Attachment 5 - Civil Drawings 626-700.CS.20240308.pdf
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- Solicitation number
- 36C77624B0029
About this file
This document contains civil engineering drawings for the EHRM Infrastructure Upgrades Construction project at the Nashville VAMC. The drawings provide details on site development, including erosion control measures, utility relocations, sidewalks, curbs, and pavement improvements. The project involves upgrading the infrastructure at the Nashville VAMC facility. Key details include:
The project is a 100% final bid solicitation identified as Solicitation Number 36C77624B0029 and issued by the VA Technology Acquisition Center in Austin. The drawings provide specifications for civil site work, including demolition, grading, utilities, and erosion control requirements. The project will be fully sprinklered and is located at 1310 24th Avenue South in Nashville, TN, with a completion date of February 16, 2024.
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CIVIL GENERAL NOTES AND
LEGEND
CI001
Project Number
Building Number
Drawing Number
Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
626-22-700
SLP AWBRevisions: Date:
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES Project No.: 22328
1221 N. Pennsylvania St.
Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com
GD Project No.: 23.3101
Project Title
Location
Issue Date
100% FINAL BID
DOCUMENTS
FULLY SPRINKLERED
Phase
EHRM INFRASTRUCTURE
UPGRADES DESIGN
1310 24TH Avenue South Nashville, TN 37212
02/16/2024
GENERAL
1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE,
AND FEDERAL LAWS AND REGULATIONS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY,
COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
3. FOR VIEWING CLARITY OF THESE PLANS, THE PIPES OR STRUCTURES
MAY NOT BE DRAWN TO SCALE.
4. THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A COMPLETE
INVENTORY OF ALL UTILITIES CURRENTLY ON OR NEAR THE SITE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PUBLIC AND/OR
PRIVATE UTILITY LOCATING SERVICES PRIOR TO STARTING
CONSTRUCTION.
5. THE SIZE AND LOCATIONS OF THE UTILITIES INDICATED ON THESE
PLANS ARE APPROXIMATE. THE CONTRACTOR IS TO DETERMINE AND
FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO
STARTING CONSTRUCTION ACTIVITIES.
6. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT
BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION
SO THAT REDESIGN OR CLARIFICATION MAY OCCUR.
DEMOLITION
1. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE
CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY
DISPOSED OF OFFSITE.
2. CONDUCT DEMOLITION AND CONSTRUCTION ACTIVITIES IN SUCH A
MANNER TO PROVIDE MINIMUM TRAFFIC DISRUPTIONS. CONTRACTOR
TO INSTALL TRAFFIC CONTROL DEVICES PER THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, AS NECESSARY.
3. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND
PROTECTED.
4. CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE
REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH
THE RESPECTIVE UTILITY COMPANY.
5. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT
ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY
TO FACILITATE CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL
ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING.
6. CONTRACTOR TO MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO
EXISTING BUILDINGS AND/OR SITE ENTITIES THAT ARE TO REMAIN.
8. CONCRETE TO BE SAWCUT SHALL BE SAWCUT TO THE NEAREST
CONCRETE JOINT BEYOND THE LIMITS ILLUSTRATED.
SITE PLAN
1. ALL DIMENSIONS ARE TO THE BACK OF CURB. WHEN CURBS ARE NOT
PRESENT, DIMENSION ARE TO THE EDGE OF PAVEMENT.
2. ALL PARKING STALLS SHALL BE 9' X 18' UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ON THE SITE PRIOR
TO CONSTRUCTION AND IDENTIFY DISCREPANCIES TO THE ENGINEER
OF RECORD.
4. SEE SHEET CS501 FOR PROPOSED SITE IMPROVEMENT DETAILS
REFERENCED.
5. WHERE WORK IS DONE IN EXISTING AREAS, THE EXISTING FINISHED
CONDITIONS SHALL BE REPAIRED OR REPLACED IF DAMAGED. IF
REPAIRS ARE REQUIRED NEW FINISHED CONDITIONS SHALL MATCH
EXISTING CONDITIONS, UNLESS OTHERWISE NOTED.
GRADING
1. CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IN IMPROVED
AREAS IS ACHIEVED. CONTRACTOR TO TEST AND CORRECT ANY “BIRD
BATH” CONDITIONS.
2. ALL SLOPES SHALL BE 3:1 OR FLATTER, UNLESS OTHERWISE SHOWN.
3. ALL GRADES AT THE PROJECT BOUNDARY OR PROPERTY LINE SHALL
MEET EXISTING GRADES.
4. BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL
BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER
SPECIFICATIONS. ALL FILL AREAS ARE TO BE STRIPPED OF TOPSOIL
PRIOR TO PLACEMENT OF FILL.
5. ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE SITE
AFTER CONSTRUCTION IS COMPLETE.
6. CONTOURS ARE SHOWN AS A REFERENCE TO MEET JURISDICTIONAL
REQUIREMENTS. CONTRACTOR SHOULD GRADE SITE PER THE
PROPOSED SPOT GRADE ELEVATIONS.
UTILITIES
1. CONTRACTOR TO MAINTAIN ALL EXISTING UTILITIES TO STAY IN SERVICE
DURING CONSTRUCTION.
2. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR
TO CONSTRUCTION TO VERIFY UTILITIES THAT MIGHT BE PRESENT ON
SITE.
3. THE CONTRACTOR IS REQUIRED TO PROVIDE ADEQUATE SHEETING,
SHORING, AND DEWATERING IN ALL TRENCHES AND EXCAVATIONS AS
NECESSARY IN ACCORDANCE WITH OSHA; AND IS SOLELY RESPONSIBLE
FOR THE SAFETY OF SHEETING, SHORING, AND DEWATERING.
4. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND
STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF
EXISTING PIPING, THE LOCATION AND ELEVATION OF THE EXISTING
PIPING AND STRUCTURES SHALL BE FIELD VERIFIED BY THE
CONTRACTOR. IF ANY DISCREPANCIES ARE FOUND, THEN THE
ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
5. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY
RULES AND GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. THE
CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES TO
HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR
PERSONS DURING THE COURSE OF THIS PROJECT.
6. WATER MAINS THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH
AT LEAST 48 INCHES OF COVER TO PROVIDE PROTECTION FROM
FREEZING.
7. HORIZONTAL SEPARATION BETWEEN WATER & SEWER SHALL BE 10
FEET.
8. VERTICAL SEPARATION BETWEEN WATER & SEWER SHALL BE 18 INCHES.
9. WATER MAIN ALIGNMENT SHOWN IS BASED ON STANDARD FITTINGS
AVAILABLE FOR DUCTILE IRON PIPE. JOINT DEFLECTIONS SHALL NOT
EXCEED 75 PERCENT OF MANUFACTURER'S RECOMMENDED
DEFLECTION.
10. CONTRACTOR SHALL ADJUST WATER MAIN ALIGNMENT AND DEFLECT
JOINTS AS NECESSARY TO ACCOMMODATE THE STANDARD BENDS
SHOWN.
11. MEASUREMENTS AND SLOPES SHOWN ARE FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE.
12. QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED BY
THE CONTRACTOR.
EROSION CONTROL
1. EROSION AND SEDIMENTATION CONTROL DEVICES TO BE INSTALLED
PRIOR TO BEGINNING CONSTRUCTION.
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS
PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO
CASE MORE THAN SEVEN (7) DAYS AFTER WORK HAS CEASED, UNLESS
ACTIVITY IN THAT PART OF THE SITE WILL RESUME WITHIN TWENTY-ONE
(21) DAYS.
3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE
REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY
CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED,
AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY
INSTALLATION.
4. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES TO BE
MAINTAINED SUCH THAT THEY FUNCTION AS INTENDED. AFTER
COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL
DEVICES WHERE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED
AND EROSION IS NO LONGER EVIDENT. REMOVAL OF THE REMAINING
DEVICES SHALL OCCUR AS OTHER AREAS ARE ESTABLISHED.
5. EROSION CONTROL MEASURES SHALL BE INSPECTED EVERY SEVEN (7)
DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS
ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE
REPAIRED OR REPLACED IMMEDIATELY.
6. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL
CONSTRUCTION SHALL BE SEEDED, MULCHED, AND RESTORED IN
ACCORDANCE WITH THE SPECIFICATIONS.
7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE
TRACKING OF MUD ONTO PAVED ROADWAYS. THE CONTRACTOR SHALL
DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
8. SEE SHEET CJ501 FOR PROPOSED EROSION AND SEDIMENT CONTROL
DETAILS REFERENCED.
AC ACRE
ABC AGGREGATE BASE COURSE
ADA AMERICANS WITH DISABILITIES ACT
AGGR AGGREGATE
ALT ALTERNATE
APPROX APPROXIMATE
ARV AIR RELEASE VALVE
ASPH ASPHALT
ASSY ASSEMBLY
BC BACK OF CURB
BFP BACKFLOW PREVENTER
BLDG BUILDING
BLT BUILT
BM BENCHMARK
BNRY BOUNDARY
BO BLOW OFF
C/C CENTER TO CENTER
CB CATCH BASIN
CCTV CLOSED CIRCUIT TELEVISION
CFS CUBIC FEET PER SECOND
CHKV CHECK VALVE
CI CAST IRON
CIR CIRCULAR
CJ CONSTRUCTION JOINT OR CONTROL
JOINT
CL CENTER LINE
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CND CONDUIT
CO CLEANOUT
COMM COMMUNICATION
CONC CONCRETE
CONST CONSTRUCT OR CONSTRUCTION
COR CORNER
CTR CENTER
CTRL CONTROL
CTV CABLE TELEVISION
CF CUBIC FEET
CY CUBIC YARD
CV CONTROL VALVE
DA DRAINAGE AREA
DAT DATUM
DBL DOUBLE
DDCV DOUBLE DETECTOR CHECK VALVE
DEG DEGREE
DEMO DEMOLITION
DEPT DEPARTMENT
DI DROP INLET
DIA DIAMETER
DIFF DIFFERENCE OR DIFFERENTIAL
DIM DIMENSION
DIP DUCTILE IRON PIPE
DIST DISTANCE
DOM DOMESTIC
DOT DEPARTMENT OF TRANSPORTATION
DS DOWNSPOUT
DW DOMESTIC WATER
EA EACH
EC EDGE OF CURB
EG EXISTING GRADE
EJ EXPANSION JOINT
ELEV ELEVATION
EP EDGE OF PAVEMENT (PAVING)
EPA ENVIRONMENTAL PROTECTION AGENCY
ESMT EASEMENT
EQ EQUAL
EQL SP EQUALLY SPACED
EQUIP EQUIPMENT
EQUIV EQUIVALENT
ES EDGE OF SHOULDER
ESMT EASEMENT
EW END WALL
EX EXISTING
EXP EXPANSION
F/F FACE TO FACE
FES FLARED END SECTION
FFE FINISH FLOOR ELEVATION
FHA FIRE HYDRANT ASSEMBLY
FNC FENCE
FOC FACE OF CURB
FPM FEET PER MINUTE
FPS FEET PER SECOND
FPW FIRE PROTECTION WATER SUPPLY
FSP FIRE STANDPIPE
FT FEET OR FOOT
G NATURAL GAS OR GAS LINE
GA GAGE
GAL GALLON
GEN GENERATOR
GPD GALLONS PER DAY
GT GREASE TRAP
GV GATE VALVE
GUT GUTTER
HAZ MAT HAZARDOUS MATERIALS
HB HOSE BIBB
HC HANDICAP OR HANDICAPPED
HDPE HIGH DENSITY POLYETHYLENE
HDWL HEADWALL
HH HAND HOLE
HORIZ HORIZONTAL
HP HIGH POINT
HT HEIGHT
HV HOSE VALVE
HWY HIGHWAY
HYD HYDRANT
IE INVERT ELEVATION
INCL INCLUDED
INFO INFORMATION
INV INVERT
IW IRRIGATION WATER
LAT LATITUDE
LF LINEAR FEET (FOOT)
LOC LOCATION
LONG LONGITUDE OR LONGITUDINAL
LOS LINE OF SIGHT
LP LOW POINT OR LIGHT POLE
LT LEFT
MAX MAXIMUM
MB MAIL BOX
MEG MEET EXISTING GRADE
MEMO MEMORANDUM
MFG MANUFACTURED OR MANUFACTURE
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
MOD MODIFY
MOT MAINTENANCE OF TRAFFIC
MULT MULTIPLE
MUNIC MUNICIPAL
MUTCD MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NORM NORMAL
NRCP NON-REINFORCED CONCRETE PIPE
NTP NOTICE TO PROCEED
NTS NOT TO SCALE
OC ON CENTER
PAR PARALLEL
PAVT PAVEMENT
PB PULL BOX
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE
PCCP CONCRETE PAVEMENT
PE POLYETHYLENE (PLASTIC)
PERF PERFORATED
PERIM PERIMETER
PERM PERMANENT
PERP PERPENDICULAR
PG PROFILE GRADE
PH PHASE
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
PL PROPERTY LINE
PP POWER POLE OR POLYPROPYLENE
PR PROPOSED
PREV PREVIOUS
PRC POINT OF REVERSE CURVE
PRKG PARKING
PROJ PROJECT
PROP PROPERTY
PRV PRESSURE RELIEF VALVE
PSI POUNDS PER SQUARE INCH
PSL PIPE SLEEVE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE (PLASTIC)
R RADIUS
RC REINFORCED CONCRETE
RCB REINFORCED CONCRETE BOX
RCP REINFORCED CONCRETE PIPE
RD ROAD OR ROOF DRAIN
RDC REDUCER
REQ REQUIRE OR REQUIRED
RFI REQUEST FOR INFORMATION
ROW RIGHT OF WAY
RR RAILROAD
RT RIGHT
SAN SANITARY
SB SPLASH BLOCK
SCH SCHEDULE
SD STORM DRAIN
SDL SADDLE
SECT SECTION
SEP SEPARATE
SF SQUARE FOOT (FEET)
SGL SINGLE
SHLDR SHOULDER
SOV SHUT OFF VALVE
SPEC SPECIFICATION
SF SQUARE FEET
SS SANITARY SEWER
STA STATION
STD STANDARD
STM STEAM
SURF SURFACE
SURV SURVEY
SW SIDEWALK
SY SQUARE YARD
T TELEPHONE
TBM TEMPORARY BENCHMARK
TB-XX TEST BORING-XX (E.G., TB-01)
TD TRENCH DRAIN
TE TOP ELEVATION
TEMP TEMPORARY
THK THICKNESS
TOB TOP OF BANK
TOC TOP OF CURB
TOPO TOPOGRAPHY
TOS TOE OF SLOPE
TP TELEPHONE POLE
TYP TYPICAL
TW TOP OF WALL
UD UNDERDRAIN
UP UTILITY POLE
UTIL UTILITY
USGS U.S. GEOLOGICAL SURVEY
VAR VARIES
VB VALVE BOX
VC VERTICAL CURVE
VERT VERTICAL
VIF VERIFY IN FIELD
VOL VOLUME
W WATER LINE
WM WATER METER OR WATER MAIN
WT WATER TABLE
WTR WATER
WW WASTE WATER
WWF WELDED WIRE FABRIC
XFMR TRANSFORMER
LIGHT DUTY
ASPHALT LIMITS
CONCRETE LIMITS
GRAVEL LIMITS
CONSTRUCTION FENCE
TREE PROTECTION
SANITARY SEWER
UNDERGROUND ELECTRIC
STORM SEWER
WATER MAIN
UNDERGROUND
COMMUNICATIONS
DIRECTION OF FLOW
MATCH EXISTING GRADE
TOP OF CURB
GUTTER
INLET PROTECTION
TEMPORARY SEEDING
CONCRETE WASHOUT AREA
CONSTRUCTION STAGING
AREA
TC 643.50
GU 643.00
640.00
M.E.G.
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
SANITARY FORCE MAIN
SANITARY STRUCTURE
STORM STRUCTURES
SILT FENCE
BUILDING LIMITS
ASPHALT RESURFACING
LIMITS
LIGHT POLE
SIGN
XX LF OF XX" WM
XX LF OF XX" PVC
WATER TEE, BENDS
WATER MAIN VALVE
HEAVY DUTY
ASPHALT LIMITS
SPOT ELEVATION
CLEANOUT
FIRE HYDRANT
FIRE MAIN
GAS MAIN
FIBER OPTIC
ROOF DRAIN
CENTERLINE
FEMA FLOOD ZONE
PARKING BUMPER
SECTION NAME
SECTION LOCATED ON SHEET NO.
WATER MAIN REDUCER
UNDER DRAIN
SUPER SILT FENCE
TOP OF CURB
EDGE OF PAVEMENT
TC 643.50
EP 643.00
CS501
XX LF OF XX" RCP
@ X.XX%
@ X.XX%
WV
WV
Tree #2230 Tree #2231
Tree #2232 Tree #2233Tree #2234
Tree #2235
Tree #2236
Tree #2240
WV DY
HTree #2254 Tree #2255
Tree #2256
OH-E
OH-E
OH-E
OH-E
OH-E
W W
W W
W W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
G G
G G
G
W W
W W
W
15'' ST
15'' ST
8' ' S
A N
8' ' S
A N
8' ' S
A N
8' ' S
A N
8' ' S
A N
8' 'S
AN
8' 'S
AN
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
W
W
UG-E
UG-E
UG
-E
UG-E UG-E UG-E UG-E
UG-E
UG-E
U G
-E U
G -E
U G
-E
UG-C UG-C
UG-C
UG-C
UG-C
F C
Tree #8756
Tree #8888
TC:557.58
IE (SE):550.87 18" RCP
IE (NW):550.57 18" RCP
D
TC:560.84
IE (SE):557.98 8" RCP
IE (NW):556.90 10" RCP
DY
H
Tree #8980
Tree #8992
MH
S
TC:562.91
IE (NW):555.60 8" PVC
IE (S):555.42 8" PVC
S
WWWW
WWWW
WV
TC:556.38
IE (N):551.92 12" RCP
IE (NW):551.60 18" RCP
TC:561.15
IE (NE):558.75 12" CPP
IE (SW):558.67 12" CPP
8' ' S
T
'' S T
ST
TC:562.70
IE:561.53 8" RCP
ICV
ICV
F C
TC:563.26
IE (SW):561.58 12" CPP
IE (NE):561.55 12" CPP
E
FFE:564.38
TC:562.77
IE (SE):558.93 10" RCP
IE (NW):558.79 10" RCP
UG-E
UG-E
UG-E
ASPHALT PARKING
ASPHALT PARKING
S
IG
N
SIGN
TRANSFORMER
ASPHALT PARKING
W W
W W
W
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
U G
-C
U G
-C
U G
-C
U G
-C
UG-C
UG-
C
UG-C UG-C UG-C
UG-C
UG-C
UG-C
UG-C UG-C
UG-C
UG-C UG-C UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-E
UG-E
UG-E
U G
-E
U G
-E
UG-E
UG
-E
U G
-E U
G -E
U G
-E U
G -E
UG
-E
U G
-E U
G -E
UG-E
UG-E
UG-E
UG-E
UG-E UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-C
U G
-C
UG-E
UG-E
UG-E UG-E
UG
-C
UG-C
12'' ST 12'' ST
12'' ST
12'' ST
12'' ST
12'' S T
'' S
T
'' S
T
'' S
T
'' S
T
'' S
T
'' S
T
'' S
T
U
G-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
G G G
G G
G
G G
G G
G G
G G
UG-E
UG-E
UG-E
UG
-E
UG-E
U G
-E
UG-E
UG-E
UG-E
TC:561.95
IE (NE):560.28 12" CPP
IE (NW):560.20 12" CPP
Tree #9786
FFE:563.68
FFE:563.66
TC:562.22
IE (NW):560.75 12" CPP
Tree #9870
TC:560.64
IE (N):555.54 12" RCP
IE (S):557.36 10" RCP
IE (E):555.38 12"CPP
IE (W):555.28 18" RCP
TC:560.60
IE (NE):557.57 12" CPP
IE (SE):557.57 12" CPP
IE (W):557.56 12" RCP
F C
FFE:563.64
TC:561.28
IE (NE):558.93 12" CPP
IE (SW):558.90 12" CPP
TC:559.36
IE (S):556.45 12" RCP
8' ' S
T 8'
' S T
FORMER GARTLAND AVENUE
TH
A
VE
N
U E
SO
U
TH
EXISTING BUILDING
G
TC:561.95
IE (SW):559.66 12" CPP
IE (NE):559.62 12" CPP
TC:562.10
IE (SW):559.81 12" CPP
IE (NE):559.62 12" CPP
TC:561.58
IE (SW):559.87 12" CPP
IE (NE):559.84 12" CPP
TC:562.97
IE:559.90 8" RCP
IE:559.68 8" RCP
Tree #10132
8'' ST 8'' ST
8' ' S
T
8' ' S
T
12'' ST
12'' ST
G G
G G
G G
G G
G G
G G
G G G
G
G
G
'' S
T
'' S
T
'' S
T
'' S
T
'' S
T
18'' ST
18'' ST
18'' ST
18'' ST
18'' ST
18'' ST
10'' ST
10'' ST
10'' ST
''S
T
''S T
'' S
T
12'' ST
12'' ST
12'' ST
10'' ST
10'' ST
10'' ST
10'' ST
10'' ST
10'' ST
10'' ST
10'' ST
10'' ST
8' ' S
A N
FOUND
5/8"REBAR
18'' ST
18'' ST
18'' ST
18'' ST
18'' ST
18'' ST
18'' ST
18'' ST
12'' S T
3' METAL RAILING
FENCE
3' METAL RAILING
FENCE
3' METAL RAILING
FENCE
3' METAL RAILING
FENCE
R .O
.W
W W
W W
W W
W W
PARKING
ACCESS
CANOPY
SI
G
N
EXISTING BUILDING
EXISTING BUILDING
EXHAUST
FANS
ACCESS STEPS TO LOWER
LEVEL
VENT
PIPE
(14.00)
THE VANDERBILT UNIVERSITY
DEED BOOK 2274, PAGE 427, R.O.D.C.,TN
(10.00)
THE VANDERBILT UNIVERSITY
DEED BOOK 6491, PAGE 286, R.O.D.C.,TN
POTENTIAL
BLIND
CONNECTION
ASPHALT DRIVE
CANOPY
SUPPORT
COLUMN (TYP.)
WATER
FEATURE
FOUND
1/2"
REBAR
IN CURB
'' S
T
'' S T
UNCERTAIN
CONNECTION TO THE
NORTH
INVERTS ARE CAPPED,
NO APPARENT
CONNECTIONS
W W
W W
W W
W W
W W
W
S82° 22' 04"E 238.94'
S82° 45' 04"E 290.56'
S7 ° 1
5'
6" W
8.
S82° 22' 05"E 58.06'
W
UG-C
UG-C
UG-C
UG-C
OH-E
OH-E
OH-E
OH-E
OH-E S
IG
N
UNKNOW
N
UTILITY
W
ORIGINAL PROPERTY LINE
25'
O R
IG
IN
A L
P R
O P
E R
TY
L
IN
E
G
GW
W
W
W W
W W
W W
W
S
TO
R A
G E
C O
N
TA
IN
E
R C
O N
S
TR
U C
TI
O
N D
U M
P S
TE
R
TE
M
P O
R A
R Y
FE
N
C
IN
G
V A
U
LT
BM-101
MAG NAIL
N:659727.04 E:1731445.07
EL:563.55
FOUND
MAG WITH RAGAN SMITH
& ASSOCIATES WASHER
FOUND
MAG WITH RAGAN
SMITH & ASSOCIATES WASHER
Tree #1042
D
TC:555.02
IE (SE):551.52 18" RCP
IE (N):551.50 18" RCP
Tree #1110
Tree #1127
W Tree #1187
Tree #1190 Tree #1194 Tree #1196
TC:554.79
IE (S):553.09 12" RCP
GV
GV
GV
GV
W W
W
W W
W
W
W
W
W
W
DY
H
Tree #1509
TC:562.77
IE (E):560.64 4" PVC
IE (S):560.63 8" PVC
Tree #1533
Tree #1556
TC:562.87
IE (E):559.32 12" CPP
IE (SW):559.23 12" CPP
TC:562.37
IE (SE):559.34 12" CPP
IE (NW):559.33 12" CPP
TC:562.75
IE (N):560.23 8" PVC
IE (S):560.11 8" PVC
FFE:563.89
TC:563.10
IE (E):557.98 8" IRON PIPE
WV
WV
D
D
TC:562.92
IE (N):556.30 18" RCP
IE (E):556.27 18" RCP
TC:562.03
IE (N):559.15 10" DUCTILE IRON
D
TC:562.58
TRASH RACK BLOCKING PIPE DATA
D
TC:562.59
TRASH RACK BLOCKING PIPE DATA
D
TC:563.30
IE (W):558.94 RCP PIPE NOT VISIBLE
F C
12'' ST
W W
W
15''S T
15''S T
18'' S
18'' ST
18''S T
18''S T
G
G
G
G
G
G
G
G
G G
G G
G
G G
G G
G G
UG-E
UG-E
UG-E
UG-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E
U G
-E U
G -E
U G
-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E
U G
-E U
G -E
U G
-E
ST ST ST
WV
WV
WV
WV
WV
WV
WV
WV
SECURITY
BOOTH
558 55
UG
-C
UG
-C
U G
-C
U G
-C
U G
-C
UG
-C
UT
0+
0+
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C UG-C
UG-C
UG-C UG-C UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
U G
-C
U G
-C
U G
-C
U G
-C
UG-C
UG-
C
UG-C UG-C UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG
-C
UG
-C
U G
-C
U G
-C
U G
-C
UG
-C
EXISTING (2) 4" CONDUIT FROM
PIPE BASEMENT IN ACRE TO
ANNEX BLDG 1A. B SIDE ROUTEEXISTING (2) 4" CONDUIT
BETWEEN BLDG 1 AND ISP#1
PULL BOX. A SIDE FIBER FROM
BLDG 1 TO ANNEX BLDG 1A.
LINE-1
Project Number
Building Number
Drawing Number
Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
626-22-700
SLP AWBRevisions: Date:
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES Project No.: 22328
1221 N. Pennsylvania St.
Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com
GD Project No.: 23.3101
Project Title
Location
Issue Date
100% FINAL BID
DOCUMENTS
FULLY SPRINKLERED
Phase
EHRM INFRASTRUCTURE
UPGRADES DESIGN
1310 24TH Avenue South Nashville, TN 37212
02/16/2024
SITE DEVELOPMENT PLAN
CS101
N
0 4020
SITE DEVELOPMENT PLAN KEYNOTES
KEY PLAN
MH
MH
MH
MH
ORIGINAL PROPERTY LINE
O R
IG
IN
A L
P R
O P
E R
TY
L
IN
E
O R
IG
IN
AL
P
R O
PE
R
TY
L
IN
E
MH
MH
CS102
CS101
MATCH LINE - SEE SHEET CS102
1. EXISTING UNDERGROUND FIBER OPTIC COMMUNICATIONS LINE,
SEE MEP AND ARCHITECTURAL SHEETS FOR MORE
INFORMATION
2. CONTINUE COMMUNICATION LINE PER MEP PLANS
3. EXISTING TELECOMMUNICATIONS PULLBOX
4. PROPOSED (2) 4" CONDUIT FOR A SIDE FIBER OPTIC
COMMUNICATIONS LINE, SEE MEP AND ARCHITECTURAL SHEETS
FOR MORE INFORMATION
5. TELECOMMUNICATION PULLBOX
6. PROTECT EXISTING POWER LINE DURING CONSTRUCTION
7. REMOVE AND REPLACE ASPHALT PAVEMENT
8. REMOVE AND REPLACE CURB AND GUTTER
9. REMOVE AND REPLACE CONCRETE SIDEWALK
10. PROTECT EXISTING STORM SEWER DURING CONSTRUCTION
11. PROTECT EXISTING SANITARY SEWER DURING CONSTRUCTION
12. REMOVE AND RE-INSTALL CHAIN-LINK FENCE
13. REMOVE AND REPLACE GRAVEL PAVEMENT
14. REMOVE AND REPLACE CONCRETE CURB
15. REMOVE AND REPLACE CONCRETE STOOP
16. REMOVE AND REPLACE SIDEWALK CURB RAMP
G
F C
FFE:550.60
F C
FFE:550.50
TC:548.68
IE (E):540.88 36" RCP
IE (W):540.68 36" RCP
TC:548.44
IE:544.68 BOTTOM OF STRUCTURE
STANDING WATER IN STRUCTURE, NO INVERTS VISIBLE
FFE:564.19
TC:562.14
IE:561.53 4" PVC
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
FFE:550.63
ICV
ICV
Tree #7851
S
TC:548.79
IE (N):534.33 12" RCP
IE (S):534.31
TC:550.45
AREA DRAIN IN RECESSED
CONCRETE PAD
TC:550.48
AREA DRAIN IN RECESSED
CONCRETE PAD
P
MH
D
TC:551.57
IE (NE):534.47 42" RCP
IE (S):534.29 42" RCP
TC:548.64
IE (W):535.96 36" RCP
IE (S):535.86 36" RCP
MH
TC:549.41
IE (E):547.79 4" PVC
IE (S):PIPE BURRIED, TOP OF DIRT:546.47
W
TC:548.56
IE (N):540.40 18" RCP
IE (E):541.26 36" RCP
IE (W):540.40 36" RCP
ICV
ICV
F C
D
TC:549.98
IE (N):535.56 36" RCP
IE (E):537.20 36" RCP
IE (SW):534.94 42" RCP
S
TC:551.38
IE (N):533.90 18" RCP
IE (W):533.60
UG-E
UG-E
G- E
UG
-E
UG-E
G
G
G
G
8' 'S
A N
8' 'S
A N
8' ' S
A N
18'' ST
TC:562.00
IE (N):557.56 12" RCP
IE (SW):557.29 12" RCP
D
TC:557.37
IE (N):541.29 36" RCP
IE (S):541.07 36" RCP
S
TC:557.03
IE (E):539.85 15" RCP
IE (N):539.65 18" RCP
IE (S):539.59 18" RCP
D
TC:551.98
IE (N):544.64 18" RCP
IE (E):544.34 18" RCP
IE (W):544.24 36" RCP
FFE:554.47
'' S
T
''S T
'' S
T
'' S T
'' S
T
'' S
T
'' S T
'' S
T
'' S T
'' S
T
'' S T
'' S
T
S T
'' S
T
N
'' S A
N
'' S
A N
'' S
A N
'' S
A N
'' S
A N
'' S
A N
''S
A N
'' S
A N
'' S
A N
'' S
A N
'' S
A N
'' S
A N
SAN
SAN
'' S
T
'' S T
'' S
T
'' S T
'' S
T
''S
T
''S T
''S
T
S T
''S
T
(417.00)
UNITED STATES OF AMERICA
SEE DEED REFERENCES SHEET 1
(104.00)
VANDERBILT UNIVERSITY MEDICAL CENTER
GROUND LEASE 'TRACT F'
INST.NO. 20160429-0042101, R.O.D.C.,TN
'' S
A N
''S
A N
'' S
A N
'' S
A N
'' S
A N
'' S
A N
''S
A N
'' S
A N
SAN
G G
G G
U G
-E U
G -E
UG
-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
U G-
E
UG-E
UG-E UG-E
UG-E
UG-E
UG-E
36'' ST
36'' ST
36'' ST
''S
T
'' S T
'' S
T
'' S T
18'' ST
VA PARKING
SIGN
VA PARKING
GARAGE SIGN
MODULAR
BUILDING
UTILITY
BUILDING
UTILITY
VAULT
STEPS
AREA UNDER ACTIVE
DEMOLITION DURING FIELD
SURVEY
15'' S T
S
TC:562.13
IE (SE):545.65 15" DUCTILE IRON
IE (E):540.90 18" RCP
IE (N):540.72 24" RCP
IE (S):540.65 24" RCP
TC:548.87
IE (E):541.23 36" RCP
IE (W):540.92 36" RCP
36'' ST
36'' ST
36'' ST
36'' ST
36'' ST
36'' ST
36'' ST
36'' ST
36'' ST
DETACHED
BUILDING
STAIRS
AC
C
ES
S
R
AM
P
TEMPORARY
UTILITY
STORAGE
BUILDING
ASPHALT DRIVE
ASPHALT DRIVE
ASPHALT DRIVE
5' CHAIN
LINK
8' CHAIN
LINK
8' CHAIN
LINK
6' CHAIN LINK,
TEMPORARY
CONSTRUCTION
FENCING
TE
M
P O
R A
R Y
S
TO
R A
G E
'' S
A N
S T
S T
S T
36'' ST
36'' ST
36'' ST
UNDERGROUND
TANK PORTS
DOCK LIFT
METAL
PLATE
UNDERGROUND
TANK PORTS
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
OVERHEAD
WALKWAY
LANDSCAPED
AREA
LANDSCAPED
AREA
'' S
T
''S T
'' S
T
36'' ST
36'' ST
36'' ST
36''S T
42'' ST
ST
ST
ST
6' PVC
PANEL
FENCE
S
TC:552.30
IE (NE):533.06
IE (S):533.92
WATER STANDING IN STRUCTURE,
INVERT OUT NOT VISIBLE
TE
M
P O
R A
R Y
S
TO
R A
G E
TE
M
P O
R A
R Y
S
TO
R A
G E
TE
M
P O
R A
R Y
S
TO
R A
G E
TE
M
P O
R A
R Y
S
TO
R A
G E
TEMPORARY
STORAGE
TEMPORARY
STORAGE
UNDERGROUND
TANK PORTS
S T
S T
Tree #10441
Tree #10442
Tree #10443
S7 ° 2
3'
6" W
8.
ROBINSON
RESEARCH
BUILDING
15' UTILITY
EASEMENT
DEED BOOK 5276,
PAGE 815,
R.O.D.C.,TN
O R
IG
IN
AL
P
R O
PE
R
TY
L
IN
E
ST
ST
ST
ST
UNCERTAIN
CONNECTION
CONSTRUCTION
MATERIALS
STORAGE
S
TO
R A
G E
C O
N
TA
IN
E
R
S
TO
R A
G E
C O
N
TA
IN
E
R
S
TO
R A
G E
C O
N
TA
IN
E
R
S
TO
R A
G E
C O
N
TA
IN
E
R
S
TO
R A
G E
C O
N
TA
IN
E
R
TE
M
P O
R A
R Y
FE
N
C
IN
G
DUMPSTER
PORTABLE
UTILITYDUMPSTER
TEMPORARY
FENCING
OVERHEAD
WALKWAY
MATCH LINE SHEET 2
MATCH LINE SHEET 3
FOUND
MAG WITH RAGAN SMITH
& ASSOCIATES WASHER
TC:550.48
IE (N):541.26 36" RCP
IE (SE):540.66 36" RCP
FFE:564.27
Tree #5946
S
TC:562.22
IE (N):553.61 8" PVC
IE (E):553.52 8" PVC
WV
S
TC:560.89
UNABLE TO OPEN LID
FFE:564.01
D
TC:560.52
IE (E):558.43 12" RCP
IE (SW):547.15 12" RCP
IE (NW):547.13 15" DUCTILE IRON
FFE:560.53
G
G
W
WW
W
WW
WWD
Y
H
D
TC:561.88
IE (N):542.74 36" RCP
IE (E):542.72 12" RCP
IE (SE):546.24 15" DUCTILE IRON
IE (S):542.63 36" RCP
TC:560.08
IE (E):558.78 12" RCP
WV
WV
P
P
D
TC:560.35
IE (S):554.30 18" RCP
G
WV
W
W
WW
W
WW
W
WW
W
WW
W
WW
W
WW
W
WW
W
WW
W
W
WV
FFE:563.91
D
TC:563.01
IE (E):542.91 36" RCP
IE (SE):561.11 6" DUCTILE IRON
IE (W):549.40 18" CPP
IE (S):542.87 36" RCP
S
TC:563.45
IE (NE):541.41 24" RCP
IE (W):542.40 8" PVC
IE (NW):553.25 8" PVC
IE (S):540.94 24" RCP
D
TC:562.08
IE (N):550.36 18" RCP
IE (E):549.24 18" RCP
FFE:564.21
TC:559.76
IE (NESW):556.53 18"x10" CULVERT
18" WIDE BY 10" TALL"
IE:556.53
FFE:564.34
WV
WV
W W
WW
W W
WW
WWWW
W
WV
TC:556.42
IE:552.12 18" RCP
IE:551.67 12" RCP
DY
H
WV
S
TC:553.26
IE (NE):549.36 12" RCP
IE (S):546.36 15" RCP
IE (W):546.28 18" RCP
TC:558.66
ABANDONED, FULL OF SOIL
S
TC:558.11
IE (N):544.89 18" RCP
IE (NE):544.85 6" RCP
IE (SW):543.25 6" RCP
S
TC:558.72
IE (N):542.70 18" RCP
IE (NE):543.86 6" RCP
IE (S):540.24 18" RCP
D
TC:558.90
IE (N):542.20 36" RCP
IE (E):542.88 18" RCP
IE (S):542.16 36" RCP
WV
WV
WV
WV
S
TC:556.25
IE (N):539.39 18" RCP
IE (E):539.53 15" RCP
IE (S):539.37 18" RCP
D
TC:556.26
IE (N):540.86 36' RCP
IE (S):540.78 36" RCP
G
GV
W
W
W
W W
W W W
W
W
W
'' S
T
'' S T
'' S
T
'' S T
'' S
T
'' S T
'' S
T
'' S T
'' S
T
'' S T
G
G
G G
G G
G
G G
G G
G G
G
UG-E
U
G -E
U G
-E
UG-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E
U G
-E
U G
-E U
G -E
U G
-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E
UG-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E UG-E
SAN
BM-900
MAG NAIL
N:659204.49 E:1731412.81
EL:560.72
IE:539.96 BOTTOM OF
VAULT, NO PIPES
VISIBLE
TRASH COMPACTOR
U T
U T
U T
U T
U T
U T
U T
U T
UT
UT
UT
UT
UT
0+
1+00
2+00
2+
U G
-C U
G -C
U G
-C
LINE-2
Project Number
Building Number
Drawing Number
Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
626-22-700
SLP AWBRevisions: Date:
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES Project No.: 22328
1221 N. Pennsylvania St.
Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com
GD Project No.: 23.3101
Project Title
Location
Issue Date
100% FINAL BID
DOCUMENTS
FULLY SPRINKLERED
Phase
EHRM INFRASTRUCTURE
UPGRADES DESIGN
1310 24TH Avenue South Nashville, TN 37212
02/16/2024
SITE DEVELOPMENT PLAN
CS102
N
0 4020
SITE DEVELOPMENT PLAN KEYNOTES
KEY PLAN
MH
MH
MH
MH
ORIGINAL PROPERTY LINE
O R
IG
IN
A L
P R
O P
E R
TY
L
IN
E
O R
IG
IN
AL
P
R O
PE
R
TY
L
IN
E
MH
MH
CS102
CS101
MATCH LINE - SEE SHEET CS101
1. EXISTING UNDERGROUND FIBER OPTIC COMMUNICATIONS LINE,
SEE MEP AND ARCHITECTURAL SHEETS FOR MORE
INFORMATION
2. CONTINUE COMMUNICATION LINE PER MEP PLANS
3. EXISTING TELECOMMUNICATIONS PULLBOX
4. PROPOSED (2) 4" CONDUIT FOR A SIDE FIBER OPTIC
COMMUNICATIONS LINE, SEE MEP AND ARCHITECTURAL SHEETS
FOR MORE INFORMATION
5. TELECOMMUNICATION PULLBOX
6. PROTECT EXISTING POWER LINE DURING CONSTRUCTION
7. REMOVE AND REPLACE ASPHALT PAVEMENT
8. REMOVE AND REPLACE CURB AND GUTTER
9. REMOVE AND REPLACE CONCRETE SIDEWALK
10. PROTECT EXISTING STORM SEWER DURING CONSTRUCTION
11. PROTECT EXISTING SANITARY SEWER DURING CONSTRUCTION
12. REMOVE AND RE-INSTALL CHAIN-LINK FENCE
13. REMOVE AND REPLACE GRAVEL PAVEMENT
14. REMOVE AND REPLACE CONCRETE CURB
15. REMOVE AND REPLACE CONCRETE STOOP
16. REMOVE AND REPLACE SIDEWALK CURB RAMP
Project Number
Building Number
Drawing Number
Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
626-22-700
SLP AWBRevisions: Date:
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES Project No.: 22328
1221 N. Pennsylvania St.
Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com
GD Project No.: 23.3101
Project Title
Location
Issue Date
100% FINAL BID
DOCUMENTS
FULLY SPRINKLERED
Phase
EHRM INFRASTRUCTURE
UPGRADES DESIGN
1310 24TH Avenue South Nashville, TN 37212
02/16/2024
SITE DEVELOPMENT DETAILS
CS501
CONCRETE SIDEWALK6" CONCRETE CURB TYPICAL ASPHALT PAVEMENT SECTION
4" MINIMUM COMPACTED
AGGREGATE BASE.
[PRECAST CONCRETE PADS
ON UNDISTURBED EARTH
UNDER EACH SPACER]
NONMETALLIC DUCT SPACER,
MAXIMUM 5' ON CENTER.
[CARLON S288 SERIES,
UNDERGROUND DEVICES WUNPEECE,
OSBORN ASSOCIATES 5100 SERIES]
MARKER TAPE WITH
METALLIC TRACER, 12"
ABOVE DUCT BANK
#4 TIE BARS AT
2500 PSI CONCRETE 3'-0" ON CENTER
4" (5") SCHEDULE 40 PVC
(4) #4 BARS CONTINUOUS
ON TOP AND BOTTOM
FINISHED GRADE
3" MIN. 7 1/2"
1/
4" 3"
M
IN
" M
IN
1 1/4"
9/
19/32"
1"
NONMETALLIC
REDUCER SPACER.
CLEAN EARTH
BACKFILL PLACED PER
SPECIFICATIONS
NOTES:
1. INSTALL 2000 lb TENSILE STRENGTH BRAIDED POLYPROPYLENE PULL CORD IN ALL
CONDUITS.
2. TRENCHING AND BACKFILL ACCORDING TO SPECIFICATIONS.
3. MINIMUM OF 4'-0" CLEAR BETWEEN ADJACENT DUCTBANKS.
4. DOWEL ENDS OF DUCTBANK TO FOUNDATION OR MANHOLE WITH A MINIMUM OF (4) #4
DOWELS.
NO SCALE
DUCT BANK - DETAIL A
NTS
TELECOMMUNICATION PULLBOX - PAVED AREAS DETAIL
NTS
TELECOMMUNICATION PULLBOX - TURF AREA DETAIL
CONCRETE CURB AND GUTTER
CONCRETE STOOP
4" 4000 PSI CONCRETE
6" NO. 8
COMPACTED
AGGREGATE
5'
1'
PROPOSED BUILDING
CONNECTION TO PROPOSED
BUILDING PER STRUCTURAL
DRAWINGS
6"
STRIP TOPSOIL AND COMPACT
SUBGRADE TO 95% MAXIMUM
DENSITY
NTS N.T.S.
SLOPE: SEE GRADE PLAN
8"
6" 18
4"
6"
SCORE
8"R
1"R
NOTES
1. SEE CONCRETE JOINT DETAIL FOR DEPTH OF
CONTRACTION JOINT.
2. SEE CONCRETE WALK SECTION FOR LOCATION OF
JOINTS.
3. FULL DEPTH SEPARATORS ARE NOT PERMITTED
EXCEPT AT EXP. JOINTS.
VARIES
N.T.S.
SLOPE: SEE GRADE PLAN
6"4" SCORE
8"R
SEE CONC.
CURB AND
GUTTER
DETAIL
NOTES
1. SEE CONCRETE JOINT DETAIL FOR DEPTH OF
CONTRACTION JOINT.
2. SEE CONCRETE WALK SECTION FOR LOCATION OF
JOINTS.
3. FULL DEPTH SEPARATORS ARE NOT PERMITTED
EXCEPT AT EXP. JOINTS.
4"
8"
PAVEMENT
COMPACTED SUBGRADE
PER SPECIFICATIONS
4000 PSI, AIR ENTRAINED CONCRETE4000 PSI, AIR ENTRAINED CONCRETE
INTEGRAL WALK AND CURB AND GUTTERINTEGRAL WALK AND CURB
NTS
SIDEWALK CURB RAMP
W
W
W
W W
W
UG-E
U G
-E
U G
-E
U G
-E
U G
-E
E
UG-E
UG-E
UG-E
Tree #8756
TC:561.15
IE (NE):558.75 12" CPP
IE (SW
):558.67 12" CPP
TC:563.26
IE (SW
):561.58 12" CPP
IE (NE):561.55 12" CPP
E
TC:562.77
IE (SE):558.93 10" RCP
IE (NW
):558.79 10" RCP
UG-E
UG-E
U G
-E
S
IG
N
TRANSFORM
ER
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-
C
UG-C
UG-C
UG-C
U G
-C
UG-E
12'' ST
12'' ST
12'' S
T 12'' S
T 12''S
T
12'' ST
12'' ST
12'' ST 12'' ST 12'' ST 12'' ST
UG-E
UG-E
U G
-E
U G
-E
U G
-E
TC:561.95
IE (NE):560.28 12" CPP
IE (NW
):560.20 12" CPP
Tree #9786
FFE:563.68FFE:563.66
TC:562.22
IE (NW
):560.75 12" CPP
Tree #9870
TC:560.64
IE (N):555.54 12" RCP
IE (S):557.36 10" RCP
IE (E):555.38 12"CPP
IE (W
):555.28 18" RCP
TC:560.60
IE (NE):557.57 12" CPP
IE (SE):557.57 12" CPP
IE (W
):557.56 12" RCP
F
C
FFE:563.64
EXISTING BUILDING
IE (SW
):559.81 12" CPP
IE (NE):559.62 12" CPP
TC:561.58
IE (SW
):559.87 12" CPP
IE (NE):559.84 12" CPP
12'' S T
12'' S T
10'' S T
10'' S T
10'' S T
10''ST
10''ST
10''ST
10''ST
10''ST
8'' ST
18'' ST
12'' ST
SIGN
ASPHALT DRIVE
CANOPY
SUPPORT
COLUM
N (TYP.)
SIGN
O
RIG
INAL PRO
PERTY LINE561
UG-C
UG-C
UG-C
UG-C
UT
0+00 0+62
UG-C
UG-C
UG-C
UG-C
UG-C
UG-C
UG-
C
UG-C
UG-C
UG-C
U G
-C
U G
-C
UG-C
UG-C
UG-C
UG-C
LINE-1
TC:548.68
IE (E):540.88 36" RCP
IE (W):540.68 36" RCP
ICV
ICV
Tree #7851
S
TC:548.79
IE (N):534.33 12" RCP
IE (S):534.31
TC:550.45
AREA DRAIN IN RECESSED
CONCRETE PAD
TC:550.48
AREA DRAIN IN RECESSED
CONCRETE PAD
Tree #8175
MH
D
TC:551.57
IE (NE):534.47 42" RCP
IE (S):534.29 42" RCP
TC:548.64
IE (W):535.96 36" RCP
IE (S):535.86 36" RCP
MH
TC:549.41
IE (E):547.79 4" PVC
IE (S):PIPE BURRIED, TOP OF DIRT:546.47
W
TC:548.56
IE (N):540.40 18" RCP
IE (E):541.26 36" RCP
IE (W):540.40 36" RCPICV
ICV
F C
D
TC:549.98
IE (N):535.56 36" RCP
IE (E):537.20 36" RCP
IE (SW):534.94 42" RCP
S
TC:551.38
IE (N):533.90 18" RCP
IE (W):533.60
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
U G
-E
U G
-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
VA PARKING
SIGN
VA PARKING
GARAGE SIGN
36'' ST
36'' ST
ASPHALT DRIVE
ASPHALT DRIVE
8' CHAINLINK
8' CHAINLINK18
'' S
AN
S T
S T
S
T36'' ST
36'' ST
36'' ST
EXISTING BUILDING
EXISTING BUILDING
'' S
T
'' S
T
'' S
T
'' S
T
'' S
T
ICV
DTC:553.89
IE (N):531.05
IE (E):531.61
36'' ST
36'' ST
36'' ST
36'' ST
36''ST
42'' ST
ST
UNKNOWN
UTILITY BOX
S
TC:552.30
IE (NE):533.06
IE (S):533.92
WATER STANDING IN STRUCTURE,
INVERT OUT NOT VISIBLE
DUMPSTER
TEM
PO
R
AR
Y
FEN
C
IN
G
OVERHEAD
WALKWAYMH
TC:550.48
IE (N):541.26 36" RCP
IE (SE):540.66 36" RCP
IE:539.96 BOTTOM OF
VAULT, NO PIPES
VISIBLE
UT
UT
UT
UT
UT
UT
UT
0+
1+00
2+00
2+
UG
-C
UG
-C
UG
-C
LINE-2
LINE-1 PROFILE
-0+50 0+00
3.
3.
3.
3.
0+50 1+00
PU
LL
BO
X
- 1 R
E=
3.
IE
=5
.0
(S
W
IE
=5
.0
(N
E)
38 LF @ 2.75%
DUCT BANK - DETAIL A
6 LF @ 0.03%
DUCT BANK - DETAIL A
EX
IS
TI
N
G P
U
LL
BO
X
R E=
3.
IE
=5
.0
(N E)
12" DIA. STORM
SEWER PIPE
LINE-2 PROFILE
-0+50 0+00
8.
8.
9.
9.
0+50 1+00
9.
9.
9.
9.
1+50 2+00
9.
9.
2+50
65 LF @ 0.38%
DUCT BANK - DETAIL A 130 LF @ 0.39%
DUCT BANK - DETAIL A
5 LF @ 0.39%
DUCT BANK - DETAIL A
EX
IS
TI
N
G P
U
LL
BO
X
IE
=5
.9
(N
PU
LL
BO
X
- 3 R
E=
9.
IE
=5
.2
(N
IE
=5
.2
(W
PU
LL
BO
X
- 2 R
E=
9.
IE
=5
.7
(S
IE
=5
.7
(E
EXISTING POWER LINE
18" DIA. STORM
SEWER PIPE
36" DIA. STORM
SEWER PIPE
18" DIA. SANITARY
SEWER PIPE
Project Number
Building Number
Drawing Number
Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
626-22-700
SLP AWBRevisions: Date:
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES Project No.: 22328
1221 N. Pennsylvania St.
Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com
GD Project No.: 23.3101
Project Title
Location
Issue Date
100% FINAL BID
DOCUMENTS
FULLY SPRINKLERED
Phase
EHRM INFRASTRUCTURE
UPGRADES DESIGN
1310 24TH Avenue South Nashville, TN 37212
02/16/2024
PLAN AND PROFILE
CU101
KEY PLAN
MH
MH
MH
MH
ORIGINAL PROPERTY LINE
O R
IG
IN
A L
P R
O P
E R
TY
L
IN
E
O R
IG
IN
AL
P
R O
PE
R
TY
L
IN
E
MH
MH
NOTE:
EXISTING UTILITIES SHOWN AT ASSUMED
TYPICAL DEPTH. CONTRACTOR TO FIELD VERIFY
DEPTHS AND REPORT DISCREPANCIES TO COR
0 4020
N
0 4020
N
WV
Tree #2230 Tree #2231
Tree #2232 Tree #2233Tree #2234
Tree #2235
Tree #2236
Tree #2240
WV DY
HTree #2254 Tree #2255
Tree #2256
F C
Tree #8756
Tree #8888
D
DY
H
Tree #8980
Tree #8992
S
S
WWWW
WWWW
WV
ST
ICV
ICV
F C
E
FFE:564.38
TRANSFORMER
Tree #9786
FFE:563.68
FFE:563.66
Tree #9870
F C
FFE:563.64
FORMER GARTLAND AVENUE
TH
A
VE
N
U E
SO
U
TH
EXISTING BUILDING
G
Tree #10132
3' METAL RAILING
FENCE
3' METAL RAILING
FENCE
3' METAL RAILING
FENCE
3' METAL RAILING
FENCE
R .O
.W
PARKING
ACCESS
CANOPY
EXISTING BUILDING
EXISTING BUILDING
(14.00)
THE VANDERBILT UNIVERSITY
DEED BOOK 2274, PAGE 427, R.O.D.C.,TN
(10.00)
THE VANDERBILT UNIVERSITY
DEED BOOK 6491, PAGE 286, R.O.D.C.,TN
CANOPY
SUPPORT
COLUMN (TYP.)
S82° 22' 04"E 238.94'
S82° 45' 04"E 290.56'
S7 ° 1
5'
6" W
8.
S82° 22' 05"E 58.06'
ORIGINAL PROPERTY LINE
25'
O R
IG
IN
A L
P R
O P
E R
TY
L
IN
E
TE
M
P O
R A
R Y
FE
N
C
IN
G
BM-101
MAG NAIL
N:659727.04 E:1731445.07
EL:563.55
Tree #1042
D
Tree #1110
Tree #1127
W Tree #1187
Tree #1190 Tree #1194 Tree #1196
GV
GV
GV
GV
W W
W
W W
W
W
W
W
W
W
DY
H
Tree #1509
Tree #1533
Tree #1556
FFE:563.89
WV
WV
D
D
D D
D
F C
ST ST ST
WV
WV
WV
WV
WV
WV
WV
WV
SECURITY
BOOTH
558 55
UT
IP
IP
Project Number
Building Number
Drawing Number
Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
626-22-700
SLP AWBRevisions: Date:
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES Project No.: 22328
1221 N. Pennsylvania St.
Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com
GD Project No.: 23.3101
Project Title
Location
Issue Date
100% FINAL BID
DOCUMENTS
FULLY SPRINKLERED
Phase
EHRM INFRASTRUCTURE
UPGRADES DESIGN
1310 24TH Avenue South Nashville, TN 37212
02/16/2024
EROSION CONTROL PLAN
CJ101
N
0 4020
EROSION CONTROL PLAN KEYNOTES
IP
KEY PLAN
MH
MH
MH
MH
ORIGINAL PROPERTY LINE
O R
IG
IN
A L
P R
O P
E R
TY
L
IN
E
O R
IG
IN
AL
P
R O
PE
R
TY
L
IN
E
MH
MH
CJ102
CJ101
MATCH LINE - SEE SHEET CJ102
1. CONSTRUCTION LIMITS
2. PERMANENT SEEDING
3. INLET PROTECTION
4. CONSTRUCTION STAGING AREA
5. CONCRETE WASHOUT
G
F C
FFE:550.60
F C
FFE:550.50
FFE:564.19
FFE:550.63
ICV
ICV
Tree #7851
S
P
D
W
ICV
ICV
F C
D
S
D S
D
FFE:554.47
SAN
SAN
(417.00)
UNITED STATES OF AMERICA
SEE DEED REFERENCES SHEET 1
(104.00)
VANDERBILT UNIVERSITY MEDICAL CENTER
GROUND LEASE 'TRACT F'
INST.NO. 20160429-0042101, R.O.D.C.,TN
'' S
A N
''S
A N
'' S
A N
'' S
A N
'' S
A N
'' S
A N
''S
A N
'' S
A N
SAN
S
DETACHED
BUILDING
STAIRS
AC
C
ES
S
R
AM
P
5' CHAIN
LINK
8' CHAIN
LINK
8' CHAIN
LINK
6' CHAIN LINK,
TEMPORARY
CONSTRUCTION
FENCING
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
OVERHEAD
WALKWAY
LANDSCAPED
AREA
LANDSCAPED
AREA
6' PVC
PANEL
FENCE
S
Tree #10441
Tree #10442
Tree #10443
S7 ° 2
3'
6" W
8.
ROBINSON
RESEARCH
BUILDING
15' UTILITY
EASEMENT
DEED BOOK 5276,
PAGE 815,
R.O.D.C.,TN
O R
IG
IN
AL
P
R O
PE
R
TY
L
IN
E
TEMPORARY
FENCING
OVERHEAD
WALKWAY
MATCH LINE SHEET 2
MATCH LINE SHEET 3
FFE:564.27
Tree #5946
S
WV
S
FFE:564.01
D
FFE:560.53
G
G
W
WW
W
WW
WWD
Y
H
D
WV
WV
P
P
D
G
WV
W
W
WW
W
WW
W
WW
W
WW
W
WW
W
WW
W
WW
W
WW
W
W
WV
FFE:563.91
D
SD
FFE:564.21
FFE:564.34
WV
WV
W W
WW
W W
WW
WWWW
W
WV
DY
H
WV
S
S S
D
WV
WV
WV
WV
S D
G
GV
SAN
BM-900
MAG NAIL
N:659204.49 E:1731412.81
EL:560.72
IE:539.96 BOTTOM OF
VAULT, NO PIPES
VISIBLE
TRASH COMPACTOR
U T
U T
U T
U T
U T
U T
U T
U T
UT
UT
UT
UT
UT
IP
3 IP
IP
Project Number
Building Number
Drawing Number
Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
626-22-700
SLP AWBRevisions: Date:
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES Project No.: 22328
1221 N. Pennsylvania St.
Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com
GD Project No.: 23.3101
Project Title
Location
Issue Date
100% FINAL BID
DOCUMENTS
FULLY SPRINKLERED
Phase
EHRM INFRASTRUCTURE
UPGRADES DESIGN
1310 24TH Avenue South Nashville, TN 37212
02/16/2024
EROSION CONTROL PLAN
CJ102
N
0 4020
EROSION CONTROL PLAN KEYNOTES
1. CONSTRUCTION LIMITS
2. PERMANENT SEEDING
3. INLET PROTECTION
4. CONSTRUCTION STAGING AREA
5. CONCRETE WASHOUT
IP
KEY PLAN
MH
MH
MH
MH
ORIGINAL PROPERTY LINE
O R
IG
IN
A L
P R
O P
E R
TY
L
IN
E
O R
IG
IN
AL
P
R O
PE
R
TY
L
IN
E
MH
MH
CJ102
CJ101
MATCH LINE - SEE SHEET CJ101
Project Number
Building Number
Drawing Number
Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
626-22-700
SLP AWBRevisions: Date:
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES Project No.: 22328
1221 N. Pennsylvania St.
Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com
GD Project No.: 23.3101
Project Title
Location
Issue Date
100% FINAL BID
DOCUMENTS
FULLY SPRINKLERED
Phase
EHRM INFRASTRUCTURE
UPGRADES DESIGN
1310 24TH Avenue South Nashville, TN 37212
02/16/2024
EROSION CONTROL DETAILS
CJ501
| Sheets and Views |
| CI001 CIVIL GENERAL NOTES AND LEGEND |
| CS101 SITE DEVELOPMENT PLAN |
| CS102 SITE DEVELOPMENT PLAN |
| CS501 SITE DEVELOPMENT DETAILS |
| CU101 PLAN AND PROFILE |
| CJ101 EROSION CONTROL PLAN |
| CJ102 EROSION CONTROL PLAN |
| CJ501 EROSION CONTROL DETAILS |
File details come from the government source that posted it. Updated .