1686626dwg03of14_CIVIL.pdf
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- Solicitation number
- N4008525R2500
About this file
This file contains civil engineering drawings and specifications for a dental clinic replacement project at Marine Corps Recruit Depot (MCRD) Parris Island, SC. The drawings detail site plans, demolition plans, grading and drainage plans, erosion control plans, and utility plans across three construction phases.
The project involves demolishing existing Buildings 602 and 674, and constructing a new dental clinic with elevated foundations to protect against flooding. Key components include installation of new water, sanitary sewer, and storm drainage systems; construction of parking lots and sidewalks with precast interlocking concrete pavers; ground improvements including aggregate piers and earthquake drains; mechanical yard enclosure; and connection to the district steam system. The plans show detailed utility layouts, including a 10" PVC water main, 8" fire service line, 4" domestic service line, and various storm drain structures. Construction will be phased, with Phase 1 involving temporary steam line installation, Phase 2 focusing on new clinic construction, and Phase 3 covering demolition of the existing clinic and construction of additional parking. Extensive erosion control measures and tree protection requirements are specified throughout all phases.
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* SEE VF SHEETS FOR BORING LOCATIONS.
12908798
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PROJECT LOCATION
NEW CLINIC SITE
HAUL ROUTE
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BOULEVARDDE FRANCE
MALECON DRIVE
MAIN GATE
12908799
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CONSTRUCTION NOTES
1. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS
OR NOT. BEFORE DISRUPTING SERVICE OF ANY UTILITY, THE CONTRACTOR SHALL CONTACT
THE CONTRACTING OFFICER AND THE RESPONSIBLE UTILITY AUTHORITY. DAMAGE TO EXISTING UTILITIES AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPAIRED IMMEDIATELY BY
THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT AND AT NO COST TO THE
AFFECTED UTILITY AUTHORITY.
2. UNLESS INDICATED OTHERWISE, EXISTING UTILITIES SHALL REMAIN IN SERVICE AND IN PLACE.
IF RELOCATION OF EXISTING UTILITIES IS FOR THE CONTRACTOR'S CONVENIENCE,
INTERRUPTION OF SERVICE SHALL BE KEPT TO A MINIMUM AND SHALL BE DONE AT THE
CONTRACTOR'S EXPENSE, AND ONLY WITH THE WRITTEN APPROVAL OF THE CONTRACTING
OFFICER. PRIOR TO RELOCATING EXISTING UTILITIES, THE CONTRACTOR SHALL COORDINATE
THE WORK WITH THE CONTRACTING OFFICER IN ORDER TO MINIMIZE DISRUPTIONS.
3. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL STATE EPA REQUIREMENTS AND
FEDERAL AND LOCAL LAWS REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY, AND
ENVIRONMENTAL QUALITY.
4. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS,
BARRICADES, TEMPORARY FENCING AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL
NECESSARY PRECAUTIONS FOR THE PROTECTION, CONVENIENCE AND SAFETY OF THE PUBLIC.
5. THE CONTRACTOR, AT HIS/HER OWN EXPENSE, SHALL KEEP THE PROJECT AND ITS
SURROUNDING AREAS FREE FROM DUST NUISANCE. THE WORK SHALL BE IN CONFORMANCE
WITH THE SPECIFICATIONS AND AIR POLLUTION STANDARDS OF THE STATE ENVIRONMENTAL
PROTECTION AGENCY. THE CONTRACTING OFFICER MAY REQUIRE SUPPLEMENTARY
MEASURES AS NECESSARY.
6. IN THE EVENT ANY ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION
OPERATION, THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK AND NOTIFY THE
CONTRACTING OFFICER.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE APPLICABLE
PROVISIONS OF THE WATER QUALITY STANDARDS AND WATER POLLUTION CONTROL
STANDARDS OF THE STATE EPA.
8. AN ARBORIST SHALL BE PRESENT TO OVERSEE ANY PRUNING OR ROOT CUTTING OF LIVE OAK
TREES.
GRADING NOTES
1. ALL GRADING WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL NOT PERFORM ANY GRADING OPERATION WHICH CAUSES FALLING
ROCKS, SOIL OR DEBRIS, IN ANY FORM, TO FALL, SLIDE OR FLOW INTO BASE DRAINAGE
SYSTEMS, ONTO ADJOINING STREETS OR INTO NATURAL WATERCOURSES. SHOULD SUCH
VIOLATIONS OCCUR, THE CONTRACTOR MAY BE CITED AND THE CONTRACTOR SHALL
IMMEDIATELY MAKE ALL REMEDIAL ACTIONS NECESSARY AT NO ADDITIONAL COST TO THE
GOVERNMENT.
3. ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATERS FROM DAMAGING THE
CUT FACE OF AN EXCAVATION OR THE SLOPED SURFACES OF A FILL. FURTHERMORE,
ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SEDIMENT-LADEN RUNOFF FROM
LEAVING THE SITE.
4. ALL SLOPES AND EXPOSED AREAS SHALL BE SODDED OR PLANTED AS SOON AS FINAL GRADES
HAVE BEEN ESTABLISHED. PLANTING SHALL NOT BE DELAYED UNTIL ALL GRADING WORK HAS
BEEN COMPLETED. GRADING TO FINAL GRADE SHALL BE CONTINUOUS AND ANY AREA WITHIN
WHICH WORK HAS BEEN INTERRUPTED OR DELAYED SHALL BE PLANTED.
5. FILLS ON SLOPES STEEPER THAN 5:1 SHALL BE KEYED.
6. NO GRADING WORK SHALL BE DONE ON SATURDAYS, SUNDAYS OR HOLIDAYS AT ANY TIME
WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER.
7. THE LIMITS OF THE AREA TO BE CLEARED, CLEARED AND GRUBBED, OR GRADED SHALL BE
FLAGGED BY THE CONTRACTOR BEFORE THE COMMENCEMENT OF THE GRADING WORK.
8. ALL GRADING OPERATIONS SHALL BE PERFORMED IN CONFORMANCE WITH THE APPLICABLE
PROVISIONS OF THE STATE EPA WATER POLLUTION CONTROL AND WATER QUALITY
STANDARDS AND THE NPDES PERMIT FOR THE PROJECT.
9. TEMPORARY EROSION CONTROL PROCEDURES SHALL BE SUBMITTED TO THE CONTRACTING
OFFICER FOR APPROVAL PRIOR TO APPLICATION FOR THE GRADING PERMIT.
10. DURING CONSTRUCTION, PREVENTIVE MEASURES SHALL BE USED TO CONTROL FORESEEABLE
DUST, AND EROSION AND SEDIMENTATION PROBLEMS WHICH MAY ARISE AS WORK
PROGRESSES. THE CONTRACTOR SHALL SPRINKLE THE SOIL AT THE SITE, HAUL ROADS, AND
OTHER AREAS DISTURBED BY OPERATIONS, OR TREAT WITH DUST SUPPRESSANTS.
11. ALL EXPOSED AREAS WHICH ARE NOT AT FINAL GRADE AND WHICH ARE TO BE LEFT EXPOSED
LONGER THAN 2 WEEKS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION TO THE
SATISFACTION OF THE CONTRACTING OFFICER.
HAZARDOUS MATERIALS NOTES
1. ALL HAZARDOUS MATERIALS BROUGHT TO THE SITE BY THE CONTRACTOR SHALL BE REMOVED
AT PROJECT COMPLETION. HAZARDOUS MATERIALS STORED DURING CONSTRUCTION SHALL BE
COVERED AND PROTECTED FROM THE ELEMENTS.
2. ANY HAZARDOUS (E.G. LEAD WASTE) OR NON-REGULATED WASTE (E.G. PETROLEUM SPILLS)
PRODUCED DURING CONSTRUCTION, MUST BE PROFILED AND MANIFESTED. ENVIRONMENTAL
DIVISION MUST REVIEW AND SIGN PROFILES AND MANIFESTS AS THE GENERATOR.
SITE & UTILITY DEMOLITION NOTES
1. SAW CUT ON A SMOOTH AND STRAIGHT LINE AT THE BOUNDARY BETWEEN THE EXISTING
PAVEMENT (CONCRETE OR BITUMINOUS) THAT IS TO REMAIN AND THAT TO BE REMOVED.
2. ALL TRENCHES EXCAVATED TO REMOVE EXISTING UTILITIES SHALL BE BACKFILLED WITH
STRUCTURAL FILL AND COMPACTED IN 6 INCH LIFTS. THE LEVEL OF COMPACTION EFFORT
SHALL BE AS REQUIRED IN SPECIFICATION SECTION 31 23 00.00 20, "EXCAVATION AND FILL".
3. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF OFF
GOVERNMENT PROPERTY. ALL DEBRIS SHALL BE DISPOSED OF IN A LANDFILL LICENSED BY THE
STATE OF SOUTH CAROLINA TO RECEIVE THE SPECIFIC DEMOLITION DEBRIS. CONTRACTOR IS
RESPONSIBLE FOR ANY PERMITS OR FEES ASSOCIATED WITH DISPOSAL OF DEMOLISHED AND
REMOVED MATERIALS IN ACCORDANCE WITH LOCAL REGULATIONS.
4. THE BURNING OF CONSTRUCTION DEBRIS OR TRASH ON GOVERNMENT PROPERTY IS NOT
ALLOWED.
5. ANY TYPE OF BLASTING ON THIS PROJECT IS NOT ALLOWED.
6. DEMOLISH AND REMOVE ALL UNDERGROUND UTILITIES AS SHOWN ON THE PLANS. PRIOR TO
DEMOLITION, COORDINATE WITH UTILITY PROVIDERS AND OWNER AS NECESSARY FOR VALVE
CLOSURES, RE-ROUTING ETC.
7. PROVIDE TEMPORARY UTILITY MEASURES AS REQUIRED.
8. REFER TO THE SPECIFICATIONS FOR UTILITY OUTAGE REQUIREMENTS.
9. COORDINATE DEMOLITION OF ALL ITEMS WITH PROPOSED IMPROVEMENTS.
10. FIELD VERIFY EXISTING SANITARY SERVICES AND MAINTAIN SANITARY SEWER SERVICE TO
EXISTING BUILDINGS ADJACENT TO (UPSTREAM OF) THE PROJECT.
11. UTILITY LOCATIONS INDICATED ARE APPROXIMATE, AND MUST BE FIELD VERIFIED BY THE
CONTRACTOR.
12. WATER AND SANITARY UTILITIES ARE OWNED BY BEAUFORT-JASPER WATER AND SEWER
AUTHORITY (BJWSA). THE CONTRACTOR MUST COORDINATE ALL WORK THROUGH MR. JOSEPH
GENTILE, MCRD PARRIS ISLAND CONTRACT OFFICER REPRESENTATIVE UTILITIES
PRIVATIZATION CONTRACT (TELEPHONE: 843-228-4587, EMAIL: joseph.gentile@usmc.mil).
13. ADJUST TOP ELEVATIONS OF EXISTING CLEANOUTS, VALVES, MANHOLES, ETC OF ALL UTILITIES, THAT ARE TO REMAIN, TO FLUSH WITH FINISHED GRADE. FOR UTILITIES THAT ARE TO REMAIN, REPLACE ALL UTILITY FRAME AND COVERS WITH H-20 TRAFFIC RATED. ADJUST HOSE
CONNECTIONS OF EXISTING FIRE HYDRANTS TO CLEARANCES INDICATED FOR NEW FIRE
HYDRANTS.
GENERAL NOTES
1. THE AREA WITHIN CONSTRUCTION LIMITS AND NEW UTILITY ROUTES SHALL BE THE LIMITS OF
NEW CONSTRUCTION.
2. PRIOR TO ANY GROUND DISTURBANCE ACTIVITIES, THE CONTRACTOR SHALL OBTAIN A DIGGING
PERMIT FROM BASE PUBLIC WORKS DEPARTMENT (PWD) PRIOR TO THE START OF EXCAVATION
BY CONTACTING THE CONTRACTING OFFICER 30 CALENDAR DAYS IN ADVANCE.
3. PRIOR TO THE START OF ANY GROUND DISTURBANCE ACTIVITIES, THE CONTRACTOR SHALL
FIELD VERIFY THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES THAT ARE WITHIN THE LIMITS OF NEW CONSTRUCTION. COORDINATE UTILITY LOCATIONS WITH THE CONTRACTING
OFFICER.
4. ANY EXISTING FEATURE, STRUCTURE, SIDEWALK, CURB/GUTTER, PAVEMENT, UTILITY, ETC.
DISTURBED OR DAMAGED DURING CONSTRUCTION, WHICH ARE TO REMAIN, SHALL BE
RESTORED TO A CONDITION THAT IS EQUAL TO OR BETTER THAN ORIGINAL CONDITION AT THE
EXPENSE OF THE CONTRACTOR.
5. THE UNDERGROUND PIPES, CABLES OR DUCT LINES KNOWN TO EXIST AS INDICATED BY BASE UTILITY MAPS, TOPOGRAPHIC SURVEY, AND FROM AS-BUILT DRAWING RECORDS ARE INDICATED
ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF ALL
FACILITIES AND EXERCISE PROPER CARE IN EXCAVATING IN THE AREA. WHEREVER
CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE
CONTRACTOR SHALL EXPOSE THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO
VERIFY THEIR LOCATION, SIZE AND DEPTH PRIOR TO EXCAVATION FOR THE NEW LINES.
6. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO AND FROM ALL DRIVEWAYS AND STREETS.
ACCESS TO ALL EXISTING DRIVEWAYS, PAVED OR UNPAVED, SHALL BE PROVIDED AT ALL TIMES
DURING CONSTRUCTION. SIDEWALKS AND PEDESTRIAN PATHWAYS SHALL REMAIN OPEN AND
PROTECTED. IF WORK IS REQUIRED WITHIN PEDESTRIAN AREAS, PROVIDE RE-ROUTING
AROUND AFFECTED AREAS.
7. TREE PROTECTION FENCING IS REQUIRED TO BE INSTALLED AROUND ALL TREES SCHEDULED TO REMAIN. TREE PROTECTION FENCING SHALL BE HIGH VISIBILITY, AT LEAST 4' TALL PLACED
AT THE EXTENT OF EACH TREE'S CANOPY DRIPLINE. NO PARKING OF VEHICLES, STORAGE OF
EQUIPMENT, MATERIALS, AND SUPPLIES, PLACEMENT OF PORTABLE TOILETS OR
CONSTRUCTION TRAILERS SHALL BE ALLOWED IN THESE AREAS. CONTACT THE NATURAL
RESOURCES BRANCH OF THE ENVIRONMENTAL DIVISION AT (843) 228-3066 FOR ASSISTANCE
WITH THIS CONDITION.
8. BATS, WHICH ARE PROTECTED BY LAW, MAY USE THESE FACILITIES AND SURROUNDING TREES.
AT LEAST FIVE (5) DAYS PRIOR TO DEMOLITION ACTIVITY, CONTRACTOR WILL NEED TO CONTACT
THE NATURAL RESOURCES MANAGER IN ORDER TO REMOVE ANY BATS THAT MAY BE UTILIZING
THE STRUCTURE. CONTACT THE NATURAL RESOURCES BRANCH OF THE ENVIRONMENTAL
DIVISION AT (843) 228-3066 FOR ASSISTANCE WITH THIS CONDITION.
9. ALL PROJECT RELATED ACTIVITIES SHALL COMPLY WITH THE MIGRATORY BIRD TREATY ACT (MBTA). ACTIVE NESTS (I.E., NESTS WITH EGGS OR CHICKS) ARE PROTECTED YEAR-ROUND BY MBTA. IF AN ACTIVE NEST IS FOUND AT ANY TIME, STOP WORK IMMEDIATELY AND CONTACT THE NATURAL RESOURCES SECTION AT (843) 228-3066. PROJECT RELATED ACTIVITIES THAT WILL REQUIRE DISTURBANCE, REMOVAL OF AN ACTIVE NEST, OR THAT CAUSES A BREEDING BIRD TO
LEAVE THE NEST FOR PROLONGED LENGTHS OF TIME ARE NOT PERMITTED. ALL PROJECT
ACTIVITIES INVOLVING VEGETATION TRIMMING OR VEG REMOVAL REQUIRES AN INSPECTION OF
THE AREA FOR NESTING BIRDS TO BE MADE WITHIN 72 HOURS OF START OF THE PROJECT
BASED ON THE FOLLOWING NESTING SEASON REQUIREMENTS: 1 MARCH - 31 AUGUST;
PRIMARILY AFFECTS FORESTED AREAS, LANDSCAPED TREES, SHRUBS, GRASSLANDS AND
BUILDINGS. THIS REQUIREMENT CAN FLUCTUATE DEPENDING ON THE SPECIES AND OTHER
CONDITIONS, I.E. WEATHER, CLIMATE, NEST FAILURE/RE-NESTING ATTEMPTS, SO SOME TIME
FRAMES MAY FLUCTUATE OR HAVE TO BE ADJUSTED BASED ON CHANGING CONDITIONS AND
ACTUAL NESTING CONDITIONS. IF NESTS CONTAINING EGGS OR CHICKS ARE FOUND,
CONSTRUCTION ACTIVITIES MUST WAIT UNTIL THEY HAVE FLEDGED FROM THE NEST. IF
VEGETATION REMOVAL WILL COMMENCE THREE DAYS OR MORE AFTER THE INITIAL NEST
CHECK IS PERFORMED, THE CHECK MUST BE REPEATED PRIOR TO IMPLEMENTATION OF SUCH
ACTIVITIES.
10. REPORT ALL MATERIALS RECYCLED AS A RESULT OF THE DEMOLITION PROCESS TO THE BASE
RECYCLE MANAGER (BRAD WOODS, 843-228-3430, THOMAS.WOODS@USMC.MIL) VIA SOLID
WASTE / RECYCLE REPORT.
11. TOPOGRAPHIC SURVEY FIELDWORK WAS COMPLETED ON OCTOBER 20,2021 BY SOUTHEASTERN
LAND SURVEYING, INC.
12. BASIS OF DATUMS
HORIZONTAL: (GPS STATIC MEASUREMENTS)
SC NAD 83 G18 (GRS 1980 ELLIPSOID)
ARCHER - REFERENCE POSITION
DESIGNATION - ARCHER
PID NO. AI7195
VERTICAL:
NAVD 88
866 8445 TIDAL 1 - REFERENCE POSITION
(TRANSFERRED TO ARCHER BY DIFFERENTIAL LEVELING)
DESIGNATION - 866 8445 TIDAL 1 (VERTICAL ORDER, FIRST, CLASS II)
PID NO. CK0787
13. AZIMUTHS ARE BASED ON NORTH BEING AN AZIMUTH OF 0°.
12908800
ADDITIONAL NOTES
1. I HAVE PLACED MY SIGNATURE AND SEAL ON THE DESIGN DOCUMENTS SUBMITTED SIGNIFYING
THAT I ACCEPT RESPONSIBILITY OF THE DESIGN OF THE SYSTEM. FURTHER, I CERTIFY TO THE
BEST OF MY KNOWLEDGE AD BELIEF THAT THE DESIGN IS CONSISTENT WITH THE
REQUIREMENTS OF TITLE 48, CHAPTER 14 OF THE CODE OF LAWS OF SC, 1976 AS AMENDED,
PERSUANT TO REGULATION 72-300 ET SEQ. (IF APPLICABLE), AND IN ACCORDANCE WITH THE
TERMS AND CONDITIONS OF SCR100000.
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ABBREVIATIONS LEGEND
ABANDONED
ASPHALTIC CONCRETE
BUILDING
BENCHMARK
CURB & GUTTER
CATCH BASIN
CHILLED WATER
COLUMN
CONCRETE MASONRY UNIT
CLEANOUT
COMMUNICATION
CONSTRUCTION JOINT
CONTINUOUS
CONTRACTION JOINT
EASTING
DUCTILE IRON
DOWNSPOUT
ELECTRICAL BOX
ELECTRICAL BOX
EXISTING
EXPANSION JOINT
FIRE DEPARTMENT CONNECTION
FINISH FLOOR
FIRE HYDRANT
NATURAL GAS
GRATE INLET
HANDICAPPED CURB RAMP
INVERT
LIGHT POLE
ON CENTER
UTILITY PEDESTAL
PRE-MOLDED EXPANSION JOINT
POST INDICATOR VALVE
POLYVINYL CHLORIDE PIPE
REINFORCED CONCRETE PIPE
REDUCED PRESSURE BACKFLOW PREVENTER
ROOF DRAIN
ROOF DRAIN MANHOLE
REQUIRED WORK PROVIDED BY CONTRACTOR
SANITARY CLEANOUT
STORM DRAIN CATCH BASIN
STORM DRAIN MANHOLE
SANITARY MANHOLE
SANITARY SEWER
SANITARY SEWER MANHOLE
STANDPIPE
SUBSURFACE DRAIN
SIDEWALK
ELECTRICAL EQUIPMENT (SWITCH)
ELECTRICAL EQUIPMENT (TRANSFORMER)
TOP OF CURB
TOP ELEVATION
UNDER GROUND
UNKNOWN
WATER
WATER GATE VALVE #4
WATER METER
WATER MANHOLE
WATER GATE VALVE
ABND
AC
BLDG
BM
C & G
CB
CHW OR CW
COL
CMU
CO
COMM
CONST. JT.
CONT
CT. JT.
E
DI
DS
E.BOX
EB
EX OR EXST
EXP. JT.
FDC
FF OR FFE
FH
G
GI
HC
INV
LP
OC
PED
PEJ
PIV
PVC
RCP
RPBV
RD
RDMH
REQ'D
SCO
SDCB
SDMH
SMH
SS
SSMH
STP
SUD
SW
S T
TC
TE
UG
UNK
W
W GV 4
WM
WMH
WV
CONCRETE SIDEWALK
CONCRETE CURB & GUTTER
DOMESTIC WATER LINE
FIRE HYDRANT & VALVE ASSEMBLY
GATE VALVE & VALVE BOX (GV)
STORM DRAIN PIPE
SANITARY SEWER
SANITARY SEWER MANHOLE (SSMH)
GRADE CONTOURS
POINT OF CONNECTION NEW TO EXISTING
FIRE WATER LINE
SANITARY CLEANOUT (SSCO)
LIGHT POLE
CONCRETE CURB
UNDERGROUND POWER
WATER METER & BOX
SIGN
JUNCTION BOX
FW x
SS x
SD x
W
FW
SS
UTILITY POLE AND GUY WIRE
TREE
ELECTRICAL SWITCH
AERIAL POWER
STEAM & CONDENSATE LINE ST
UNDERGROUND COMMUNICATIONS LINE
L E G E N D
BUILDING
ASPHALT PAVING
DESCRIPTION EXISTING REQ'D DEMOLITION
CONCRETE PAVING
ABBREVIATION WORD
FW x
SS x
S
X X X X X X
COMMUNICATIONS MANHOLE
INFILTRATION TEST LOCATION & NUMBER
BOLLARD
POST INDICATOR VALVE (PIV)
FIRE DEPARTMENT CONNECTION (FDC)
NUC
DRAINAGE SWALE
ELECTRIC MANHOLE (EMH)
NUP
X
CHAIN LINK FENCE (CLF)
ROOF DRAIN PIPE
NATURAL GAS MAIN
FIRE DEPARTMENT CONNECTION MAIN
RD
X
X
X X X X X
X
X
SD x
SEE ELECTRICAL
SEE ELECTRICAL
SEE COMM
G x
X X X
ABANDONED
ABOVE GROUND STEAM
SUBSURFACE DRAIN SUD
X X X
DOWNSPOUT
CO
DS
SOIL BORING LOCATION & NUMBER B-1
INLET PROTECTION
SILT FENCE
AGGREGATE/STONE
ST
M
WW
MX
S
COMM
E
EM
INF-1
EMP
T COMM
RREINFORCED CONCRETE PAVING
ST x
TEST PIT LOCATION AND NUMBER TP-1
CONTROL POINT
TELEPHONE MANHOLE
COMMUNICATION PEDESTAL/BOX
TEL
C
JB
GRATE INLET
b
PRECAST INTERLOCKING
CONCRETE PAVERS
CONCRETECONC
WATER QUALITY INLETWQI
CURB INLETCI
BACKFLOW PREVENTER BFP
STEAM & CONDENSATE SHUTOFF VALVE
WW
C-003
G
EN
ER
AL
N O
TE
S, L
EG
EN
D
A
BB
RE
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N
S
DES BDS DRW BDS CHK DRG
F
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N A M E P .0 C
C .d w g
P
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E D W e d n e sd a y, A u g u st
:1 p m
U S E R b re n t.
sa ye rs
SCALE:
PROJECT NO:
CONSTR CONTR NO:
NAVFAC DRAWING NO:
AS NOTED
A
B
C
D
1 2 3 4
1 2 3 4
SHEET: OF
A
B
C
D
SEAL
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
FIRE PROTECTION
CHIEF ENG/ARCH
BRANCH MGR
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
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DSN
DLB
08/19/2024
Approved by Jason J. Root, NAVFAC / MFPO VIA SAT-TO Memo Dated 08/08/2024 Tracey Bond, Defense Health Agency VIA SAT-TO Memo Dated 08/19/2024
CONSTRUCTION PHASING:
GENERAL NOTES:
1. CONTRACTOR MUST ADHERE TO COMPLETION OF PRIOR PHASE WORKS PRIOR TO COMMENCEMENT OF NEXT PHASE.
CONTRACTOR MUST ACCOMMODATE OWNER ACTIVITY DURATION AS INDICATED. IF CONTRACTING OFFICER GRANTS REQUIREMENT DEVIATION TO PERMIT EARLY START OF ANY NEXT PHASE ACTIVITIES, REGARDLESS OF AMOUNT AND DURATION OF WORK, EACH CALENDAR DAY OF EARLY START IS CONSIDERED FULL CALENDAR SCHEDULE DAY GAINED
BY THE GOVERNMENT AND THE GOVERNMENT MUST BE COMPENSATED ACCORDINGLY.
2. ACTIVITIES LISTED BELOW REPRESENT MAJOR ACTIVITIES WITHIN EACH PHASE, HOWEVER, THE LIST IS NOT INCLUSIVE OF ALL ACTIVITIES REQUIRED TO COMPLETE EACH PHASE. ACTIVITIES WITHIN EACH PHASE MAY BE COMPLETED CONCURRENTLY OR IN A DIFFERENT ORDER THAN WHAT IS SHOWN BELOW, UNLESS INDICATED OTHERWISE IN THE
CONTRACT DOCUMENTS.
PHASE I:
1. INSTALL TEMPORARY CONSTRUCTION FENCING.
2. DEMOLITION OF SIDEWALK AND PAVEMENT IN LOCATION OF TEMPORARY ABOVE GROUND STEAM LINE.
3. INSTALL TEMPORARY ABOVE GROUND STEAM LINE.
4. DEMOLITION OF PORTION OF EXISTING ABOVE GROUND STEAM PIPING AND SUPPORTS.
5. REMOVE CONSTRUCTION FENCING.
PHASE II:
1. SITE PREPARATION AND MOBILIZATION.
2. INSTALL CONSTRUCTION FENCE AND CONSTRUCTION EXIT.
3. PRIOR TO COMMENCING FOLLOWING PHASE 2 WORK, INSTALL INITIAL EROSION AND SEDIMENT CONTROL MEASURES TO
INCLUDE TREE PROTECTION.
4. DEMOLISH SITE IMPROVEMENTS (INCLUDES BUT IS NOT LIMITED TO BLDG. 602, FOUNDATIONS, PAVEMENT, SITE UTILITIES, ABOVE AND UNDERGROUND STRUCTURES, ETC.)
5. ROUGH GRADE AND INSTALL GROUND IMPROVEMENT MEASURES.
6. COMMENCE BUILDING FOUNDATION.
7. INSTALL UTILITIES (SANITARY, WATER, STORM, GAS, ELECTRICAL, TELECOM, STEAM, ETC.) INCLUDING OFFSITE UTILITIES.
8. INSTALL PHASE 2 STABILIZATION EROSION AND SEDIMENT CONTROL.
9. CONSTRUCT NEW CLINIC.
10. CONSTRUCT NEW MECHANICAL YARD ENCLOSURE.
11. INSTALL PAVEMENT INCLUDING BUT NOT LIMITED TO SIDEWALK, PARKING LOTS, PADS, ETC.
12. INSTALL ABOVE GROUND INFRASTRUCTURE (SIGNAGE, SITE FURNISHINGS, ETC.)
13. FINAL PUNCH WORK AND BUILDING ACCEPTANCE.
14. INSTALL LANDSCAPING.
15. REMOVE SITE EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION FENCE.
16. AFTER REMOVAL OF EROSION AND SEDIMENT CONTROL MEASURES, PROVIDE 30 CALENDAR DAYS FOR OWNER INITIAL
OUTFITTING AND TRANSITION PRIOR TO BEGINNING PHASE 3 WORK.
PHASE III:
1. AFTER OWNER HAS VACATED BUILDING 674, SITE PREPARATION AND MOBILIZATION
2. INSTALL CONSTRUCTION FENCE AND CONSTRUCTION EXIT.
3. PRIOR TO COMMENCING THE FOLLOWING PHASE 3 WORK, INSTALL INITIAL EROSION AND SEDIMENT CONTROL MEASURES TO
INCLUDE TREE PROTECTION.
4. DEMOLISH SITE IMPROVEMENTS (INCLUDES BUT IS NOT LIMITED TO BLDG. 674, FOUNDATIONS, PAVEMENT, SITE UTILITIES, ABOVE AND UNDERGROUND STRUCTURES, ETC.)
5. ROUGH GRADE.
6. INSTALL UTILITIES (STORM, ELECTRICAL, TELECOM, ETC.)
7. INSTALL PHASE 3 STABILIZATION EROSION AND SEDIMENT CONTROL.
8. CONSTRUCT NEW PARKING LOT AND SIDEWALKS.
9. INSTALL ABOVE GROUND INFRASTRUCTURE (SIGNAGE, SITE FURNISHINGS, ETC.)
10. FINAL PUNCH WORK.
11. INSTALL LANDSCAPING.
12. REMOVE EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION FENCE.
12908801
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CO
SS
S
S b b b b bb
C u x C u x C u x
TEL
C
C
TEL
Cu x
Cu x
Cu x Cu x
Cu x
ET
ET
E
EM
EM
EM
E x
E u x
E u x
E u x
W
M
Wx
W x
W x
C u x
C u x
C u x
E
S
S
EM
EM
JB
S
JB
CO
CO
CO
CO
ST
x
ET
ET
ET
ET
A A
A A
A
A
F
EM
EM
W
W
W
W
WW
W
M
WM
E
E
E
A
TEL
TEL
E
EA
P
EAP
E
SS x
SS x
T44
T37
T38
T40 T39
T41
T10 b
W W
S S TEL
TEL
JB
FLP=14.99'
FLP=14.95'
W
JB
C
SS S
WV
b b
R
AM
P
RAMP
CSA
WM
W x
Wx
SD x
SD x
JB
SD
x
SS
x
SS
x
SS x SS x
SS
x
SS
x
SS
x
W
ET
EPANEL
X 2
E u x
E u x
E u x
EUP
E x
E x
ST 28
SD x
ST 11
ST 5
ST 4
SD
x
SD
x
SD x SD x SD x
SD
x
ST 19
ST 20
ST 21
ST 22
ST 23
ST 24
ST 25
ST 29
ST 30
SS 4
SS x
SS x SS x
ASPHALT
CONC. P
'KING
CONC.
RAMP
CHILL
PAD
HOT BOX
LANDING
PROPANE
DOCK
8"-16" BRICK WALL
AS
PH
AL
T
ASPHALT
AS
PH
AL
T
8" CONC.
WALL
8"
CONC.
WALL 10" CONC. WALL
10" CONC. WALL
6" TRENCH DRAIN
8" CONC. WALL
8" B
RICK W
ALL
8" B
RICK W
ALL
8" B
RICK W
ALL
CONC/BRICK BARRIERS
C O
N C
/B R
IC
K
BA
R
R
IE
R S
ABDAN'D CONC. P
AD
CSA
FFE:15.54' FFE:15.53'
Wx
FFE: 12.84'
FF
E
FFE:15.47'
FFE:15.48'FFE:15.55'
FFE:15.58'
CSAFFE:15.51'
FFE:11
.17
FFE:11
.25
FFE:15
.53
FFE: 12
.52
FFE:12
.53
'FFE:12
.53
FFE:11
.19
FFE:11
.09
FFE:11
.17
FFE:12
.48
' FFE: 10
.43
FFE:15.47'
.49
CSA
CSA
W x
W x
W x
Wx
Wx
Wx
SS x SS x
A
A
E
T
SD x SD x
ST 27
E
SS 3
STxST x
ST
x
STx
13 13
11 8
SD
x
SD
x
Wx Wx Wx Wx Wx Wx Wx
Wx Wx Wx Wx Wx Wx Wx Wx
B-1
B-2
B-3 INF-1
INF- 2
TP-2
CPT-1
B-5
B-6
INF-3
CPT-2
B-4
SET REBAR & CAP
N=188058.5566
E=2097092.8585
ELEV=7.78'
SET REBAR & CAP
N=188078.6813
E=2097606.0704
ELEV=9.32'
SET REBAR & CAP
N=188621.9972
E=2097134.4011
ELEV=13.55'
Wx Wx Wx Wx Wx Wx Wx
W
W x
Wx
Wx
Wx
Wx
10" WATER MAIN
16" DIP WATER MAIN
12" W
ATER MAIN
12" W
ATER MAIN
FH
P
I00
FH PI0110FH PI0030
6" WATER
BLD
G 60
1 S
TORY
BLDG 674
2 STORY
6" WATER
12" WATER MAIN
FH PI0026
VF103
VF102
VF101
O
VE
RA
LL
E
XI
ST
IN
G S
IT
E
C O
N D
IT
IO
N S
PL
AN
PLAN NORTH
SITE CONDITIONS PLAN
1" = 50'
OVERALL EXISTING
0 25' 50' 100'
SCALE: 1"=50'
NOTES:
1. SEE SHEETS C-002 & C-003 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.
2. TOPOGRAPHIC SURVEY FIELDWORK WAS COMPLETED ON OCTOBER
20,2021 BY SOUTHEASTERN LAND SURVEYING, INC.
3. BASIS OF DATUMS
HORIZONTAL: (GPS STATIC MEASUREMENTS)
SC NAD 83 G18 (GRS 1980 ELLIPSOID)
ARCHER - REFERENCE POSITION
DESIGNATION - ARCHER
PID NO. AI7195
VERTICAL:
NAVD 88
866 8445 TIDAL 1 - REFERENCE POSITION
(TRANSFERRED TO ARCHER BY DIFFERENTIAL LEVELING)
DESIGNATION - 866 8445 TIDAL 1 (VERTICAL ORDER, FIRST, CLASS II)
PID NO. CK0787
DES BDS DRW BDS CHK DRG
F
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N A M E P .0 C
V F .d w g
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E D W e d n e sd a y, A u g u st
:1 p m
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sa ye rs
SCALE:
PROJECT NO:
CONSTR CONTR NO:
NAVFAC DRAWING NO:
AS NOTED
A
B
C
D
1 2 3 4
1 2 3 4
SHEET: OF
A
B
C
D
SEAL
SY
M
D
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C R
IP
TI
O N
D
AT
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AP
PR
FIRE PROTECTION
CHIEF ENG/ARCH
BRANCH MGR
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
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IN
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C
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MA
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M
ID
-A
TL
AN
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MT / SVR
EJA
DSN
DLB
08/19/2024
Approved by Jason J. Root, NAVFAC / MFPO VIA SAT-TO Memo Dated 08/08/2024 Tracey Bond, Defense Health Agency VIA SAT-TO Memo Dated 08/19/2024
BLVD. DE FRANCE
ALASKA ST.
BLDG. 670
PHASE 3 LIMITS
PHASE 2 LIMITS
PHASE 1 LIMITS
BLDG. 6002
12908802
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S
S b b b b bb
T26 T25 T22 T21
T24
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C u x C u x C u x C u x C u x
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C
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x
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SS x SS x SS x
VIDPOLE
BOLLARDS METAL TYP. X 3
BOLLARDS
METAL TYP.
X 7
FLAGPOLES X 4
SIGNAL
RAMP
RAMP
RAMPRAMP
12" BRICK WALL
BLD
G 60
CONC. P'KING LOT
CONCRETE
CONC. P
'KING
CHILL
PAD
LANDING
PROPANE
8"-16" BRICK WALL
AS
PH
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PA
RK
IN
G
ASPHALT
AS
PH
AL
T
ASPHALT
16"
DIMEN
WALL
18"
CONC.
WALL
8" BRICK WALL
8" B
RICK W
ALL
8" B
RICK W
ALL
8" B
RICK W
ALL
CONC/BRICK BARRIERS
C O
N C
/B R
IC
K
BA
R
R
IE
R S
ABDAN'D CONC. P
AD
Wx
Wx
FFE: 12.84'
CSA
FFE:11
.17
FFE:11
.25
FFE:15
.53
FFE: 12
.52
FFE:12
.53
'FFE:12
.53
FFE:11
.19
FFE:11
.09
FFE:11
.17
FFE:12
.48
' FFE: 10
.43
CSA
CSA
W x
W x
W x
W x
W x
W x
W x
SS x SS x SS x SS x
T
SD x SD x SD x SD x
ELEC. BREAKERS X 4
FREESTANDING
MECH. GATE
E
RAMP
T16
T17
STx STx
ST
x
ST
x
STx
STx
13 13
SD
x
SD
x
SD
x
SD
x
SD
x
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
B-1
B-2
B-3 INF-1
INF- 2
TP-2
CPT-1
CPT-2
SS x
SET REBAR & CAP
N=188058.5566
E=2097092.8585
ELEV=7.78'
E=2097134.4011
ELEV=13.55'
Wx Wx
WW
W x
W x
W x
Wx
Wx
Wx
10" WATER MAIN
16" DIP WATER MAIN
12" W
ATER MAIN
12" W
ATER MAIN
FH
P
I00
FH PI0110FH PI0030
6" WATER
BLD
G 60
1 S
TORY
MATCHLINE
SHEET VF103
VF102
EX
IS
TI
N
G S
IT
E
C O
N D
IT
IO
N S
PL
AN
PH
AS
E
II
PLAN NORTH
CONDITIONS PLAN - PHASE II
1" = 30'
EXISTING SITE
0 15' 30' 60'
SCALE: 1"=30'
NOTES:
1. SEE SHEETS C-002 & C-003 FOR GENERAL NOTES,
LEGEND, AND ABBREVIATIONS.
DES BDS DRW BDS CHK DRG
F
IL
E
N A M E P .0 C
V F .d w g
P
LO
TT
E D W e d n e sd a y, A u g u st
:1 p m
U S E R b re n t.
sa ye rs
SCALE:
PROJECT NO:
CONSTR CONTR NO:
NAVFAC DRAWING NO:
AS NOTED
A
B
C
D
1 2 3 4
1 2 3 4
SHEET: OF
A
B
C
D
SEAL
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
FIRE PROTECTION
CHIEF ENG/ARCH
BRANCH MGR
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DE
NT
AL
C
LI
NI
C
RE
PL
AC
EM
EN
T
DATE
P-7889
PA
RR
IS
IS
LA
ND
, S C
MC
RD
PA
RR
IS
IS
LA
ND
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
M
ID
LA
N
T D
C C
O R
E
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
C
OM
MA
ND
M
ID
-A
TL
AN
TI
C
MT / SVR
EJA
DSN
DLB
08/19/2024
Approved by Jason J. Root, NAVFAC / MFPO VIA SAT-TO Memo Dated 08/08/2024 Tracey Bond, Defense Health Agency VIA SAT-TO Memo Dated 08/19/2024
T34
OAK 28": DRIP 31'
T10
PALM 12": DRIP 5'
T16
PALM UNK. DRIP & SIZE
T13
PALM 12": DRIP 5'
T14
PALM 11": DRIP 4'
T15
PALM 12": DRIP 9'
T37
OAK 28": DRIP 23'
T36
MAGNOLIA 6": DRIP 4'
T32
PALM 11": DRIP 7'
T23
PALM 12": DRIP 4'
T22
OAK 31": DRIP 38'
T21
OAK 24": DRIP 20'
T19
PALM 12": DRIP 6'
T31
OAK 32": DRIP 32'
T 1
PINE 34": DRIP 32
T2
PINE 30": DRIP 27'
T3
PINE 26": DRIP 24'
T5
OAK 32": DRIP 24'
T6
PALM 11": DRIP 6'
T4
PALM 12": DRIP 6'
T7
CEDAR 48": DRIP 21'
T8
OAK 42": DRIP 27'
T9
PALM 11": DRIP 4'
T11
PALM 9": DRIP 4'
T12
PALM 11": DRIP 4'
T17
PALM UNK. DRIP & SIZE
T18
PALM 12": DRIP 6'
T20
PALM 9": DRIP 4'
T33
OAK 28": DRIP 28'
T35
OAK 26": DRIP 22'
T27
OAK 50": DRIP 38'
T30
PALM 12": DRIP 9'
T39
PALM 14": DRIP 8'
T25
OAK 36": DRIP 43'
T24
PALM 12": DRIP 9'
T26
OAK 45": DRIP 36'
T38
PALM 14": DRIP 5'
T29
PALM 11": DRIP 6'
T28
2 X PALM 12": DRIP 6'
T43
OAK 28": DRIP 23'
T46
OAK 12": DRIP 15'
T41
PALM 14": DRIP 6'
T40
PALM 14": DRIP 5'
T42
OAK 30": DRIP 32'
T45
MAGNOLIA 10": DRIP 16'
T44
OAK 28": DRIP 20'
T49
PALM 11": DRIP 7'
T52
OAK 28": DRIP 20'
T47
PALM 11": DRIP 8'
T48
PALM 11": DRIP 8'
T51
OAK 10": DRIP 11'
T50
OAK 22": DRIP 22'
T53
OAK 26": DRIP 23'
T56
OAK 14": DRIP 19'
T54
OAK 16": DRIP 26'
T55
OAK 26": DRIP 30'
T57
OAK 14": DRIP 12'
ST 27
TOP OF GRATE=12.12'
UNK INV & SIZE IN FROM RD(S)
INV OF UNK SIZE OUT(E)=8.01'
GRATE INACCESSIBLE
ST 16
TOP OF CURB INLET=8.85'
INV 24"RCP IN(W)=4.65'
INV 24"RCP OUT(E)=4.55'
ST 13
TOP OF GRATE=8.12'
INV OF UNK SIZE OUT(E)=5.33'
SILTED/FULL
ST 14
TOP OF GRATE=7.77'
INV 18"RCP IN(N) TO SUT SAVER
INV 18"RCP IN(S) 3.87'
INV 24"RCP OUT(W) 3.90'
ST 15
TOP OF CURB INLET=8.46'
INV 24"RCP IN(W)=4.12'
INV 24"RCP OUT(E)=4.16'
ST 30
HOODED GRATE TOP=12.50'
INV 12"RCP IN(S)=7.80'
INV 12"RCP OUT(N)=7.80'
ST 29
TOP OF GRATE:13.18'
INV 12"RCP OUT(N) 7.93'
ST 23
TOP OF GRATE=10.01'
INV 12"RCP IN(NE)=5.29'
INV 12"RCP OUT(SW)=5.29'
ST 24
TOP OF GRATE=10.09'
INV 12"RCP IN(NW)=5.97'
INV 12"RCP OUT(SW)=5.97'
ST 22
TOP OF GRATE=10.11'
INV 12"RCP IN(NE)=4.78'
INV 12"RCP OUT(SW)=4.69'
ST 21
TOP OF GRATE=10.21'
INV TABLE=4.20'
ST 19
TOP OF CURB INLET=9.46'
INV 18"RCP OUT(NE)=4.81'
ST 25
TOP OF GRATE=10.03'
INV OF UNK DIA OUT(NW) +/- 7.53'
GRATE SILTED
ST 1
TOP OF CURB INLET=9.29'
INV 12"RCP OUT(S)=6.12'
ST 2
TOP OF GRATE=7.26'
INV 12"RCP IN(N)=4.04'
INV 15"RCP IN(E)=3.79'
INV 15"RCP OUT(W)=3.79'
INV UNK SIZE (N/S) APPROX. TO
MH=4.21'
ST 3
TOP OF GRATE=7.43'
INV 12"RCP IN (N) 4.61'
INV 18"RCP IN(W) 3.99'
INV 18"RCP OUT(E) 3.93'
ST 5
TOP OF GRATE=6.83'
INV 12"RCP OUT (S)=4.97'
ST 6
TOP OF GRATE=7.44'
INV 18"RCP IN(E)=4.14'
INV 18" RCP OUT(W)=4.14'
INV UNK SIZE & DIRECTION=4.86'
ST 4
CURB INLET TOP=7.21'
INV 12"RCP IN(N)=4.47'
INV 12"RCP OUT(S)=4.35'
ST 7
TOP OF JUNCT. BOX=7.57'
INV 18"RCP IN(E)=3.88'
INV 12"RCP IN(S)=3.88'
INV 18" RCP OUT(W)=3.82'
ST 8
TOP OF JUNCT. BOX=7.41'
INV12" RCP IN(E)=4.19'
INV 12" RCP IN(S)=4.19'
INV 12" RCP OUT(N)=4.19'
ST 9
TOP OF GRATE INLET=7.13'
INV OUT(W)=4.04'
UNCERTAIN DIAMETER OUT
ST 11
TOP OF HOODED GRATE=7.16'
INV 18"RCP IN(W)=3.88'
INV 18"RCP OUT(E)=3.88'
ST 12
TOP OF GRATE=7.59'
INV 18"RCP IN(W)=3.72'
INV 18" RCP OUT(N)=3.72'
INV UNCERTAIN SIZE OUT(E)=3.72'
ST 17
TOP OF CURB INLET=9.06'
INV 24"RCP IN(W)=4.81'
INV 24"RCP OUT(E)=4.77'
ST 18
TOP OF GRATE=9.53'
INV 24"RCP IN(W)=4.93'
INV 24"RCP OUT(E)=4.97'
GRATE INACCESSIBLE
HOLDING WATER
ST 20
TOP OF GRATE=10.07'
INV TABLE=3.60'
SUT SAVER
ST 26
TOP OF JUNCT. BOX=15.37'
INV 18" RCP UNK DIRECTION=6.59'
OFF-SITE
ST 28
TOP OF GRATE=11.73'
INV OF UNK SIZE IN(W)=6.53'
INV OF UNK. SIZE OUT(E)=6.53'
GRATE INACCESSIBLE
ST 33
TOP OF JUNCT. BOX=12.94'
INV 12"RCP IN(S)=3.34'
INV 12"RCP OUT(N) 3.04'
ST 32
HOODED GRATE TOP=12.18'
INV 12"RCP IN(SW)=7.78'
INV 12"RCP OUT(N)=6.17'
ST 31
HOODED GRATE=12.39'
INV12"RCP IN(S)=7.89'
INV12"RCP OUT(N)=7.89'
ST 10
TOP OF JUNCT. BOX=8.02'
INV 18"RCP IN(E)=3.78'
INV 18"RCP OUT(W)=3.84'
TREE LABELS
STORM STRUCTURE LABELS
SS 10
SSMH TOP=7.93'
INV 8"PVC IN(W)=3.47'
INV 8"PVC OUT(E)=3.46'
SS 13
SSMH TOP=7.83'
INV PVC IN(W)=2.64'
INV PVC OUT(E)=2.54'
UNK DIAMETER IN/OUT
SS1
SS MANHOLE TOP=9.96'
INV 8"PVC IN(W)=4.52'
INV 8"PVC OUT(E)=4.52'
SS 2
SSMH TOP=9.18'
INV 8"PVC OUT(W)=4.32'
INV 8"PVC OUT(N)=7.32'
INV 8"PVC OUT(E)=4.28'
SS 3
CLEAN OUT
SS 5
SSMH TOP=8.35'
INV 8"PVC IN(W)=3.99'
INV8"PVC OUT(S)=3.97'
SS 6
SSMH TOP=8.60'
INV 8"PVC IN(W)=3.05'
INV 8"PVC IN(N)=3.64'
INV 8"PVC OUT(S)=3.04'
SS 4
SS MANHOLE TOP=12.24'
INV 6"PVC IN(W)=9.34'
INV 8"PVC IN(N)=8.74'
INV 8"PVC OUT(S)=8.72'
SS 7
SSMH TOP=6.91'
UNK. INV. & SIZE
OUTSIDE SURVEY LIMITS
SS 8
SSMH TOP=8.70'
INV 6"PVC IN(NE)=5.74'
INV 8"PVC OUT(S)=5.72'
SS 9
SSMH TOP=8.30'
INV 8"PVC IN(N)=4.54'
INV 8"PVC OUT(E)=4.40'
SS 11
SSMH TOP=8.25'
INV 8"PVC IN(W)=2.94'
INV 8"PVC OUT(E)=2.92'
SS 12
SSMH TOP=7.93'
INV 8"PVC IN(W)=3.01'
INV 8"PVC OUT(E)=3.01'
SANITARY STRUCTURE LABELS
BLVD. DE FRANCE
ALASKA ST.
12908803
AutoCAD SHX Text B
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text Y
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text U
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
S
S
C u x C u x
C
C
TEL
Cu x Cu x
Cu x
Cu x
Cu x
Cu x
Cu x Cu x
Cu x
Cu x
E x
E x
E x
WW Wx W x
W x
W x
S
S
EM
EM
JB
S
JB
CO
CO
ST
x
ET
ET
ET
ET
SIGN
A
F
EM
EM
WW
WW
WW
WW
M
WM
E
E
A
TEL
TEL
E
EA
P
EA
P
E
SS x
SS x
SS x
T35
T36
T1 T2
T3
T4
T5
T6 T7 T9
T8
T34
T33
T32 T31
T30 T29
T11
T44
T37
T38
T40 T39
T41
T43
T42
T53
T52
T54
T51
T50
T55 T56
T57
T10
T12 T13
WW
WW
10" RD PIPE: INV=17.18'
STUBS OUT OF WALL
FLP=14.99'
FLP=14.95'
JB
EA
P
WV
b
10" RD PIPE: INV=17.23'
STUBS OUT OF WALL
10" RD PIPE: INV=17.10'
STUBS OUT OF WALL
CONC. BBQ PAD - SILTED
R
AM
P
RAMP
CSA
W x
W x
W x
Wx
Wx
SD
x
SD x
SD x
SD x
SD x
SD x
SS
x
SS
x
SS
x
SS
x
SS x SS x
SS
x
SS
x
SS
x
SS
x
SS
x
WW
X
C u x
EUP
E x
E x
E x
E x
E x
E x
ST 28
ST 26
ST 18
ST 17
SD x ST 16
ST 15
SD x
SD x
ST 14
ST 11
SD
x
SD
x
SD
x
SD
x
ST 13
ST 12
SD x SD x
ST 10
ST 19
ST 20
ST 21
ST 22
ST 23
ST 29
ST 33
SD x
SD x
ST 30
ST 31
ST 32
SS 4
SS 1
SS 2
SS 5
SS 7
SS 9
SS 8
SS x
SS x
SS x
VIDPOLE
METAL TYP.
X 7
BLDG 670
ASPHALT
CONC. P
'KING
CONC.
RAMP
CHILL
PAD
HOT BOX
LANDING
PROPANE
DOCK
8"-16" BRICK WALL
ASPHALT
AS
PH
AL
T
PA
RK
IN
GAS
PH
AL
T
ASPHALT
AS
PH
AL
T
8" CONC.
WALL
8"
CONC.
WALL 10" CONC. WALL
10" CONC. WALL
6" TRENCH DRAIN
8" CONC. WALL
16"
DIMEN
WALL
8" B
RICK W
ALL
CONC/BRICK BARRIERS
C O
N C
/B R
IC
K
BA
R
R
IE
R S
CSA
FFE:15.54' FFE:15.53'
Wx
Wx
FFE: 12.84'
FF
E
FFE:15.47'
FFE:15.48'FFE:15.55'
FFE:15.58'
CSAFFE:15.51' FFE:12
.53
'FFE:12
.53
FFE:11
.19
FFE:11
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