Sarasota Expansion Design Sh 001-011.pdf
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- Solicitation number
- 36C78622B0025
About this file
This document outlines a federal contract opportunity for expansion design services at the Sarasota National Cemetery. The solicitation number is 36C78622B0025 and seeks expansion design services for Sarasota National Cemetery gravesites. The opportunity was issued by the Department of Veterans Affairs National Cemetery Administration. Responses are due by January 15, 2023, and the contract is expected to be awarded by March 1, 2023. The selected contractor will be required to provide design and engineering services to expand the capacity of the Sarasota National Cemetery and accommodate additional gravesites. Pricing will be fixed-price and the contract has a one-year period of performance. This is an opportunity reserved for verified service-disabled veteran-owned small businesses.
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Sarasota National Cemetery Sarasota, Florida
GRAVESITE EXPANSION
Project Number: 931-003, -004, -006
VICINITY MAP CONSULTANTS
PRIME CONSULTANT, CEMETERY DESIGNER, LANDSCAPE
ARCHITECT, ARCHITECT:
WALKER FEDERAL SERVICES
7820B-162 WORMANS MILL ROAD
FREDERICK, MARYLAND 21701
CIVIL, ELECTRICAL ENGINEER
MKEC ENGINEERING, INC.
411 NORTH WEBB ROAD
WICHITA, KANSAS 67206
IRRIGATION DESIGN CONSULTANT
HYDRO DESIGNS, INC.
3 COLLEGE AVENUE
SUITE 8
FREDERICK, MARYLAND 21701
STRUCTURAL ENGINEER
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD., SUITE 19
MANDEVILLE, LOUISIANA 70471
GEOTECHNICAL ENGINEER
GATOR ENGINEERING & AQUIFER RESTORATION,
INC.
1928 BOOTHE CIRCLE
LONGWOOD, FL 32750
ECS FLORIDA, LLC.
4524 NORTH 86TH STREET
TAMPA, FLORIDA 33610
CONSTRUCTABILITY REVIEW, COST ESTIMATOR
R&R CONSTRUCTION SERVICES, INC.
2403 HELEN STREET
MCKEES ROCKS, PENNSYLVANIA 15136
SURVEYOR
SURVTECH SOLUTIONS, INC.
10220 US HIGHWAY 92 EAST
TAMPA, FLORIDA 33610
SOUTHEASTERN SURVEYING AND MAPPING CORP.
10770-C300 NORTH 46TH STREET
TAMPA, FLORIDA 33617
COVER SHEET
GI-101
PROJECT SITE
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
GRAVESITE EXPANSION
SARASOTA NATIONAL CEMETERY
931-003, -004, -006
BJ, GM BJ, TW
October 14, 2021
100% Construction Documents - Issued for Construction
SECTION TYPE SIZE QUANTITY
EARLY TURNOVER
21 IGC 4'x4' 852 A NICHE 1'-0"x1'-41
2" 1600 B NICHE 1'-0"x1'-41
2" 1600 G NICHE 1'-0"x1'-41
2" 800
SUBTOTAL 4852
GENERAL
20 IGC 4'x4' 1605 22 IGC 4'x4' 1015 23 IGC 4'x4' 1085 24 IGC 4'x4' 1187 25 IGC 4'x4' 780 26 IGC 4'x4' 876 27 IGC 4'x4' 606 28 IGC 4'x4' 1060 30 TB 6'x10' 316 E NICHE 1'-0"x1'-41
2" 1600 F NICHE 1'-0"x1'-41
2" 1600 H NICHE 1'-0"x1'-41
2" 800
SUBTOTAL 12,530
TOTAL INTERMENTS 17,382
INTERMENT SUMMARY
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CONSULTANTS
TABLE OF CONTENTS
GI-102
2Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
GRAVESITE EXPANSION
SARASOTA NATIONAL CEMETERY
931-003, -004, -006
BJ, GM BJ, TW
October 14, 2021
100% Construction Documents - Issued for Construction
# Sheet TITLE
1 GI-101 COVER SHEET
2 GI-102 TABLE OF CONTENTS
3 GI-103 CONSTRUCTION SEQUENCE & PHASING PLAN
4 VF-101 EXISTING CONDITIONS SURVEY 1 - KEY
5 VF-102 EXISTING CONDITIONS SURVEY 1 - OVERALL PLAN
6 VF-111 EXISTING CONDITIONS SURVEY 1 - NW SECTION
7 VF-112 EXISTING CONDITIONS SURVEY 1 - NE SECTION
8 VF-113 EXISTING CONDITIONS SURVEY 1 - CENTRAL EAST SECTION
9 VF-114 EXISTING CONDITIONS SURVEY 1 - CENTRAL WEST SECTION
10 VF-115 EXISTING CONDITIONS SURVEY 1 - SW SECTION
11 VF-116 EXISTING CONDITIONS SURVEY 1 - SE SECTION
12 VF-201 EXISTING CONDITIONS SURVEY 2 - KEY
13 VF-202 EXISTING CONDITIONS SURVEY 2 - CONSTRUCTION ENTRANCE AREA
14 VF-203 EXISTING CONDITIONS SURVEY 2 - MAINTENANCE YARD AREA
15 VF-204 EXISTING CONDITIONS SURVEY 2 - EAST PROPERTY LINE AREA
16 VF-205 EXISTING CONDITIONS SURVEY 2 - FILL STOCKPILE AREA
17 VF-206 EXISTING CONDITIONS SURVEY 2 - FILL STOCKPILE AREA
18 VF-207 EXISTING CONDITIONS SURVEY 2 - LAKE BORROW AREA
19 VF-208 EXISTING CONDITIONS SURVEY 2 - COLUMBARIUM AREA
19A VF-209 EXISTING CONDITIONS SURVEY 2 - TEMPORARY CSS-T AREA
19B VF-210 EXISTING CONDITIONS SURVEY 2 - TEMPORARY CSS-T AREA
20 CD-101 DEMOLITION PLAN
21 CE-101 EROSION CONTROL PLAN 1
22 CE-102 EROSION CONTROL PLAN 2
23 CE-103 EROSION CONTROL PLAN 3
24 CE-201 EROSION CONTROL DETAILS
25 CG-101 GRADING PLAN - KEY
26 CG-111 GRADING PLAN 1 - SECTIONS 20, 22, 24 & CSS AREA
27 CG-112 GRADING PLAN 2 - SECTIONS 21, 23 & COLUMBARIUM AREA
28 CG-113 GRADING PLAN 3 - SECTIONS 25, 26, 27, 28, 30
29 CG-114 GRADING PLAN 4 - HAUL ROAD SOUTH
30 CG-115 GRADING PLAN 5 - STOCKPILE BORROW
31 CG-116 GRADING PLAN 6 - HAUL ROAD SOUTH
32 CG-117 GRADING PLAN 7 - POND EXPANSION
33 CG-118 GRADING PLAN 8 - COLUMBARIUM AREA 1
34 CG-119 GRADING PLAN 9 - COLUMBARIUM AREA 2
35 CJ-101 ROADWAY PAVEMENT LAYOUT PLAN
36 CJ-111 PLAN & PROFILE - NAVY LOOP
37 CJ-112 PLAN & PROFILE - NAVY LOOP
38 CJ-113 PLAN & PROFILE - SPACE FORCE WAY
39 CJ-114 PLAN & PROFILE - SPACE FORCE WAY
40 CJ-115 PLAN & PROFILE - SHELTER C ROAD
41 CJ-116 PLAN & PROFILE - SHELTER C ROAD
42 CJ-117 PLAN & PROFILE - HONOR GUARD ROAD
43 CJ-201 CONSTRUCTION DETAILS - NAVY LOOP PAVING SECTIONS
44 CJ-202 CONSTRUCTION DETAILS - SPACE FORCE WAY PAVING SECTIONS
45 CJ-203 CONSTRUCTION DETAILS - SHELTER C ROAD PAVING SECTIONS
46 CJ-204 CONSTRUCTION DETAILS - MISC PAVING
47 CJ-301 STRIPING ENLARGEMENT - SPACE FORCE WAY
48 CJ-302 STRIPING ENLARGEMENT - SHELTER C ROAD PARKING
49 CS-101 STORMWATER PLAN & PROFILE SWS LINE 1
50 CS-102 STORMWATER PLAN & PROFILE SWS LINE 1 (CONTINUED)
51 CS-103 STORMWATER PLAN & PROFILE - SWS LINE 2 & 3
52 CS-104 STORMWATER PLAN & PROFILE - SWS LINE 4
53 CS-105 STORMWATER PLAN & PROFILE - SWS LINE 5
54 CS-106 COLUMBARIUM PLAZA UNDERDRAIN LAYOUT 1
55 CS-107 COLUMBARIUM PLAZA UNDERDRAIN LAYOUT 2
56 CS-201 CONSTRUCTION DETAILS - STORM SEWER FRAMES & GRATES
57 CS-202 CONSTRUCTION DETAILS - CATCH BASINS & CLEANOUTS
57A CS-301 TEMPORARY COMMITTAL SERVICE SHELTER
58 LS-101 SITE DEVELOPMENT PLAN - POND 1D
59 LS-102 SITE DEVELOPMENT PLAN - SECTIONS 26, 28, 30
60 LS-103 SITE DEVELOPMENT PLAN - SECTIONS 20, 22, 24
61 LS-104 SITE DEVELOPMENT PLAN - NAVY LOOP TERMINUS
62 LS-105 SITE DEVELOPMENT PLAN - SECTIONS 25, 27
63 LS-106 SITE DEVELOPMENT PLAN - SECTIONS 21, 23
64 LS-201 SIGNAGE PLAN
65 LS-301 CONSTRUCTION DETAILS - SITE MOBILIZATION
66 LS-302 CONSTRUCTION DETAILS - PRODUCT SCHEDULE, PEDESTRIAN PAVING
& MARKERS
67 LS-303 CONSTRUCTION DETAILS - SITE FURNISHINGS
68 LS-304 CONSTRUCTION DETAILS - SITE SIGNAGE
69 LS-305 CONSTRUCTION DETAILS - SITE SIGNAGE GRAPHICS
70 LS-401 GRAVESITE NUMBERING PLAN - KEY PLAN
71 LS-411 GRAVESITE NUMBER PLAN - SECTION 20
72 LS-412 GRAVESITE NUMBER PLAN - SECTIONS 22, 24
73 LS-413 GRAVESITE NUMBER PLAN - SECTIONS 26, 28
74 LS-414 GRAVESITE NUMBER PLAN - SECTION 30
75 LS-415 GRAVESITE NUMBER PLAN - SECTIONS 21, 23
76 LS-416 GRAVESITE NUMBER PLAN - SECTION 25, 27
77 LP-101 PLANTING PLAN - POND 1D
78 LP-102 PLANTING PLAN - SECTIONS 26, 28, 30
79 LP-103 PLANTING PLAN - SECTIONS 20, 22, 24
80 LP-104 PLANTING PLAN - NAVY LOOP TERMINUS
81 LP-105 PLANTING PLAN - SECTIONS 25, 27
82 LP-106 PLANTING PLAN - SECTIONS 21, 23
83 LP-107 PLANTING PLAN - COLUMBARIA
84 LP-108 PLANTING PLAN - LAKE EXPANSION HAUL ROUTE
85 LP-109 PLANTING PLAN - SOIL STOCKPILE - WEST
86 LP-110 PLANTING PLAN - SOIL STOCKPILE - EAST
87 LP-111 PLANTING PLAN - LAKE EXPANSION HAUL ROUTE
88 LP-112 PLANTING PLAN - LAKE EXPANSION - NORTHWEST
89 LP-113 PLANTING PLAN - LAKE EXPANSION - NORTHEAST
90 LP-114 PLANTING PLAN - LAKE EXPANSION HAUL ROUTE
91 LP-115 PLANTING PLAN - LAKE EXPANSION - SOUTHWEST
92 LP-116 PLANTING PLAN - LAKE EXPANSION - SOUTHEAST
93 LP-201 PLANT SCHEDULE
94 LP-202 PLANTING DETAILS
95 LI-001 IRRIGATION NOTES
96 LI-101 IRRIGATION PLAN - COLUMBARIA & SECTION 21
97 LI-102 IRRIGATION PLAN - SECTIONS 20 & 23
98 LI-103 IRRIGATION PLAN - CSS C, SECTIONS 22 & 24
99 LI-104 IRRIGATION PLAN - SECTIONS 26, 28 & 30
100 LI-105 IRRIGATION PLAN - SECTIONS 25 & 27
101 LI-111 IRRIGATION REPAIR SITE PLAN - MAIN ENTRANCE AREA
102 LI-112 IRRIGATION REPAIR SITE PLAN - ADMINISTRATION BUILDING AREA
103 LI-113 IRRIGATION REPAIR SITE PLAN - MAINTENANCE GATE AREA
104 LI-114 IRRIGATION REPAIR SITE PLAN - SECTIONS 1-10, 12, 16
105 LI-115 IRRIGATION REPAIR SITE PLAN - COLUMBARIUM AREA
106 LI-116 IRRIGATION REPAIR SITE PLAN - MAINTENANCE YARD AREA
107 LI-117 IRRIGATION REPAIR SITE PLAN - SECTIONS 16-19
108 LI-121 IRRIGATION CONTROLLER REPLACEMENT SITE PLANS
109 LI-401 IRRIGATION DEMOLITION PLAN
110 LI-501 IRRIGATION DETAILS
111 LI-502 IRRIGATION DETAILS
112 LI-503 IRRIGATION DETAILS
113 A-101 COMMITTAL SHELTER FLOOR & REFLECTED CEILING PLAN
114 A-102 COMMITTAL SHELTER ROOF PLAN, FURNITURE & EQUIPMENT PLAN
115 A-111 COMMITTAL SHELTER ELEVATIONS
116 A-121 COMMITTAL SHELTER BUILDING SECTIONS
117 A-122 COMMITTAL SHELTER BUILDING SECTIONS
118 A-123 COMMITTAL SHELTER C STANDING SEAM METAL ROOF TYPICAL
DETAILS
119 A-200 COLUMBARIUM SITE PLAN
120 A-201 COLUMBARIUM ELEVATIONS - PLAZA A
121 A-202 COLUMBARIUM ELEVATIONS - PLAZA B
122 A-203 COLUMBARIUM ELEVATIONS - PLAZA E
123 A-204 COLUMBARIUM ELEVATIONS - PLAZA F
124 A-205 COLUMBARIUM ELEVATIONS - PLAZA G
125 A-206 COLUMBARIUM ELEVATIONS - PLAZA H
126 A-211 COLUMBARIUM DETAILS - TYPICAL ELEVATIONS & PLAN
127 A-212 COLUMBARIUM DETAILS - TYPICAL SECTIONS & ENLARGEMENTS
128 A-213 COLUMBARIUM DETAILS - TYPICAL PRECAST UNITS
129 A-214 COLUMBARIUM DETAILS - TYPICAL CAP UNITS
130 A-215 COLUMBARIUM PLANTER DETAILS
131 A-301 EXISTING COLUMBARIUM REFURBISHMENT
132 A-302 EXISTING COLUMBARIUM REFURBISHMENT
133 ES-101 SITE ELECTRICAL NOTES
134 ES-102 SITE AND POWER PLAN - NORTH
135 ES-103 SITE AND POWER PLAN - SOUTH
136 ES-104 ENLARGED POWER & LIGHTING PLAN - COMMITTAL SHELTER
137 ES-105 ENLARGED LIGHTNING PROTECTION PLANS
138 ES-106 UTILITY BUILDING MODIFICATIONS
139 ES-107 ELECTRICAL ONE-LINE DIAGRAM
140 ES-201 ELECTRICAL DETAILS & SCHEDULES
140A ES-301 ELECTRICAL SITE PLAN - COMMITTAL SHELTERS A, B, T
140B ES-302 ELECTRICAL DETAILS - COMMITTAL SHELTER A
140C ES-303 ELECTRICAL DETAILS - COMMITTAL SHELTER B
140D ES-304 ELECTRICAL DETAILS - COMMITTAL SHELTER T
140E ES-305 ELECTRICAL DETAILS - COMMITTAL SHELTER T
141 S-001 STRUCTURAL NOTES
142 S-101 COMMITTAL SHELTER FOUNDATION & ROOF FRAMING PLAN
143 S-201 COMMITTAL SHELTER SECTIONS AND DETAILS
144 S-301 COLUMBARIUM FOUNDATION
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PRIME CONSULTANT
X
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X X
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8 7 6
5 4 3
PB
P
B
1 2
M
CF
COMMITTAL SERVICE SHELTER T;
REFER TO CS-301
SITE BENCHMARK
1. SOUTHEASTERN SURVEY; VF-101
2. SURVTECH SOLUTIONS, INC.; VF-201
SITE BENCHMARK
1. SOUTHEASTERN SURVEY; VF-101
2. SURVTECH SOLUTIONS, INC.; VF-201
SITE BENCHMARK
SURVTECH SOLUTIONS, INC.; VF-201
SITE BENCHMARK
SURVTECH SOLUTIONS,
INC.; VF-201
SITE BENCHMARK
SURVTECH SOLUTIONS, INC.;
VF-201
WETLAND 5B
SUGGESTED
DEWATERING AREA
EXISTING SOIL STOCKPILE;
PRIMARY BORROW SOURCE
EXISTING LAKE
EXISTING POND
LS-301
SC.1 CONSTRUCTION SIGN
SITE BENCHMARK
SURVTECH SOLUTIONS, INC.; VF-201
WETLAND 8
WETLAND 7
WETLAND 12
WETLAND 5A
LAKE EXPANSION;
SECONDARY BORROW SOURCE
EXISTING COMMITTAL SERVICE
SHELTER A; COORDINATE &
SCHEDULE ADJACENT WORK W/ COR
MIN. 10 CALENDAR DAYS PRIOR TO
PROPOSED WORK
EXISTING COLUMBARIA
C & D
PROPOSED COLUMBARIA
E, F, H
PROPOSED COLUMBARIA
A, B, G
COLUMBARIUM
WORK AREA 2COLUMBARIUM
WORK AREA 1
PROPOSED LAKE LIMITS
EXISTING LAKE LIMITS
WETLAND 1
WETLAND 2A
WETLAND 10
WETLAND 11
WETLAND 14
EXISTING MAINTENANCE
COMPLEX
EXISTING COMMITTAL
SERVICE SHELTER B
PROPERTY LINE
CONTRACTOR'S TRAILER, PARKING,
LAYDOWN, STORAGE
WETLAND 6
IGC INTERMENT SECTION
(TYP.)
TRADITIONAL BURY SECTION
NOTE: AT TIME OF BID, GOVERNMENT
MAY WISH TO SWITCH TB SECTION W/
SELECT IGC SECTION(S) W/ NO CHANGE
IN GRADING OR IRRIGATION; REFER TO
BID DOCUMENTS FOR SPECIFICS
PROPOSED COMMITTAL SERVICE
SHELTER C
EXISTING PUBLIC INFORMATION
CENTER (PIC) & ADMINISTRATION
BUILDING
WETLAND 2B
SITE BENCHMARK
1. SOUTHEASTERN SURVEY; VF-101
2. SURVTECH SOLUTIONS, INC.; VF-201
LS-301
SC.2 SAFETY SIGN
STATE ROAD 72
NAVY LOOP
AI
R
FO
RC
E W
AY
SH
EL
TE
R
C
RO
AD
CO
U
N
TY
-O W
N
ED
R O
AD
MAINTENANCE GATE; ACCESS TO
COMMITTAL SERVICE SHELTER "T" ONLY
MAIN GATE
SOIL BORING LOCATION;
REFER TO 2018 GEOTECH REPORT
LIMITS OF WORK
# SECTION NUMBER
EXISTING WETLAND PER USACE
PERMIT SAJ-2007-01473
LOW
SOIL BORING LOCATION
REFER TO 2021 GEOTECH REPORT
MONITORING WELL;
REFER TO 2021 GEOTECH REPORTM
SURVEY BENCHMARK
CF 4
LS-301
CONSTRUCTION FENCE
LS-301
PRIVACY FENCE
CONSTRUCTION ACCESS/HAUL
ROUTE
WETLAND BUFFER ZONE
EARLY TURNOVER AREA
FEMA FLOODPLAIN
1. CONSTRUCTION AND PRIVACY FENCES AS IDENTIFIED ABOVE
CONSTITUTE LIMITS OF WORK.
CONSTRUCTION SEQUENCE &
PHASING PLAN
GI-103
0 100 200 400 600
LEGEND
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
GRAVESITE EXPANSION
SARASOTA NATIONAL CEMETERY
931-003, -004, -006
BJ, GM BJ, TW
October 14, 2021
100% Construction Documents - Issued for Construction
NOTES
1. PROVIDE A CONSTRUCTION TRAFFIC CONTROL PLAN IN
ACCORDANCE WITH USE OF ROADWAYS, 01 00 02 FOR COR'S
REVIEW NOT LESS THAN 10 CALENDAR DAYS PRIOR TO WORK.
COR'S APPROVAL IS REQUIRED PRIOR TO COMMENCING
AFFECTED WORK.
2. CLEAN ROADS USED BY CONTRACTOR'S FORCES DAILY AND AS
DIRECTED BY COR. PREVENT TRACKING OF SEDIMENTS OR
OTHER SUBSTANCES. EMPLOY STREET SWEEPING, WASH RACKS,
AND OTHER MEASURES AS NECESSARY. REMOVE DEBRIS AS IT
OCCURS.
3. PROVIDE FLAGGERS WHEN CROSSING, ENTERING, AND
WORKING IN AND ADJACENT TO PUBLIC AND CEMETERY ROADS.
MAINTAIN AT LEAST ONE OPEN LANE AT ALL TIMES, UNLESS
SPECIFICALLY APPROVED IN WRITING BY COR. PROVIDE
ADEQUATE TRAFFIC CONTROL MEASURES TO SAFELY WARN
AND ROUTE TRAFFIC, AND AS DIRECTED BY COR. THIS MAY
INCLUDE BARRICADES, SIGNAGE, ETC., AS WELL AS LIGHTS AND
FLAGGERS DURING CEMETERY HOURS OF OPERATION.
4. PROVIDE 36" x 36" TRUCKS ENTERING HIGHWAY SIGNS ON BOTH
SIDES OF STATE ROAD 72 300' FROM ACCESS POINT(S), UNLESS
OTHERWISE REQUIRED.
5. ALL TRAFFIC AND PEDESTRIAN CONTROL DEVICES SHALL
CONFORM TO THE LATEST EDITION OF THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES AND THOSE OF FLORIDA
DEPARTMENT OF TRANSPORTATION'S TRAFFIC ENGINEERING
AND OPERATIONS OFFICE.
6. ENSURE THAT NOISE FROM OPERATIONS DOES NOT INTERFERE
WITH FUNERAL SERVICES AND PROCESSIONS.
MAINTENANCE OF TRAFFIC
GENERAL NOTES
1. EARLY TURNOVER OF SELECT AREAS PER 01 00 02 CONSTITUTES THE
FIRST PHASE OF CONSTRUCTION. REMAINING NEW WORK
CONSTITUTES THE SECOND PHASE OF CONSTRUCTION.
2. THE FOLLOWING SHALL OCCUR PRIOR TO COMMENCEMENT OF WORK:
a. PROVIDE A DETAILED PLAN & PROJECT SCHEDULE FOR COR'S REVIEW
PER 01 32 16.13. COORDINATE ALL ACTIVITIES WITH APPROPRIATE
AGENCIES HAVING JURISDICTION. SCHEDULE IS SUBJECT TO
APPROVAL BY THE COR. NO WORK SHALL COMMENCE UNTIL
APPROVAL IS ISSUED.
b. LOCATE ALL UTILITIES & PROTECT FROM DAMAGE, INCLUDING
UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT. DO NOT
BEGIN EXCAVATION IN AREA OF UTILITIES UNTIL ALL SUCH UTILITIES
HAVE BEEN LOCATED AND IDENTIFIED. PROCEED WITH EXTREME
CARE TO AVOID ANY POSSIBILITY OF DAMAGE.
c. CONTACT SUNSHINE 811 TO LOCATE & IDENTIFY UTILITIES WITHIN &
ADJOINING WORK AREA. ADHERE TO ALL REQUIREMENTS. COMPLY
WITH UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY
ACT.
d. RETAIN A PRIVATE UNDERGROUND LOCATOR TO IDENTIFY & MARK
UTILITIES NOT MARKED ABOVE & ALL EXISTING IMPROVEMENTS
BELOW GRADE WITHIN & ADJOINING WORK AREA. WALK EACH
WORK AREA WITH COR AND ADJUST NEW WORK TO AVOID
CONFLICTS, DAMAGE, OR INTERRUPTIONS OF UTILITIES & CEMETERY
OPERATIONS, AS DIRECTED BY COR.
e. DOCUMENT FUNCTIONALITY OF EXISTING IRRIGATION SYSTEM IN
VICINITY OF WORK AREA. REPAIR TO FULL FUNCTION ALL
UNDOCUMENTED COMPONENTS, AS WELL AS FUNCTIONAL
COMPONENTS DAMAGED DURING WORK, IMMEDIATELY UPON
DETECTION OF DAMAGE AT NO COST TO GOVERNMENT.
f. SUBMIT A DETAILED PLAN TO ACCOMPLISH EXISTING COLUMBARIA
CAP REPLACEMENT & OTHER REPAIRS; OBTAIN COR'S APPROVAL NO
LESS 90 DAYS PRIOR TO START OF WORK. REFER TO COLUMBARIUM
SEQUENCING NARRATIVE, A-200, FOR SPECIFIC REQUIREMENTS.
g. APPLY FOR AND OBTAIN ALL NECESSARY PERMITS & LICENSES.
COMPLY WITH ALL FEDERAL, STATE, AND LOCAL ORDINANCES, LAWS,
OR REGULATIONS APPLICABLE TO PERFORM THE WORK.
· SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
INSTRUCTED TEAM IT WOULD EVALUATE NEED TO REVIEW
CONSTRUCTION PLANS BEFORE DETERMINING WHAT OLD PERMITS
COULD BE UPDATED, NEW PERMITS REQUIRED, NAME OF
CONTACT(S), FEES, & REQUIRED INFORMATION. THE MEETING
WAS ATTENDED BY DISTRICT'S DAVID KRAMER AND STEVE LOPES.
· PREPARE & OBTAIN SWPPP/NOI PERMIT WITH NPDES
STORMWATER PROGRAM, FLORIDA DEPARTMENT OF
ENVIRONMENTAL PROTECTION, 866-336-6312. CONFIRM ALL
APPLICABLE LOCAL, STATE, AND REGULATORY AGENCY PERMITS
ARE ACQUIRED PRIOR TO CONSTRUCTION. ENSURE COMPLIANCE
WITH ALL APPLICABLE PERMITS THROUGHOUT CONSTRUCTION.
4. INSTALL TEMPORARY CONSTRUCTION FENCING & SIGNAGE AND TREE
PROTECTION MEASURES.
5. INSTALL EROSION & SEDIMENT CONTROLS WHERE WORK WILL BE
PERFORMED. INSTALL IMMEDIATELY PRIOR TO START OF WORK IN
ACCORDANCE APPROVED EROSION & SEDIMENT CONTROL PLAN.
MAINTAIN ALL MEASURES DAILY THROUGHOUT CONSTRUCTION UNTIL
PROJECT IS ACCEPTED.
6. INSTALL HAUL ROADS AND STAGING/LAYDOWN. SUBMIT REQUEST FOR
LIMITED USE OF OTHER AREAS AS SECONDARY STAGING, IF DESIRED.
USE OF SECONDARY STAGING IS AT COR'S DISCRETION.
7. COMPLETE DEMOLITION FOR AREAS WHERE WORK WILL BE
PERFORMED.
8. COMPLETE WORK IN EACH OF THE FOLLOWING AREAS PRIOR TO
COMMENCING WITH SUBSEQUENT AREAS. LIST IS NOT INTENDED TO BE
ALL-INCLUSIVE. COR WILL CONSIDER REQUESTS TO ALTER LIST NOT LESS
THAN 30 DAYS IN ADVANCE OF AFFECTED ITEMS:
a. CONSTRUCTION ACCESS ROAD, CONSTRUCTION FENCING & GATES
STAGING & LAYDOWN, BMP'S, CONSTRUCTION SIGNAGE.
b. EARLY TURNOVER: TEMPORARY COMMITTAL SERVICE SHELTER T.
c. EARLY TURNOVER: COMMITTAL SERVICE SHELTER A.
d. EARLY TURNOVER: REMAINING ITEMS.
e. NEW COLUMBARIA A, B, G, AND EXISTING COLUMBARIUM C;
ADJACENT SLEEVES/CASINGS.
f. NEW COLUMBARIA E, F, H AND EXISTING COLUMBARIUM D;
ADJACENT SLEEVES/CASINGS.
g. CLEARING; BORROW; DEWATERING PER 31 23 19; BACKFILL.
h. UNDERGROUND UTILITIES; NEW IRRIGATION EXCEPT SPRINKLERS;
SLEEVES/CASINGS.
i. COMMITTAL SERVICE SHELTER C; ROAD SUBGRADE; CURBS; AND
ASPHALT PAVING.
j. COMMITTAL SERVICE SHELTER B.
k. TOPSOIL; FINISHED GRADING; NEW IRRIGATION SPRINKLERS;
FLOWER WATERING STATIONS; SITE FURNISHINGS; SIGNAGE; TURF;
PLANTINGS.
l. INITIAL WALK-THROUGH & CORRECTIVE ACTION.
g. REMOVAL OF TEMPORARY CONSTRUCTION & FENCING, AS
APPROVED BY COR; LANDSCAPE, TURF, AND REPAIR OF DAMAGES
AND WEAR TO THE CONSTRUCTION ACCESS ROAD.
h. FINAL WALK-THROUGH & TURNOVER.
8. REPAIRS TO EXISTING IRRIGATION HARDWARE & REPLACEMENT OF
EXISTING IRRIGATION CONTROLLERS IS INDEPENDENT OF ITEM 7'S
SEQUENCE. TO LIMIT IMPACT ON CEMETERY OPERATIONS, GROUP
REPAIR ACTIVITY INTO CONTIGUOUS AREAS OF UP TO 5 ACRES. NOT
LESS THAN 30 DAYS PRIOR TO WORK, SUBMIT A REPAIR SCHEDULE &
PLAN OF REPAIR AREAS FOR COR'S REVIEW & APPROVAL.
CONSTRUCTION SEQUENCE
1. PROJECT CONSISTS OF 3 DISCRETE PROJECT NUMBERS (931-003,
931-004, 931-006) AWARDED AS A SINGLE CONTRACT UNDER 931-004.
ANY SEPARATE REFERENCES TO -003 & -006 DO NOT CONSTITUTE
SEPARATE SCOPES AND ARE NO LONGER APPLICABLE AS SUCH.
2. FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO
COMPLETE THE WORK SHOWN OR IMPLIED BY THESE DOCUMENTS.
3. QUANTITIES SHOWN ARE ESTIMATED, EXCEPT AS RELATED TO EXISTING
IRRIGATION REPAIRS & CONTROL SYSTEM REPLACEMENT, LI-111 TO
LI-117 AND 32 84 00. IT IS CONTRACTOR'S RESPONSIBILITY TO
DETERMINE ACTUAL QUANTITIES REQUIRED. THERE SHALL BE NO
ADDITIONAL COMPENSATION FOR QUANTITIES BEYOND THOSE
INDICATED UNLESS REQUIRED BY CHANGES APPROVED BY COR.
4. GEOTECHNICAL REPORTS ARE INCLUDED IN PROJECT MANUAL. REFER
TO RECOMMENDED PAVEMENT THICKNESS, SUBGRADE PREPARATION,
TRENCH BACKFILLING, ETC. AND REQUIREMENTS FOR SITE
PREPARATION, PROOF-ROLLING, LIFT THICKNESS, STRUCTURAL FILL,
ETC. IF DISCREPANCIES ARISE BETWEEN PLANS, SPECIFICATIONS, AND
REPORTS, THE MOST CONSERVATIVE REQUIREMENTS SHALL GOVERN.
5. PRESERVE ALL PROPERTY IRONS/SURVEY CONTROL MONUMENTS.
REESTABLISH ANY AFFECTED BY CONTRACTOR'S FORCES. SUCH IRONS
SHALL BE REESTABLISHED BY A LICENSED LAND SURVEYOR IN
ACCORDANCE WITH STATE LAWS AT CONTRACTOR'S EXPENSE.
6. IF UTILITY INTERRUPTIONS ARE REQUIRED FOR EXECUTION OF WORK,
MINIMIZE INTERRUPTION AND NOTIFY COR PER 01 00 02.
7. EXISTING UTILITY SERVICE LINES & APPURTENANCES ARE TO REMAIN IN
PLACE & IN OPERATION, UNLESS OTHERWISE SPECIFICALLY INDICATED.
8. EXISTING UTILITIES SHOWN REPRESENT THE BEST INFORMATION
OBTAINABLE FOR DESIGN. LOCATIONS ARE NOT GUARANTEED, &
SOME ITEMS MAY NOT BE INDICATED. VERIFY IN FIELD. CONTRACTOR
SHALL BEAR EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES
DAMAGED DURING WORK. COORDINATE WORK WITH ALL UTILITY
COMPANIES PERTINENT TO PROSECUTION OF WORK.
9. DO NOT PROCEED WHEN OBSTRUCTIONS, CONFLICTS, OR
DISCREPANCIES EXIST. IMMEDIATELY NOTIFY COR. CONTRACTOR
BEARS RESPONSIBILITY FOR ALL DAMAGES, REVISIONS, AND REMEDIAL
WORK DUE TO FAILURE TO GIVE SUCH NOTIFICATION.
10. PROTECT ALL TREES & SHRUBS NOT SPECIFICALLY IDENTIFIED FOR
REMOVAL PER 01 56 39, WHETHER TREE PROTECTION FENCING IS IN
PLACE OR NOT.
11. INSTALL EROSION CONTROL DEVICES AS INDICATED. SUPPLEMENT AT
NO ADDITIONAL COST IF REQUIRED BY PERMITTING AUTHORITY.
12. MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. RESTORE ANY
DRAINAGE WAY OR STRUCTURE DISTURBED DURING CONSTRUCTION
TO THE SATISFACTION OF THE OWNING AUTHORITY.
13. PROVIDE TEMPORARY SHORING, BRACING, FALSEWORK TO SUPPORT &
PROTECT ALL ITEMS AFFECTED BY WORK. OBTAIN DETAILS, DESIGN,
AND PROCEDURE SEALED BY A PROFESSIONAL FLORIDA-REGISTER
ENGINEER FOR ALL SUCH ITEMS, AS APPROVED BY THE COR. PROVIDE
SAFETY RAILING AT TOP OF SHORING, AS REQUIRED BY OSHA.
BARRICADE EXCAVATED AREAS WHEN WORK IS NOT OCCURRING.
14. CONSTRUCTING ON-SITE HAUL ROUTES & LAYDOWN IN UNIMPROVED
AREAS IS BY CONTRACTOR'S MEANS AND METHODS, AS APPROVED BY
COR. MAINTAIN THROUGHOUT CONSTRUCTION. RESTORE AREAS NOT
DESIGNATED TO REMAIN TO ORIGINAL CONDITION UPON COMPLETION
OF WORK, OR WHEN DIRECTED BY COR, AT CONTRACTOR'S EXPENSE.
15. COORDINATE OFF-SITE HAUL ROUTES ON FEDERAL, STATE, COUNTY, OR
CITY ROADS WITH THE APPROPRIATE AGENCIES HAVING JURISDICTION,
AS REQUIRED BY SUBJECT AGENCIES AND TO PREVENT INTERFERENCE
WITH LOCAL COMMERCIAL OPERATIONS.
16. SUBMIT A TRANSPORTATION PLAN FOR COR'S REVIEW NOT LESS THAN
30 DAYS PRIOR TO MOBILIZATION, INCLUDING REQUESTED CHANGES
TO ROUTES INDICATED. INTENT IS TO SEPARATE VISITOR &
CONSTRUCTION TRAFFIC AS MUCH AS POSSIBLE. PROVIDE
CONSTRUCTION & HAUL TRAFFIC DAILY USAGE COUNTS & VEHICLES
TYPES DURING EACH PHASE OF WORK. COORDINATE DAILY SCHEDULE
WITH COR NOT LESS THAN 10 DAYS IN ADVANCE. ALL OTHER
CONSTRUCTION & DELIVERY TRAFFIC ON CEMETERY ROADS IS
PROHIBITED AT ALL TIMES UNLESS APPROVED IN ADVANCE BY COR.
17. COORDINATE WORK ADJACENT TO EXISTING COMMITTAL SERVICE
SHELTERS, EXISTING COLUMBARIA, AND ADJACENT MEMORIAL WALL
W/ COR NO LESS THAN 10 CALENDAR DAYS PRIOR TO PROPOSED
WORK TO LIMIT IMPACT ON CEMETERY SERVICES AND VISITORS.
18. MAINTAIN AN AVERAGE SEPARATION OF 25' FROM JURISDICTIONAL
WETLANDS. AT NO POINT SHALL THE SEPARATION BE LESS THAN 15'.
CONTACT COR FOR APPROVAL PRIOR TO ANY WORK WITHIN THE
INDICATED WETLAND BUFFER ZONE.
19. ALL DIMENSIONS SHOWN PARALLEL AND PERPENDICULAR UNLESS
OTHERWISE NOTED. DO NOT SCALE DIMENSIONS OFF THE DRAWINGS.
20. SIDEWALKS SHALL NOT EXCEED 1.75% CROSS SLOPE OR 4.75%
LONGITUDINAL SLOPE.
21. REMOVE ALL MARKINGS UPON COMPLETION OF WORK OR AS
DIRECTED BY COR.
22. ALL MATERIAL NOT INDICATED FOR SALVAGE AND REUSE ON PROJECT,
INCLUDING EXCESS EXCAVATED MATERIAL, OVERBURDEN, DEBRIS,
RUBBLE, WASTE, AND SURPLUS MATERIALS, SHALL BECOME PROPERTY
OF CONTRACTOR. REMOVE FROM THE SITE AND DISPOSE OF LEGALLY
OFF GOVERNMENT'S PROPERTY PER 01 00 02.
23. DISPOSE OF SURPLUS EXCAVATED MATERIAL PROPERLY AT A SITE
ACCEPTABLE TO FLOOD PLAIN ADMINISTRATOR, SOUTHWEST FLORIDA
WATER MANAGEMENT DISTRICT. PROVIDE ADMINISTRATOR'S
WRITTEN APPROVAL. DEPOSIT NO EXCESS MATERIAL IN LOW AREAS
OR ALONG DRAINAGE WAYS WITHOUT WRITTEN PERMISSION FROM
AFFECTED PROPERTY OWNER(S) & ADMINISTRATOR. CONTRACTOR
SHALL BE RESPONSIBLE FOR DAMAGE RESULTING FROM SUCH FILL &
REMOVE MATERIAL PROMPTLY & WITHOUT COST TO GOVERNMENT.
24. REMOVE TEMPORARY FACILITIES, UNLESS OTHERWISE INDICATED, &
RESTORE ALL AREAS & ELEMENTS DISTURBED BY CONTRACTOR'S
FORCES TO A CONDITION EQUAL TO OR BETTER THAN EXISTING, AS
APPROVED BY COR. REFER TO 01 00 02 FOR PHOTOGRAPHIC
DOCUMENTATION OF PRE-CONSTRUCTION CONDITIONS.
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PRIME CONSULTANT
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CONSULTANTS
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PRIME CONSULTANT
VF-111
VF-113
VF-115
VF-112
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EXISTING CONDITIONS SURVEY 1
KEY
VF-101
INSET
VF-115
INSET
VF-116
INSET
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NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
GRAVESITE EXPANSION
SARASOTA NATIONAL CEMETERY
931-003, -004, -006
BJ, GM BJ, TW
October 14, 2021
100% Construction Documents - Issued for Construction
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
GRAVESITE EXPANSION
SARASOTA NATIONAL CEMETERY
931-003, -004, -006
BJ, GM BJ, TW
October 14, 2021
100% Construction Documents - Issued for Construction
JMAZ CCH
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SITE BENCHMARK
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SET NAIL & DISC
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STAMPED "SSMC TRAV.PT."
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ELEVATION= 29.85
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SITE BENCHMARK
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SET NAIL & DISC
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STAMPED "SSMC TRAV.PT."
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ELEVATION= 31.56
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SITE BENCHMARK
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SET NAIL & DISC
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STAMPED "SSMC TRAV.PT."
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ELEVATION= 27.97
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= REINFORCED CONCRETE PIPE
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RCP
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= POLYVINYL CHLORIDE PIPE
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PVC
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-RCW-
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= RECLAIM WATER LINE
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= BURIED ELECTRIC LINE
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-BEL-
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= WIRE FENCE
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= PALM
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= TREE/HEDGE LINE
AutoCAD SHX Text NOTICE OF LIABILITY: This survey is certified to those individuals shown on the face thereof. Any other use, benefit or reliance by any other party is strictly prohibited and restricted. Surveyor is responsible only to those certified and hereby disclaims any other liability and hereby restricts the rights of any other individual or firm to use this survey, without express written consent of the surveyor.
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%%ULEGEND & ABBREVIATIONS:
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= TREE
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MA
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GU
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= OAK
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= GUM
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= MAGNOLIA
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= MYRTLE
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MY
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= UNKNOWN
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UK
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= LIGUSTRUM
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LIG
AutoCAD SHX Text DESCRIPTION: A portion of the Southwest Quarter of Section 23, Township 37 South, Range 19 East, Sarasota County, Florida.
AutoCAD SHX Text SURVEYOR'S REPORT: 1. I hereby certify that all information indicated on this drawing was obtained or verified I hereby certify that all information indicated on this drawing was obtained or verified by actual measurements in the field, and that every effort has been made to furnish complete and accurate information. 2. Utility locations if shown hereon are based on field location of markings by utility Utility locations if shown hereon are based on field location of markings by utility company representatives, surface features and construction plans furnished to the surveyor. Additional sub-surface utilities may exist that have not been field located. 3. Easements or rights of way that appear on recorded plans or that have been Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor by others have been incorporated into this drawing with appropriate notation. Other easements may be discovered by a search of the Public Records. 4. Minimum Horizontal Accuracy for this survey is in accordance with the STANDARDS OF Minimum Horizontal Accuracy for this survey is in accordance with the STANDARDS OF PRACTICE set forth by the Board of Professional Surveyors and Mappers in Chapter 5J-17 requirements of Florida Administration Code. The map and measurement methods used for this survey meet or exceed this requirement. The dimensions shown hereon are in United States survey feet and decimals thereof. 5. This survey does not determine ownership of the lands shown hereon. This survey does not determine ownership of the lands shown hereon. 6. Underground foundations have not been located. Underground foundations have not been located. 7. Survey map and report or the copies thereof are not valid without the signature and Survey map and report or the copies thereof are not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. 8. Features shown by symbol as indicated in the legend are not to scale. Features shown by symbol as indicated in the legend are not to scale. 9. Additions or deletions to survey maps or reports by other than the signing party or Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 10. Vertical information shown hereon refers to a National Geodetic Survey (NGS) point with Vertical information shown hereon refers to a National Geodetic Survey (NGS) point with designation "BEE RIDGE", PID number AG8276 and has a published elevation of 24.50 feet North American Vertical Datum of 1988 (NAVD88). 11. Horizontal positions for all features shown on the map are relative to North American Horizontal positions for all features shown on the map are relative to North American Datum of 1983 (NAD83), 2011 adjustment, State Plane Coordinate System, Florida West Zone. Primary Control for this project was established using Static GPS methods and was processed using National Geodetic Survey (NGS) OPUS-RS service; distances shown are GRID distances. 12. This Survey was performed without benefit of an abstract, title search, title opinion or This Survey was performed without benefit of an abstract, title search, title opinion or title commitment. A title search may reveal additional information affecting the parcel as shown. 13. Improvements & Topographic features shown hereon are limited to areas per specific Improvements & Topographic features shown hereon are limited to areas per specific instructions of the client. 14. Wetland areas depicted hereon were flagged or marked by Passarella & Associates, Inc. Wetland areas depicted hereon were flagged or marked by Passarella & Associates, Inc. on 08/21/2018, and were field located by Southeastern Surveying & Mapping, Corp. on 08/28/2018.
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APPROXIMATE AREA OF TOPOGRAPHIC COVERAGE
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= BUSH
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= CLEAN OUT
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= FLAT GRATE INLET
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= WATER SPIGOT
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= HAND HOLE
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IRR
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= IRRIGATION VALVE
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IRR
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= IRRIGATION VALVE BOX
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= NAIL W/DISC
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= POST/BOLLARD
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RCV
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= RECLAIMED WATER VALVE
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SB
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= SOIL BORING
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= NON-TRAFFIC SIGN
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NOT TO SCALE
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= WETLAND FLAG
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CHARLES M. ARNETT
AutoCAD SHX Text SOUTHEASTERN SURVEYING AND MAPPING CORPORATION 10770 North 46th Street, Suite C-300 Tampa, Florida 33617 (813) 898-2711 Certification Number LB2108 e-mail: info@southeasternsurveying.com
AutoCAD SHX Text Number 6884
AutoCAD SHX Text Registered Land Surveyor
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= PINE
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= CHINABERRY
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= CHINABERRY
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AutoCAD SHX Text = INFORMATION IN PARENTHESIS ARE PER PAVING, GRADING & DRAINAGE PLAN, FOR SARASOTA NATIONAL CEMETERY PHASE 1B, DATED MARCH 2015, PREPARED BY MILLER LEGG
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PRIME CONSULTANT
VF-111
VF-113
VF-115
VF-112
VF-114
VF-116
EXISTING CONDITIONS SURVEY 1
OVERALL PLAN
VF-101
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© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
NATIONAL
CEMETERY
ADMINISTRATION
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© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
GRAVESITE EXPANSION
SARASOTA NATIONAL CEMETERY
931-003, -004, -006
BJ, GM BJ, TW
October 14, 2021
100% Construction Documents - Issued for Construction
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© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
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ADMINISTRATION
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© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
GRAVESITE EXPANSION
SARASOTA NATIONAL CEMETERY
931-003, -004, -006
BJ, GM BJ, TW
October 14, 2021
100% Construction Documents - Issued for Construction 0 50 100 200 300
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SITE BENCHMARK
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SET NAIL & DISC
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STAMPED "SSMC TRAV.PT."
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ELEVATION= 29.85
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SITE BENCHMARK
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STAMPED "SSMC TRAV.PT."
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ELEVATION= 31.56
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SITE BENCHMARK
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SET NAIL & DISC
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STAMPED "SSMC TRAV.PT."
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ELEVATION= 27.97
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