANY DAMAGE TO ADJACENT BUILDINGS, FOOTINGS, AND WALKS NOT TO BE DEMOLISHED, SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO
THE OWNER.
12. NO SUBSURFACE UTILITIES HAVE BEEN SURVEYED. CONTRACTOR TO CALL GEORGIA 811 TO VERIFY LOCATION OF ALL
SUBSURFACE UTILITIES PRIOR TO DEMOLITION AND CONSTRUCTION.
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31 MAY, 2024
MNG
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AS SHOWN
No. Description Date
1349 ASHLEY RIVER RD.
CHARLESTON, SC 29407
843.733.3325 www.OSDLA.com
C 2022 COPYRIGHT Outdoor Spatial Design LLC.
Mulberry Street Cemetery
DD SUBMISSION1 11.18.22
DD SUBMISSION 22 02.09.23
DD SUBMISSION 33 03.28.23
50% CONSTR. DOCS4 09.29.23
50% CONSTR. DOCS5 01.26.24
95% CONSTR. DOCS6 02.09.24
100% CONSTR. DOCS7 03.08.24
100% CONSTR. DOCS8 04.09.24
CLIENT COMMENT9 06.05.24
DESIGN LANDSCAPE ARCHITECT
BID SET10 06.20.24
DEMOLITION
NOTES & DETAILS
L1.2
CONSTRUCTION FENCING2
PLASTIC ORANGE MESH
FENCING OR APPROVED
EQUAL
ELEVATIONSEE NOTE No. 1
FOR SPACING
OF POSTS
2'X2' TREATED WOODEN
POST OR ENGINEERING
APPROVED METAL POSTS
SECTION
NOTES:
1. SPACE POSTS 6' ON CENTERS MAXIMUM.
2. FENCES TO BE PLACED AS SPECIFIED ON DEMOLITION AND SITE PREPARATION PLAN.
3. ALL WORK DONE WITHIN PROTECTIVE BARRICADES IS TO BE DONE BY HAND ONLY.
AutoCAD SHX Text
48"MIN
AutoCAD SHX Text 18"
48" MINIMUM
EXIST. CHAIN-LINK FENCE
EXIST. CHAIN-LINK FENCE
EXIST. E.O.G.
IPF
25' STATE WATERS BUFFER
DOUBLE YELLOW LINE
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25' STATE WATERS BUFFER
STREAM
CONC.
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
W
RESTED VEGETATION
TOP OF BANK
STREAM
TOP OF BANK
CEMETERY PROPERTY LINE
APPROX. L.L.L.
EDGE OF WATER
STORMWATER POND
W.SE.692.80
(AT TIME OF SURVEY)
CS
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R/ R
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CSX R/R RIGHT OF W
AY
RAILROAD
CSX R/R RIGHT OF WAY
CEMETERY PROPERTY LINE
R/W
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R/W
R/W
R/W R/W
RA
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WHITE LINE
EXIST. CURB EXIST. CURB
EXIST. CURB
R/W
R /W
STREAM
S T R E E T
APPROX. L.L.L.
SPACES
OVERALL
SITE PLAN
L2.0
PROPOSED CONDITIONS LEGEND:
PLANT BED ( SEE PLANTING PLAN)PB
BOARDWALK
(SEE ARCHITECTURE PLANS)
HORACE KING BRIDGE
PB
CRUSHED GRANITE PATH WITH BRICK EDGE
(DETAIL 1, L4.0)
CONCRETE SIDEWALK
(DETAIL 1, L4.2)
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Date
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31 MAY, 2024
MNG
MLF
AS SHOWN
No. Description Date
1349 ASHLEY RIVER RD.
CHARLESTON, SC 29407
843.733.3325 www.OSDLA.com
C 2022 COPYRIGHT Outdoor Spatial Design LLC.
Mulberry Street Cemetery
DD SUBMISSION1 11.18.22
DD SUBMISSION 22 02.09.23
DD SUBMISSION 33 03.28.23
50% CONSTR. DOCS4 09.29.23
50% CONSTR. DOCS5 01.26.24
95% CONSTR. DOCS6 02.09.24
100% CONSTR. DOCS7 03.08.24
100% CONSTR. DOCS8 04.09.24
CLIENT COMMENT9 06.05.24
DESIGN LANDSCAPE ARCHITECT
BID SET10 06.20.24
PB
PB
PB
PB
SEE
ARCHITECTURE
PLANS
CONCERNING
RENOVATION
OF EXISTING
GAZEBO
SPACES
SPACES 10
SPACES
PB
PB
RIPRAP TYP.
SEE CIVIL
PLANS.
RIPRAP TYP.
SEE CIVIL
PLANS.
STEPS TYP.
(DETAIL 3, L4.0)
(SEE CIVIL PLANS FOR GRADING, TREADS, & RISERS)
ASPHALT
PARKING LOT,
SEE CIVIL
PLANS.
CONCRETE BUS PARKING
(SEE CIVIL PLANS)
PB
ASPHALT
(SEE CIVIL PLANS)
DRAINAGE AND
PIPING,
SEE CIVIL
PLANS.
SUBSURFACE
PIPING
SEE CIVIL
PLANS.
0' 30' 60' 90' 150'
SCALE: 1" = 30' @ 22"X34" SHEET SIZE Project North
ENTRY
STRUCTURE, SEE
ARCHITECTURE
PLANS.
PB
PB PB
PB
PB
PB
PB
PB
PROPOSED
EXHIBIT,SEE
INTERPRETIVE
SIGNAGE
PLANS.
BRICK
(DETAIL 1, L4.1 or 3, L4.1)
PROPOSED
AMPHITHEATER,
SEE ARCHITECTURE
PLANS.
CSX RAILROAD R.O.W
BOARDWALK, SEE
ARCHITECTURE
PLANS.
CRUSHED
GRANITE PATH,
SEE LANDSCAPE
PLANS, L4.0
CONCRETE
BUS PARKING,
SEE CIVIL
PLANS.
CONCRETE
SIDEWALK, SEE
LANDSCAPE
PLANS, L4.2
BRICK & IRON
FENCE, SEE
ARCHITECTURE
PLANS.
BRICK & IRON
RETAINING
WALL, SEE
ARCHITECTURE
PLANS.
PROPOSED SIGN (GENERAL LOCATION)
(SEE INTERPRETIVE SIGNAGE PLANS)
PROPOSED SIGN (TYP.)
SEE INTERPRETIVE
SIGNAGE PLANS.
PROPOSED SIGN,
SEE
INTERPRETIVE
SIGNAGE PLANS.
BOARDWALK
TRANSITION, SEE
ARCHITECTURE
PLANS.
PROPOSED
MEADOW MIX
SEE PLANTING
PLAN, L6.0
BUFFER SEED MIX
(SEE PLANTING
PLAN, L6.0)
EXISTING TREE
EXISTING CONDITIONS LEGEND:
PROPERTY LINE
APPROXIMATE CANOPY
SURVEYED, SUBSURFACE GRAVE SITE LOCATION
(VERIFY IN FIELD)
AT-GRADE, VISIBLE GRAVE SITE
(VERIFY IN FIELD)
HEADSTONE (TO REMAIN)
DITCH CENTERLINE
TOP OF STREAM BANK
EXISTING VEGETATION
TREE TYPE ABBREVIATION. SEE L1.1 FOR
ABBREVIATION CHART
NOTES:
1. SEE CIVIL SITE PLAN FOR LAYOUT AND DIMENSIONING.
2. FOR ANY PROPOSED FEATURES WITH FOOTERS THAT FALL WITHIN A
TREE CANOPY, CONTRACTOR MUST AIR SPADE ROOTS AND FIELD-ADJUST
PROPOSED FEATURES AS TO NOT DISTURB LARGE ROOTS AND HEALTH OF
TREE (IE. BRICK STEPS, BOARDWALK POSTS, GRAVE MARKERS, ETC.).
3. ALL SURVEYED SUBSURFACE GRAVE SITE LOCATIONS
INDICATED BY THIS SYMBOL WILL HAVE A DESIGNATED, SPECIFIC
MARKER. SEE PAGES L5.0 - L5.1 FOR MORE DETAILS
4. ALL PROPOSED SIGNAGE INDICATED BY THIS SYMBOL
ARE SHOWN AS A GENERAL LOCATION. HW EXHIBITS TO DETERMINE
AND APPROVE EXACT PLACEMENT AND ORIENTATION ON SITE.
SEE HW EXHIBIT INTERPRETIVE SIGNAGE PLANS FOR MORE DETAILS.
RAISED BRICK &
CONCRETE
LANDING,
SEE LANDSCAPE
PLANS.
4" SCHEDULE 40 PVC CONDUIT INSTALLED SIDE BY
SIDE AT A MAX. OF 12" BELOW GRADE OR BELOW
WALL FOOTERS.
PVC CONDUIT
(TYP.) SEE
LEGEND.
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
EXIST. CHAIN-LINK FENCE
AutoCAD SHX Text
GATE
EXIST. CHAIN-LINK FENCE
EXIST. CHAIN-LINK FENCE
EXIST. CHAIN-LINK FENCE
IPF
25' STATE WATERS BUFFER
DOUBLE YELLOW LINE
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25' STATE WATERS BUFFER
TOP OF BANK
TOP OF BANK
TOP OF BANK
W
RESTED VEGETATION
TOP OF BANK
STREAM
TOP OF BANK
CEMETERY PROPERTY LINE
APPROX. L.L.L.
EDGE OF WATER
STORMWATER POND
W.SE.692.80
(AT TIME OF SURVEY)
CS
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R/ R
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CSX R/R RIGHT OF W
AY
RAILROAD
CS
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R/ R
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CSX R/R RIGHT OF WAY
CEMETERY PROPERTY LINE
R/W
CE
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D O U G L A S
R/W
R/W
R/W R/W
RA
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WHITE LINE
EXIST. CURB EXIST. CURB
EXIST. CURB
R/W
R /W
STREAM
S T R E E T
TILE PLAN
L3.0
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31 MAY, 2024
MNG
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AS SHOWN
No. Description Date
1349 ASHLEY RIVER RD.
CHARLESTON, SC 29407
843.733.3325 www.OSDLA.com
C 2022 COPYRIGHT Outdoor Spatial Design LLC.
Mulberry Street Cemetery
DD SUBMISSION1 11.18.22
DD SUBMISSION 22 02.09.23
DD SUBMISSION 33 03.28.23
50% CONSTR. DOCS4 09.29.23
50% CONSTR. DOCS5 01.26.24
95% CONSTR. DOCS6 02.09.24
100% CONSTR. DOCS7 03.08.24
100% CONSTR. DOCS8 04.09.24
CLIENT COMMENT9 06.05.24
DESIGN LANDSCAPE ARCHITECT
BID SET10 06.20.24
0' 30' 60' 90' 150'
SCALE: 1" = 30' @ 22"X34" SHEET SIZE Project North
A
MATCHLINE - SHEET L3.1
MATCHLINE - SHEET L3.3
SHEET L3.1
MATCHLINE - SHEET L3.3
MATCHLINE - SHEET L3.5
MATCHLINE - SHEET L3.4
MATCHLINE - SHEET L3.6
MATCHLINE - SHEET L3.2
MATCHLINE - SHEET L3.4
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B
SHEET L3.2
C
SHEET L3.3
D
SHEET L3.4
E
SHEET L3.5
F
SHEET L3.6
HORACE KING BRIDGE
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
MATCHLINE A - SHEET L3.1
MATCHLINE C - SHEET L3.3
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L3 .2
25' STATE WATERS BUFFER
EXIST. CHAIN-LINK FENCE
25' STATE WATERS BUFFER
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TOP OF BANK
TOP OF BANK
STREAM
TOP OF BANK
APPROX. L.L.L.
CS
X
R/ R
RI
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RAILROAD
CSX R/R RIGHT OF WAY
CEMETERY PROPERTY LINE
CE
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RT
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R/W R/W
RA
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EXIST. CURB
STREAM
CRUSHED GRANITE PATH
WITH BRICK EDGE
STEPS (TYP.)
(DETAIL 3, L4.0)
(SEE CIVIL PLANS FOR
GRADING, TREADS, &
RISERS)
0' 10' 20' 30' 50'
SCALE: 1" = 10' @ 22"X34" SHEET SIZE Project North
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Checked by
31 MAY, 2024
MNG
MLF
AS SHOWN
No. Description Date
1349 ASHLEY RIVER RD.
CHARLESTON, SC 29407
843.733.3325 www.OSDLA.com
C 2022 COPYRIGHT Outdoor Spatial Design LLC.
Mulberry Street Cemetery
DD SUBMISSION1 11.18.22
DD SUBMISSION 22 02.09.23
DD SUBMISSION 33 03.28.23
50% CONSTR. DOCS4 09.29.23
50% CONSTR. DOCS5 01.26.24
95% CONSTR. DOCS6 02.09.24
100% CONSTR. DOCS7 03.08.24
100% CONSTR. DOCS8 04.09.24
CLIENT COMMENT9 06.05.24
DESIGN LANDSCAPE ARCHITECT
BID SET10 06.20.24
TILE A
L3.1
PROPOSED CONDITIONS LEGEND:
CRUSHED GRANITE PATH WITH BRICK EDGE
(DETAIL 1, L4.0)EXISTING TREE
EXISTING CONDITIONS LEGEND:
APPROXIMATE CANOPY
AT-GRADE / VISIBLE GRAVE SITE
(VERIFY IN FIELD)
SURVEYED, SUBSURFACE GRAVE SITE LOCATION
(VERIFY IN FIELD)
EXISTING VEGETATION
CONCRETE SIDEWALK
(DETAIL 1, L4.2)
CONCRETE BUS PARKING
(SEE CIVIL PLANS)
CONCRETE BUS PARKING
(REFER TO CIVIL PLANS FOR
DETAILS & DIMENSIONS)
CONCRETE
SIDEWALK1
L4.2
CONCRETE CURB
(REFER TO CIVIL PLANS
FOR DETAILS)
L4.0
L4.0
STEPS (TYP.)
M U L B E R R Y S T R E E T M U L B E R R Y S T R E E T
EXISTING TREE (TYP.)
SUBSURFACE GRAVE
SITE LOCATION (TYP.)
APPROXIMATE CANOPY
(TYP.)
BRICK / IRON FENCE
BENCH PAD
BENCH
(CONTRACTOR TO
COORDINATE ALL BENCHES,
LIGHTING, AND TRASH CANS
WITH OWNER. SEE L6.1 FOR
SITE FURNISHINGS SCHEDULE)
L4.0
PROPOSED SIGN (GENERAL LOCATION)
(SEE INTERPRETIVE SIGNAGE PLANS)
PROPOSED SIGN,
SEE INTERPRETIVE
SIGNAGE PLANS.
A
SHEET L3.1
KEY MAP: NOTES:
1. SEE CIVIL SITE PLAN FOR LAYOUT AND DIMENSIONING.
2. FOR ANY PROPOSED FEATURES WITH FOOTERS THAT FALL WITHIN A
TREE CANOPY, CONTRACTOR MUST AIR SPADE ROOTS AND FIELD-ADJUST
PROPOSED FEATURES AS TO NOT DISTURB LARGE ROOTS AND HEALTH OF
TREE (IE. BRICK STEPS, BOARDWALK POSTS, GRAVE MARKERS, ETC.).
3. ALL SURVEYED SUBSURFACE GRAVE SITE LOCATIONS
INDICATED BY THIS SYMBOL WILL HAVE A DESIGNATED, SPECIFIC
MARKER. SEE PAGES L5.0 - L5.1 FOR MORE DETAILS
4. ALL PROPOSED SIGNAGE INDICATED BY THIS SYMBOL
ARE SHOWN AS A GENERAL LOCATION. HW EXHIBITS TO DETERMINE
AND APPROVE EXACT PLACEMENT AND ORIENTATION ON SITE.
SEE HW EXHIBIT INTERPRETIVE SIGNAGE PLANS FOR MORE DETAILS.
AT-GRADE / VISIBLE
GRAVE SITE LOCATION
(TYP.)
TREE TYPE ABBREVIATION. SEE L1.1 FOR
ABBREVIATION CHART
BRICK & IRON FENCE /
RETAINING WALL
(REFER TO
ARCHITECTURE PLANS
FOR DETAILS)
AutoCAD SHX Text S
AutoCAD SHX Text S
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MATCHLINE B - SHEET L3.2
MATCHLINE D - SHEET L3.4
25' STATE WATERS BUFFER
EXIST. CHAIN-LINK FENCE
25' STATE WATERS BUFFER
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TE
R
LI
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TOP OF BANK
TOP OF BANK
STREAM
TOP OF BANK
APPROX. L.L.L.
CS
X
R/ R
RI
G
HT
O
F W
AY
RAILROAD
CSX R/R RIGHT OF WAY
CEMETERY PROPERTY LINE
CE
M
ET
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PR
O
PE
RT
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R/W R/W
RA
IL
RO
AD
EXIST. CURB
STREAM
TR
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M U
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LA
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R A
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E, G
A
Scale
Date
Drawn by
Checked by
31 MAY, 2024
MNG
MLF
AS SHOWN
No. Description Date
1349 ASHLEY RIVER RD.
CHARLESTON, SC 29407
843.733.3325 www.OSDLA.com
C 2022 COPYRIGHT Outdoor Spatial Design LLC.
Mulberry Street Cemetery
DD SUBMISSION1 11.18.22
DD SUBMISSION 22 02.09.23
DD SUBMISSION 33 03.28.23
50% CONSTR. DOCS4 09.29.23
50% CONSTR. DOCS5 01.26.24
95% CONSTR. DOCS6 02.09.24
100% CONSTR. DOCS7 03.08.24
100% CONSTR. DOCS8 04.09.24
CLIENT COMMENT9 06.05.24
DESIGN LANDSCAPE ARCHITECT
BID SET10 06.20.24
TILE B
L3.2
0' 10' 20' 30' 50'
SCALE: 1" = 10' @ 22"X34" SHEET SIZE Project North
PROPOSED CONDITIONS LEGEND:
BOARDWALK
(SEE ARCHITECTURE PLANS)EXISTING TREE
EXISTING CONDITIONS LEGEND:
APPROXIMATE CANOPY
EXISTING VEGETATION
BRICK
(DETAIL 1, L4.1 or 3, L4.1)
CONCRETE SIDEWALK
(DETAIL 1, L4.2)
ASPHALT
(SEE CIVIL PLANS)
CRUSHED GRANITE PATH WITH BRICK EDGE
(DETAIL 1, L4.0)
CONCRETE BUS PARKING
(REFER TO CIVIL PLANS FOR
DETAILS & DIMENSIONS)
CONCRETE SIDEWALK 1
L4.2
CONCRETE CURB
(REFER TO CIVIL PLANS
FOR DETAILS)
CRUSHED GRANITE PATH
WITH BRICK EDGE
CONCRETE PAVING
(SEE CIVIL PLANS)
ASPHALT PAVING
(REFER TO CIVIL
PLANS FOR
DETAILS)
BRICK PAVING
CURB RAMP
(REFER TO
CIVIL
PLANS FOR
DETAILS)
CONCRETE
CURB
(REFER TO
CIVIL PLANS
FOR DETAILS)
ENTRY STRUCTURE
(REFER TO
ARCHITECTURE PLANS
FOR MORE
INFORMATION)
PAVING (BENEATH
ENTRY STRUCTURE)
L4.2
L4.0
L4.1
BRICK SIDEWALK
L4.1
BOLLARDS 2
L4.1
CURB (REFER TO
CIVIL PLANS FOR
DETAILS)
M U L B E R R Y S T R E E T
ADA
PARKING
SIGN
(REFER TO
CIVIL
PLANS FOR
DETAILS)
B
SHEET L3.2
KEY MAP:
BRICK & IRON FENCE
(REFER TO
ARCHITECTURE PLANS
FOR DETAILS)
SPACES
SPACES
SPACES 10
SPACES
NOTES:
1. SEE CIVIL SITE PLAN FOR LAYOUT AND DIMENSIONING.
2. FOR ANY PROPOSED FEATURES WITH FOOTERS THAT FALL WITHIN A
TREE CANOPY, CONTRACTOR MUST AIR SPADE ROOTS AND FIELD-ADJUST
PROPOSED FEATURES AS TO NOT DISTURB LARGE ROOTS AND HEALTH OF
TREE (IE. BRICK STEPS, BOARDWALK POSTS, GRAVE MARKERS, ETC.).
3. ALL SURVEYED SUBSURFACE GRAVE SITE LOCATIONS
INDICATED BY THIS SYMBOL WILL HAVE A DESIGNATED, SPECIFIC
MARKER. SEE PAGES L5.0 - L5.1 FOR MORE DETAILSAT-GRADE / VISIBLE GRAVE SITE
(VERIFY IN FIELD)
SURVEYED, SUBSURFACE GRAVE SITE LOCATION
(VERIFY IN FIELD)
TREE TYPE ABBREVIATION. SEE L1.1 FOR
ABBREVIATION CHART
ENTRANCE EXIT
EX
IS
TI
N
G V
EG
ET
AT
IO
N
EX
IS
TI
N
G F
EN
C
IN
G
AutoCAD SHX Text
EXIST. CURB
AutoCAD SHX Text S
MATCHLINE C - SHEET L3.3
MATCHLINE E - SHEET L3.5
M
AT
C H
LI
N
E C
SH
EE
T
L3 .3
M
AT
C H
LI
N
E D
SH
EE
T
L3 .4
25' STATE WATERS BUFFER
EXIST. CHAIN-LINK FENCE
25' STATE WATERS BUFFER
EX
IS
TI
N
G F
EN
C
E
12'
12'
12'
10' 18'
EX
IS
TI
NG
D
IT
CH
C
EN
TE
R
LI
NE
TOP OF BANK
TOP OF BANK
STREAM
TOP OF BANK
APPROX. L.L.L.
CS
X
R/ R
RI
G
HT
O
F W
AY
RAILROAD
CSX R/R RIGHT OF WAY
CEMETERY PROPERTY LINE
CE
M
ET
ER
Y
PR
O
PE
RT
Y
LI
NE
R/W R/W
RA
IL
RO
AD
EXIST. CURB
STREAM
TR
O
U P
C O
U N
TY
A
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H
IV
ES
TH
E
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IT
Y O
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LA
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G E, G
EO
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IA
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C
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ET
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Y
EN
H A
N C
EM
EN
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W
M U
LB
ER
R Y
ST
LA
G
R A
N G
E, G
A
Scale
Date
Drawn by
Checked by
31 MAY, 2024
MNG
MLF
AS SHOWN
No. Description Date
1349 ASHLEY RIVER RD.
CHARLESTON, SC 29407
843.733.3325 www.OSDLA.com
C 2022 COPYRIGHT Outdoor Spatial Design LLC.
Mulberry Street Cemetery
DD SUBMISSION1 11.18.22
DD SUBMISSION 22 02.09.23
DD SUBMISSION 33 03.28.23
50% CONSTR. DOCS4 09.29.23
50% CONSTR. DOCS5 01.26.24
95% CONSTR. DOCS6 02.09.24
100% CONSTR. DOCS7 03.08.24
100% CONSTR. DOCS8 04.09.24
CLIENT COMMENT9 06.05.24
DESIGN LANDSCAPE ARCHITECT
BID SET10 06.20.24
TILE C
L3.3
0' 10' 20' 30' 50'
SCALE: 1" = 10' @ 22"X34" SHEET SIZE Project North
PROPOSED CONDITIONS LEGEND:
BOARDWALK
(SEE ARCHITECTURE PLANS)
EXISTING TREE
EXISTING CONDITIONS LEGEND:
APPROXIMATE CANOPY
EXISTING VEGETATION
CRUSHED GRANITE PATH WITH BRICK EDGE
(DETAIL 1, L4.0)
STEPS TYP.
(DETAIL 3, L4.0)
(SEE CIVIL PLANS FOR
GRADING, TREADS, &
RISERS)
CRUSHED GRANITE
PATH WITH
BRICK EDGE1
L4.0
PROPOSED HORACE KING
MONUMENT KIOSK. SEE
INTERPRETIVE SIGNAGE
SET.
EXISTING HORACE
KING BRIDGE
VENEER BRICK
RETAINING WALL1
L4.3
RIPRAP TYP.
(SEE CIVIL PLANS FOR
ADDITIONAL
INFORMATION)
STEPS TYP. 3
L4.0
BRICK VENEER
RETAINING WALL 1
L4.3
L4.3
STREAM
STREAM
25' STATE WATERS BUFFER
25' STATE W
ATERS BUFFER
PROPOSED SIGN (GENERAL LOCATION)
(SEE INTERPRETIVE SIGNAGE PLANS)
EXISTING
HORACE KING
MEMORIAL
PROPOSED SIGN,
SEE INTERPRETIVE
SIGNAGE PLANS.
BOARDWALK
EDGE RESTRAINT
C
SHEET L3.3
KEY MAP:
AMPHITHEATER,
SEE ARCHITECTURE
PLANS.
NOTES:
1. SEE CIVIL SITE PLAN FOR LAYOUT AND DIMENSIONING.
2. FOR ANY PROPOSED FEATURES WITH FOOTERS THAT FALL WITHIN A
TREE CANOPY, CONTRACTOR MUST AIR SPADE ROOTS AND FIELD-ADJUST
PROPOSED FEATURES AS TO NOT DISTURB LARGE ROOTS AND HEALTH OF
TREE (IE. BRICK STEPS, BOARDWALK POSTS, GRAVE MARKERS, ETC.).
3. ALL SURVEYED SUBSURFACE GRAVE SITE LOCATIONS
INDICATED BY THIS SYMBOL WILL HAVE A DESIGNATED, SPECIFIC
MARKER. SEE PAGES L5.0 - L5.1 FOR MORE DETAILS
4. ALL PROPOSED SIGNAGE INDICATED BY THIS SYMBOL
ARE SHOWN AS A GENERAL LOCATION. HW EXHIBITS TO DETERMINE
AND APPROVE EXACT PLACEMENT AND ORIENTATION ON SITE.
SEE HW EXHIBIT INTERPRETIVE SIGNAGE PLANS FOR MORE DETAILS.
AT-GRADE / VISIBLE GRAVE SITE
(VERIFY IN FIELD)
SURVEYED, SUBSURFACE GRAVE SITE LOCATION
(VERIFY IN FIELD)
TREE TYPE ABBREVIATION. SEE L1.1 FOR
ABBREVIATION CHART
BRIDGE LANDING
PAVING 3
L4.3
VERNEER BRICK OF
EXISTING WALL2
L4.4
TRENCH DRAIN1
L4.4
AutoCAD SHX Text S
MATCHLINE B - SHEET L3.2
MATCHLINE D - SHEET L3.4
MATCHLINE C - SHEET L3.3
MATCHLINE E - SHEET L3.5
M
AT
C H
LI
N
E C
SH
EE
T
L3 .3
M
AT
C H
LI
N
E D
SH
EE
T
L3 .4
MATCHLINE D - SHEET L3.4
MATCHLINE F - SHEET L3.6
25' STATE WATERS BUFFER
EXIST. CHAIN-LINK FENCE
25' STATE WATERS BUFFER
EX
IS
TI
N
G F
EN
C
E
12'
12'
12'
10' 18'
EX
IS
TI
NG
D
IT
CH
C
EN
TE
R
LI
NE
TOP OF BANK
TOP OF BANK
STREAM
TOP OF BANK
APPROX. L.L.L.
CS
X
R/ R
RI
G
HT
O
F W
AY
RAILROAD
CSX R/R RIGHT OF WAY
CEMETERY PROPERTY LINE
CE
M
ET
ER
Y
PR
O
PE
RT
Y
LI
NE
R/W R/W
RA
IL
RO
AD
EXIST. CURB
STREAM
TR
O
U P
C O
U N
TY
A
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H
IV
ES
TH
E
C
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Y O
F
LA
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A N
G E, G
EO
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IA
M U
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ST
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EN
H A
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EM
EN
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W
M U
LB
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R Y
ST
LA
G
R A
N G
E, G
A
Scale
Date
Drawn by
Checked by
31 MAY, 2024
MNG
MLF
AS SHOWN
No. Description Date
1349 ASHLEY RIVER RD.
CHARLESTON, SC 29407
843.733.3325 www.OSDLA.com
C 2022 COPYRIGHT Outdoor Spatial Design LLC.
Mulberry Street Cemetery
DD SUBMISSION1 11.18.22
DD SUBMISSION 22 02.09.23
DD SUBMISSION 33 03.28.23
50% CONSTR. DOCS4 09.29.23
50% CONSTR. DOCS5 01.26.24
95% CONSTR. DOCS6 02.09.24
100% CONSTR. DOCS7 03.08.24
100% CONSTR. DOCS8 04.09.24
CLIENT COMMENT9 06.05.24
DESIGN LANDSCAPE ARCHITECT
BID SET10 06.20.24
TILE D
L3.4
0' 10' 20' 30' 50'
SCALE: 1" = 10' @ 22"X34" SHEET SIZE Project North
PROPOSED CONDITIONS LEGEND:
BOARDWALK
(SEE ARCHITECTURE PLANS)
EXISTING TREE
EXISTING CONDITIONS LEGEND:
APPROXIMATE CANOPY
EXISTING VEGETATION
HEADSTONE (TO REMAIN)
BRICK
(DETAIL 1, L4.1 or 3, L4.1)
ASPHALT
(SEE CIVIL PLANS)
CRUSHED GRANITE PATH WITH BRICK EDGE
(DETAIL 1, L4.0)
L4.3
BOARDWALK
TRANSITION. SEE
ARCHITECTURE
PLANS FOR MORE
INFORMATION.
CRUSHED GRANITE
PATH WITH BRICK EDGE
EXISTING FENCE
POST
L4.0
EX
IS
TI
N
G F
EN
C
E
EX
IS
TI
N
G F
EN
C
E
R
AI
LR
O
AD
SEE ARCHITECTURE
PLANS CONCERNING
RENOVATION OF
EXISTING GAZEBO
ENTRY STRUCTURE.
SEE ARCHITECTURE
PLANS FOR MORE
INFORMATION.
PAVING BENEATH
ENTRY STRUCTURE
L4.2
PROPOSED SIGN (GENERAL LOCATION)
(SEE INTERPRETIVE SIGNAGE PLANS)
PROPOSED SIGN,
SEE INTERPRETIVE
SIGNAGE PLANS.
BOARDWALK
EDGE RESTRAINT
KEY MAP:
D
SHEET L3.4
NOTES:
1. SEE CIVIL SITE PLAN FOR LAYOUT AND DIMENSIONING.
2. FOR ANY PROPOSED FEATURES WITH FOOTERS THAT FALL WITHIN A
TREE CANOPY, CONTRACTOR MUST AIR SPADE ROOTS AND FIELD-ADJUST
PROPOSED FEATURES AS TO NOT DISTURB LARGE ROOTS AND HEALTH OF
TREE (IE. BRICK STEPS, BOARDWALK POSTS, GRAVE MARKERS, ETC.).
3. ALL SURVEYED SUBSURFACE GRAVE SITE LOCATIONS
INDICATED BY THIS SYMBOL WILL HAVE A DESIGNATED, SPECIFIC
MARKER. SEE PAGES L5.0 - L5.1 FOR MORE DETAILS
4. ALL PROPOSED SIGNAGE INDICATED BY THIS SYMBOL
ARE SHOWN AS A GENERAL LOCATION. HW EXHIBITS TO DETERMINE
AND APPROVE EXACT PLACEMENT AND ORIENTATION ON SITE.
SEE HW EXHIBIT INTERPRETIVE SIGNAGE PLANS FOR MORE DETAILS.
AT-GRADE / VISIBLE GRAVE SITE
(VERIFY IN FIELD)
SURVEYED, SUBSURFACE GRAVE SITE LOCATION
(VERIFY IN FIELD)
TREE TYPE ABBREVIATION. SEE L1.1 FOR
ABBREVIATION CHART
EX
IS
TI
N
G V
EG
ET
AT
IO
N
AutoCAD SHX Text S
MATCHLINE E - SHEET L3.5
M
AT
C H
LI
N
E E
- S H
EE
T
L3 .5
M
AT
C H
LI
N
E F
- S H
EE
T
L3 .6
25' STATE WATERS BUFFER
EXIST. CHAIN-LINK FENCE
25' STATE WATERS BUFFER
EX
IS
TI
N
G F
EN
C
E
EX
IS
TI
NG
D
IT
CH
C
EN
TE
R
LI
NE
TOP OF BANK
TOP OF BANK
STREAM
TOP OF BANK
APPROX. L.L.L.
CS
X
R/ R
RI
G
HT
O
F W
AY
RAILROAD
CSX R/R RIGHT OF WAY
CEMETERY PROPERTY LINE
CE
M
ET
ER
Y
PR
O
PE
RT
Y
LI
NE
R/W R/W
RA
IL
RO
AD
EXIST. CURB
STREAM
TR
O
U P
C O
U N
TY
A
R C
H
IV
ES
TH
E
C
IT
Y O
F
LA
G R
A N
G E, G
EO
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IA
M U
LB
ER
R Y
ST
R
EE
T
C
EM
ET
ER
Y
EN
H A
N C
EM
EN
TS
W
M U
LB
ER
R Y
ST
LA
G
R A
N G
E, G
A
Scale
Date
Drawn by
Checked by
31 MAY, 2024
MNG
MLF
AS SHOWN
No. Description Date
1349 ASHLEY RIVER RD.
CHARLESTON, SC 29407
843.733.3325 www.OSDLA.com
C 2022 COPYRIGHT Outdoor Spatial Design LLC.
Mulberry Street Cemetery
DD SUBMISSION1 11.18.22
DD SUBMISSION 22 02.09.23
DD SUBMISSION 33 03.28.23
50% CONSTR. DOCS4 09.29.23
50% CONSTR. DOCS5 01.26.24
95% CONSTR. DOCS6 02.09.24
100% CONSTR. DOCS7 03.08.24
100% CONSTR. DOCS8 04.09.24
CLIENT COMMENT9 06.05.24
DESIGN LANDSCAPE ARCHITECT
BID SET10 06.20.24
TILE E
L3.5
0' 10' 20' 30' 50'
SCALE: 1" = 10' @ 22"X34" SHEET SIZE Project North
PROPOSED CONDITIONS LEGEND:
EXISTING TREE
EXISTING CONDITIONS LEGEND:
APPROXIMATE CANOPY
EXISTING VEGETATION
CRUSHED GRANITE PATH WITH BRICK EDGE
(DETAIL 1 L4.0)
STEPS (TYP.)
(DETAIL 3 L4.0)
(SEE CIVIL PLANS FOR
GRADING, TREADS, &
RISERS)
BENCH PAD
L4.0
CRUSHED GRANITE
PA…
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